Providing DeCentralized Under Ground Drainage System in Mangalagiri Tadepalli Municipal Corporation

SEWAGE COLLECTION NETWORK FOR MTMC (Phase-I)

Carrying out Topographical Survey, geotechnical investigations and any other surveys/ investigations/ tests in the Project area as per Project requirement, Designing all project components such as sewage Collection System, Trunk Mains, Pumping Stations, pumping machinery, sewage treatment plants (STPs) along with electro mechaanical components complete in all respects, preparation of GFC drawings, getting approval from the competent authority required for the construction and completion of the Project in all respects complete

Providing Under Ground Drainage System with DWC / RCC Pipes with all necessary infrastructure like Man Holes, Barricading, Traffice Diversion, Road Restoration etc., in 7 core zone areas of Tadepalli & Mangalagiri areas under Phase-I complete

Mahanadu (Zone-2)

Cutting open BT road surface (as well as asphalt concrete) upto 75mm thick including Water Bound Macadam for pipe line trenches and manholes including stacking of excavated material including all labour and machinery and material cost etc., complete as per Standard Specficiations and as directed by the Engineer incharge.

Cutting open CC road surface for pipe line trenches and manholes using concrete cutting machine/ concrete breaker etc. stacking of excavated material including all labour, machinery and material cost etc., complete as per Standard Specifcations and as directed by the Engineer incharge.

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc., complete for the pipe line trench.

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Excavation in hard rock with blasting (blasting prohibited) prohibited for sewer lines and other appurtenant structure, placing the excavated material neatly in stack yard, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below.

Sprinkling of water to avoid the dust formation during earth work excavation as well as after completion of earth work, pipe laying work, two times a day for 5 days including cost of water labour etc all complete

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Bedding for DWC Pipe

Providing and laying insitu Plain Cement Concrete PCC M10 using 40 mm down size approved, clean, hard, graded aggregates for foundation filling / pipe bedding including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, finishing, curing etc., complete with initial lead upto 50 m and all lifts

Providing and filling of GSB of 100mm thick for Bedding

Manufacture, supply, & delivery of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Lowering, Laying, jointing and testing of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Manufacture, supply, delivery, lowering, laying, jointing & testing to perfect alignment and level of RCC S/S pipes of NP3 class with Sulphate Resistant Cement (SRC), of the following sizes and at the following depths in ready made trenches as per IS 458-2003 cement confirming to IS 12230-1988 including loading, conveyance to workspot, unloading, stacking, including all taxes, supply, delivery and fixing or rubber rings confirming to IS-5382-1985 and its latest amendments suitable for RCC NP3 class S/S pipes, including loading conveyance to work spot, unloading, stacking etc., all taxes, incidental charges etc complete as directed by the Engineer-in Charge.

300 mm Dia NP3 pipe

350 mm Dia NP3 pipe

Lowering the RCC S/S pipes carefully into the trench laying them true to alignment and gradient, jointng with rubber rings and testing including filling with water with a water lead up to 500 meters including cost of rubber rings as per BIS No.783/1985 - P No. 40 11a of SSR (PH) PHE-LRCS-6

300 mm Dia NP3 pipe

350 mm Dia NP3 pipe

Barricading on both sides of excavated trenches using casurina poles ballies, bamboos, warning tapes, hoarding, lighting and providing watch and ward for safety of public and workers etc , for sewerage works for trenches.

Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and ooperational charges etc, complete.

Single staging from 0’ to 8’-0” ( 0 to 2.5 Metre)

Double staging from 8’ to 14 ( 2.5 to 4.5 Metre)

Triple staging from 4.5m to 6.5m

Providing & erection of R.C.C Precast / Cast-in-situ manholes with internal diameter & depths mentioned below with provision of 150mm Soling,100mm PCC for for bedding, fixing of FRP/ Plastic encapsulated steps of approved make with anti rust coating, EHD-35 grade manhole frame & cover as per EN 124/1994/ Is 12952 including making the cover in line and level with existing road as per IS with clear opening of 560mm, including shoring, strutting, scaffolding etc. complete in all respects.

900 mm dia at inner base

1200 mm dia at inner base

Providing and constructing of RCC M-20 grade cast-in-situ drop arrangments as per typical drawing with RCC M-20 , including 200 mm thick RCC M-20 grade base slab (foundation), encasing the drop pipe with RCC M-20 grade and connecting to manhole, where drop exceeding 0.60m depth, including form work, reinforcement, curing, watering, hydro testing, & cost of water, dewatering etc. complete as directed by the Engineer.

For drop <1.0 m

For drop >1.0 m <=1.5

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Road Restoration

CC Road for Trench

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

BT Road for Trench

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

WBM Road /Earthen Road for Trench

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Katta Road (Zone-3)

Cutting open BT road surface (as well as asphalt concrete) upto 75mm thick including Water Bound Macadam for pipe line trenches and manholes including stacking of excavated material including all labour and machinery and material cost etc., complete as per Standard Specficiations and as directed by the Engineer incharge.

Cutting open CC road surface for pipe line trenches and manholes using concrete cutting machine/ concrete breaker etc. stacking of excavated material including all labour, machinery and material cost etc., complete as per Standard Specifcations and as directed by the Engineer incharge.

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc., complete for the pipe line trench.

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Excavation in hard rock with blasting (blasting prohibited) prohibited for sewer lines and other appurtenant structure, placing the excavated material neatly in stack yard, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below.

Sprinkling of water to avoid the dust formation during earth work excavation as well as after completion of earth work, pipe laying work, two times a day for 5 days including cost of water labour etc all complete

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Bedding for DWC Pipe

PCC Bedding of 100mm in very poor soil/Highgroundwater /road crossings etc. Providing and laying insitu Plain cement concrete PCC M10 using 20 mm down size approved, clean, hard, graded aggregates for DWC HDPE pipe bedding & Partial encasing including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and filling of GSB of 100mm thick for Bedding

Manufacture, supply, & delivery of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Lowering, Laying, jointing and testing of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Manufacture, supply, delivery, lowering, laying, jointing & testing to perfect alignment and level of RCC S/S pipes of NP3 class with Sulphate Resistant Cement (SRC), of the following sizes and at the following depths in ready made trenches as per IS 458-2003 cement confirming to IS 12230-1988 including loading, conveyance to workspot, unloading, stacking, including all taxes, supply, delivery and fixing or rubber rings confirming to IS-5382-1985 and its latest amendments suitable for RCC NP3 class S/S pipes, including loading conveyance to work spot, unloading, stacking etc., all taxes, incidental charges etc complete as directed by the Engineer-in Charge.

300 mm Dia NP3 pipe

350 mm Dia NP3 pipe

400 mm Dia NP3 pipe

450 mm Dia NP3 pipe

Lowering the RCC S/S pipes carefully into the trench laying them true to alignment and gradient, jointng with rubber rings and testing including filling with water with a water lead up to 500 meters including cost of rubber rings as per BIS No.783/1985 - P No. 40 11a of SSR (PH) PHE-LRCS-6

300 mm Dia NP3 pipe

350 mm Dia NP3 pipe

400 mm Dia NP3 pipe

450 mm Dia NP3 pipe

Barricading on both sides of excavated trenches using casurina poles ballies, bamboos, warning tapes, hoarding, lighting and providing watch and ward for safety of public and workers etc , for sewerage works for trenches.

Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and ooperational charges etc, complete.

Single staging from 0’ to 8’-0” ( 0 to 2.5 Metre)

Double staging from 8’ to 14 ( 2.5 to 4.5 Metre)

Triple staging from 4.5m to 6.5m

Providing & erection of R.C.C Precast / Cast-in-situ manholes with internal diameter & depths mentioned below with provision of 150mm Soling,100mm PCC for for bedding, fixing of FRP/ Plastic encapsulated steps of approved make with anti rust coating, EHD-35 grade manhole frame & cover as per EN 124/1994/ Is 12952 including making the cover in line and level with existing road as per IS with clear opening of 560mm, including shoring, strutting, scaffolding etc. complete in all respects.

900 mm dia at inner base

1200 mm dia at inner base

Providing and constructing of RCC M-20 grade cast-in-situ drop arrangments as per typical drawing with RCC M-20 , including 200 mm thick RCC M-20 grade base slab (foundation), encasing the drop pipe with RCC M-20 grade and connecting to manhole, where drop exceeding 0.60m depth, including form work, reinforcement, curing, watering, hydro testing, & cost of water, dewatering etc. complete as directed by the Engineer.

For drop <1.0 m

For drop >1.0 m <=1.5

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Road Restoration

CC Road for Trench

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

BT Road for Trench

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

WBM Road /Earthen Road for Trench

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Christianpet (Zone-4&5)

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Cutting open CC road surface for pipe line trenches and manholes using concrete cutting machine/ concrete breaker etc. stacking of excavated material including all labour, machinery and material cost etc., complete as per Standard Specifcations and as directed by the Engineer incharge.

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc., complete for the pipe line trench.

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Excavation in hard rock with blasting (blasting prohibited) prohibited for sewer lines and other appurtenant structure, placing the excavated material neatly in stack yard, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below.

Sprinkling of water to avoid the dust formation during earth work excavation as well as after completion of earth work, pipe laying work, two times a day for 5 days including cost of water labour etc all complete

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Bedding for DWC Pipe

PCC Bedding of 100mm in very poor soil/Highgroundwater /road crossings etc. Providing and laying insitu Plain cement concrete PCC M10 using 20 mm down size approved, clean, hard, graded aggregates for DWC HDPE pipe bedding & Partial encasing including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and filling of GSB of 100mm thick for Bedding

Manufacture, supply, & delivery of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Lowering, Laying, jointing and testing of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Manufacture, supply, delivery, lowering, laying, jointing & testing to perfect alignment and level of RCC S/S pipes of NP3 class with Sulphate Resistant Cement (SRC), of the following sizes and at the following depths in ready made trenches as per IS 458-2003 cement confirming to IS 12230-1988 including loading, conveyance to workspot, unloading, stacking, including all taxes, supply, delivery and fixing or rubber rings confirming to IS-5382-1985 and its latest amendments suitable for RCC NP3 class S/S pipes, including loading conveyance to work spot, unloading, stacking etc., all taxes, incidental charges etc complete as directed by the Engineer-in Charge.

300 mm Dia NP3 pipe

350 mm Dia NP3 pipe

450 mm Dia NP3 pipe

Total Pipe length in meters

Lowering the RCC S/S pipes carefully into the trench laying them true to alignment and gradient, jointng with rubber rings and testing including filling with water with a water lead up to 500 meters including cost of rubber rings as per BIS No.783/1985 - P No. 40 11a of SSR (PH) PHE-LRCS-6

300 mm Dia NP3 pipe

350 mm Dia NP3 pipe

450 mm Dia NP3 pipe

Barricading on both sides of excavated trenches using casurina poles ballies, bamboos, warning tapes, hoarding, lighting and providing watch and ward for safety of public and workers etc , for sewerage works for trenches.

Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and ooperational charges etc, complete.

Single staging from 0’ to 8’-0” ( 0 to 2.5 Metre)

Double staging from 8’ to 14 ( 2.5 to 4.5 Metre)

Triple staging from 4.5m to 6.5m

Providing & erection of R.C.C Precast / Cast-in-situ manholes with internal diameter & depths mentioned below with provision of 150mm Soling,100mm PCC for for bedding, fixing of FRP/ Plastic encapsulated steps of approved make with anti rust coating, EHD-35 grade manhole frame & cover as per EN 124/1994/ Is 12952 including making the cover in line and level with existing road as per IS with clear opening of 560mm, including shoring, strutting, scaffolding etc. complete in all respects.

900 mm dia at inner base

1200 mm dia at inner base

Providing and constructing of RCC M-20 grade cast-in-situ drop arrangments as per typical drawing with RCC M-20 , including 200 mm thick RCC M-20 grade base slab (foundation), encasing the drop pipe with RCC M-20 grade and connecting to manhole, where drop exceeding 0.60m depth, including form work, reinforcement, curing, watering, hydro testing, & cost of water, dewatering etc. complete as directed by the Engineer.

For drop <1.0 m

For drop >1.0 m <=1.5

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

CC Road for Trench

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

BT Road for Trench

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

WBM Road /Earthen Road for Trench

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Cutting open CC road surface for pipe line trenches and manholes using concrete cutting machine/ concrete breaker etc. stacking of excavated material including all labour, machinery and material cost etc., complete as per Standard Specifcations and as directed by the Engineer incharge.

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc., complete for the pipe line trench.

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Excavation in hard rock with blasting (blasting prohibited) prohibited for sewer lines and other appurtenant structure, placing the excavated material neatly in stack yard, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below.

Sprinkling of water to avoid the dust formation during earth work excavation as well as after completion of earth work, pipe laying work, two times a day for 5 days including cost of water labour etc all complete

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Bedding for DWC Pipe

PCC Bedding of 100mm in very poor soil/Highgroundwater /road crossings etc. Providing and laying insitu Plain cement concrete PCC M10 using 20 mm down size approved, clean, hard, graded aggregates for DWC HDPE pipe bedding & Partial encasing including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and filling of GSB of 100mm thick for Bedding

Manufacture, supply, & delivery of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Lowering, Laying, jointing and testing of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Manufacture, supply, delivery, lowering, laying, jointing & testing to perfect alignment and level of RCC S/S pipes of NP3 class with Sulphate Resistant Cement (SRC), of the following sizes and at the following depths in ready made trenches as per IS 458-2003 cement confirming to IS 12230-1988 including loading, conveyance to workspot, unloading, stacking, including all taxes, supply, delivery and fixing or rubber rings confirming to IS-5382-1985 and its latest amendments suitable for RCC NP3 class S/S pipes, including loading conveyance to work spot, unloading, stacking etc., all taxes, incidental charges etc complete as directed by the Engineer-in Charge.

Lowering the RCC S/S pipes carefully into the trench laying them true to alignment and gradient, jointng with rubber rings and testing including filling with water with a water lead up to 500 meters including cost of rubber rings as per BIS No.783/1985 - P No. 40 11a of SSR (PH) PHE-LRCS-6

Barricading on both sides of excavated trenches using casurina poles ballies, bamboos, warning tapes, hoarding, lighting and providing watch and ward for safety of public and workers etc , for sewerage works for trenches.

Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and ooperational charges etc, complete.

Single staging from 0’ to 8’-0” ( 0 to 2.5 Metre)

Double staging from 8’ to 14 ( 2.5 to 4.5 Metre)

Triple staging from 4.5m to 6.5m

Providing & erection of R.C.C Precast / Cast-in-situ manholes with internal diameter & depths mentioned below with provision of 150mm Soling,100mm PCC for for bedding, fixing of FRP/ Plastic encapsulated steps of approved make with anti rust coating, EHD-35 grade manhole frame & cover as per EN 124/1994/ Is 12952 including making the cover in line and level with existing road as per IS with clear opening of 560mm, including shoring, strutting, scaffolding etc. complete in all respects.

900 mm dia at inner base

1200 mm dia at inner base

Providing and constructing of RCC M-20 grade cast-in-situ drop arrangments as per typical drawing with RCC M-20 , including 200 mm thick RCC M-20 grade base slab (foundation), encasing the drop pipe with RCC M-20 grade and connecting to manhole, where drop exceeding 0.60m depth, including form work, reinforcement, curing, watering, hydro testing, & cost of water, dewatering etc. complete as directed by the Engineer.

For drop <1.0 m

For drop >1.0 m <=1.5

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

CC Road for Trench

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

BT Road for Trench

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

WBM Road /Earthen Road for Trench

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Ratnala Cheruvu (Zone-10)

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Cutting open CC road surface for pipe line trenches and manholes using concrete cutting machine/ concrete breaker etc. stacking of excavated material including all labour, machinery and material cost etc., complete as per Standard Specifcations and as directed by the Engineer incharge.

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc., complete for the pipe line trench.

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Excavation in hard rock with blasting (blasting prohibited) prohibited for sewer lines and other appurtenant structure, placing the excavated material neatly in stack yard, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below.

Sprinkling of water to avoid the dust formation during earth work excavation as well as after completion of earth work, pipe laying work, two times a day for 5 days including cost of water labour etc all complete

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Bedding for DWC Pipe

PCC Bedding of 100mm in very poor soil/Highgroundwater /road crossings etc. Providing and laying insitu Plain cement concrete PCC M10 using 20 mm down size approved, clean, hard, graded aggregates for DWC HDPE pipe bedding & Partial encasing including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and filling of GSB of 100mm thick for Bedding

Manufacture, supply, & delivery of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Lowering, Laying, jointing and testing of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Manufacture, supply, delivery, lowering, laying, jointing & testing to perfect alignment and level of RCC S/S pipes of NP3 class with Sulphate Resistant Cement (SRC), of the following sizes and at the following depths in ready made trenches as per IS 458-2003 cement confirming to IS 12230-1988 including loading, conveyance to workspot, unloading, stacking, including all taxes, supply, delivery and fixing or rubber rings confirming to IS-5382-1985 and its latest amendments suitable for RCC NP3 class S/S pipes, including loading conveyance to work spot, unloading, stacking etc., all taxes, incidental charges etc complete as directed by the Engineer-in Charge.

Lowering the RCC S/S pipes carefully into the trench laying them true to alignment and gradient, jointng with rubber rings and testing including filling with water with a water lead up to 500 meters including cost of rubber rings as per BIS No.783/1985 - P No. 40 11a of SSR (PH) PHE-LRCS-6

Barricading on both sides of excavated trenches using casurina poles ballies, bamboos, warning tapes, hoarding, lighting and providing watch and ward for safety of public and workers etc , for sewerage works for trenches.

Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and ooperational charges etc, complete.

Single staging from 0’ to 8’-0” ( 0 to 2.5 Metre)

Double staging from 8’ to 14 ( 2.5 to 4.5 Metre)

Triple staging from 4.5m to 6.5m

Providing & erection of R.C.C Precast / Cast-in-situ manholes with internal diameter & depths mentioned below with provision of 150mm Soling,100mm PCC for for bedding, fixing of FRP/ Plastic encapsulated steps of approved make with anti rust coating, EHD-35 grade manhole frame & cover as per EN 124/1994/ Is 12952 including making the cover in line and level with existing road as per IS with clear opening of 560mm, including shoring, strutting, scaffolding etc. complete in all respects.

900 mm dia at inner base

1200 mm dia at inner base

Providing and constructing of RCC M-20 grade cast-in-situ drop arrangments as per typical drawing with RCC M-20 , including 200 mm thick RCC M-20 grade base slab (foundation), encasing the drop pipe with RCC M-20 grade and connecting to manhole, where drop exceeding 0.60m depth, including form work, reinforcement, curing, watering, hydro testing, & cost of water, dewatering etc. complete as directed by the Engineer.

For drop <1.0 m

For drop >1.0 m <=1.5

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Road Restoration

CC Road for Trench

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

BT Road for Trench

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

WBM Road /Earthen Road for Trench

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Kolanu Konda (Zone-11)

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Cutting open CC road surface for pipe line trenches and manholes using concrete cutting machine/ concrete breaker etc. stacking of excavated material including all labour, machinery and material cost etc., complete as per Standard Specifcations and as directed by the Engineer incharge.

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc., complete for the pipe line trench.

Excavation in ordinary rock (including HDR) without blasting for sewer lines and other appurtenant structures, placing the excavated stuff neatly in specified dump area, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below

Excavation in hard rock with blasting (blasting prohibited) prohibited for sewer lines and other appurtenant structure, placing the excavated material neatly in stack yard, back filling of the excavated suitable material and disposing off the balance material as directed etc., complete with initial lead upto 50 m and lift as mentioned below.

Sprinkling of water to avoid the dust formation during earth work excavation as well as after completion of earth work, pipe laying work, two times a day for 5 days including cost of water labour etc all complete

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Bedding for DWC Pipe

PCC Bedding of 100mm in very poor soil/Highgroundwater /road crossings etc. Providing and laying insitu Plain cement concrete PCC M10 using 20 mm down size approved, clean, hard, graded aggregates for DWC HDPE pipe bedding & Partial encasing including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and filling of GSB of 100mm thick for Bedding

Manufacture, supply, & delivery of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Lowering, Laying, jointing and testing of (DWC) SN8 class structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes.

Manufacture, supply, delivery, lowering, laying, jointing & testing to perfect alignment and level of RCC S/S pipes of NP3 class with Sulphate Resistant Cement (SRC), of the following sizes and at the following depths in ready made trenches as per IS 458-2003 cement confirming to IS 12230-1988 including loading, conveyance to workspot, unloading, stacking, including all taxes, supply, delivery and fixing or rubber rings confirming to IS-5382-1985 and its latest amendments suitable for RCC NP3 class S/S pipes, including loading conveyance to work spot, unloading, stacking etc., all taxes, incidental charges etc complete as directed by the Engineer-in Charge.

Total Pipe length in meters

Lowering the RCC S/S pipes carefully into the trench laying them true to alignment and gradient, jointng with rubber rings and testing including filling with water with a water lead up to 500 meters including cost of rubber rings as per BIS No.783/1985 - P No. 40 11a of SSR (PH) PHE-LRCS-6

Barricading on both sides of excavated trenches using casurina poles ballies, bamboos, warning tapes, hoarding, lighting and providing watch and ward for safety of public and workers etc , for sewerage works for trenches.

Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and ooperational charges etc, complete.

Single staging from 0’ to 8’-0” ( 0 to 2.5 Metre)

Double staging from 8’ to 14 ( 2.5 to 4.5 Metre)

Triple staging from 4.5m to 6.5m

Providing & erection of R.C.C Precast / Cast-in-situ manholes with internal diameter & depths mentioned below with provision of 150mm Soling,100mm PCC for for bedding, fixing of FRP/ Plastic encapsulated steps of approved make with anti rust coating, EHD-35 grade manhole frame & cover as per EN 124/1994/ Is 12952 including making the cover in line and level with existing road as per IS with clear opening of 560mm, including shoring, strutting, scaffolding etc. complete in all respects.

900 mm dia at inner base

1200 mm dia at inner base

Providing and constructing of RCC M-20 grade cast-in-situ drop arrangments as per typical drawing with RCC M-20 , including 200 mm thick RCC M-20 grade base slab (foundation), encasing the drop pipe with RCC M-20 grade and connecting to manhole, where drop exceeding 0.60m depth, including form work, reinforcement, curing, watering, hydro testing, & cost of water, dewatering etc. complete as directed by the Engineer.

For drop <1.0 m

For drop >1.0 m <=1.5

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils, ordinary rock, hard rock and construction of RCC chambers suitable pits, conveyance charges of machinery and other required materials including cost of casing pipes and carrier pipe dia mentioned below, conveyance pipe in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in-Charge.

Trechless Technology 800mm DIa

Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils, ordinary rock, hard rock and construction of RCC chambers suitable pits, conveyance charges of machinery and other required materials including cost of casing pipes and carrier pipe dia mentioned below, conveyance pipe in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in-Charge.

Trechless Technology 800mm DIa

CC Road for Trench

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Construction of granular sub-base with Stone Dust, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH. (Min 250 mm Thick in Pipeline Trenches).

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (100 mm Thick)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

BT Road for Trench

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

WBM Road /Earthen Road for Trench

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

House Service Connections

Mahanadu (Zone-2)

Providing House Service Connections (HSC) using UPVC 160mm diameter 6 Kg/Sq.cm pipes including Supply, conveying of the same to site, laying, jointing to Manhole and the outlet of septic tank as well as sullage (Gray) water at the boundry of property on road side, including the cost of inspection chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding with Sand, PCC, flow test etc complete. The cost is inclusive of all material labour etc all complete.

Katta Road (Zone-3)

Providing House Service Connections (HSC) using UPVC 160mm diameter 6 Kg/Sq.cm pipes including Supply, conveying of the same to site, laying, jointing to Manhole and the outlet of septic tank as well as sullage (Gray) water at the boundry of property on road side, including the cost of inspection chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding with Sand, PCC, flow test etc complete. The cost is inclusive of all material labour etc all complete.

Christianpet (Zone-4&5)

Providing House Service Connections (HSC) using UPVC 160mm diameter 6 Kg/Sq.cm pipes including Supply, conveying of the same to site, laying, jointing to Manhole and the outlet of septic tank as well as sullage (Gray) water at the boundry of property on road side, including the cost of inspection chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding with Sand, PCC, flow test etc complete. The cost is inclusive of all material labour etc all complete.

Providing House Service Connections (HSC) using UPVC 160mm diameter 6 Kg/Sq.cm pipes including Supply, conveying of the same to site, laying, jointing to Manhole and the outlet of septic tank as well as sullage (Gray) water at the boundry of property on road side, including the cost of inspection chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding with Sand, PCC, flow test etc complete. The cost is inclusive of all material labour etc all complete.

Ratnala Cheruvu (Zone-10)

Providing House Service Connections (HSC) using UPVC 160mm diameter 6 Kg/Sq.cm pipes including Supply, conveying of the same to site, laying, jointing to Manhole and the outlet of septic tank as well as sullage (Gray) water at the boundry of property on road side, including the cost of inspection chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding with Sand, PCC, flow test etc complete. The cost is inclusive of all material labour etc all complete.

Kolanu Konda (Zone-11)

Providing House Service Connections (HSC) using UPVC 160mm diameter 6 Kg/Sq.cm pipes including Supply, conveying of the same to site, laying, jointing to Manhole and the outlet of septic tank as well as sullage (Gray) water at the boundry of property on road side, including the cost of inspection chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding with Sand, PCC, flow test etc complete. The cost is inclusive of all material labour etc all complete.

Inspection/ Junction chambers

Mahanadu (Zone-2)

Construction of inspection/ Junction chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding PCC, flow test, restoration of road etc complete. The cost is inclusive of all material labour etc all complete.

Katta Road (Zone-3)

Construction of inspection/ Junction chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding PCC, flow test, restoration of road etc complete. The cost is inclusive of all material labour etc all complete.

Christianpet (Zone-4&5)

Construction of inspection/ Junction chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding PCC, flow test, restoration of road etc complete. The cost is inclusive of all material labour etc all complete.

Construction of inspection/ Junction chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding PCC, flow test, restoration of road etc complete. The cost is inclusive of all material labour etc all complete.

Ratnala Cheruvu (Zone-10)

Construction of inspection/ Junction chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding PCC, flow test, restoration of road etc complete. The cost is inclusive of all material labour etc all complete.

Kolanu Konda (Zone-11)

Construction of inspection/ Junction chambers ,earthwork excavation in all type of soils, ordinary rock, hard rock, back filling with suitable material, including cutting open BT/CC roads, bedding PCC, flow test, restoration of road etc complete. The cost is inclusive of all material labour etc all complete.

Road Restoration for end to end for Severly Damaged Roads due to Greater Depth of Sewer Lines as per Technical Specifications

CC ROAD RESTORATION

Providing concrete for plain Cement concrete (1:4:8) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

BT ROAD RESTORATION

Scarifying the existing bituminous road surface to a depth of 50 mm by mechanical means and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH

Construction of granular sub-base (Grading-1) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. for slope correction

Providing and applying Prime Coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.60 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502.2.2 (5th revision) and as directed by the Engineer-in-charge

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)

Providing and applying Tack Coat on the prepared Granular surface/bitumonous surface treated with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503.2 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Supplying of hot applied Thermoplastic Road Marking compound, 2.50mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass beads on Bituminous surface at 250gms per Sqm area, thickness of 2.50mm is exclussive of surface applied glass bead as per IRC 35 the material should be of BERGER Compny/ BERGER Equavalent and must comply with the following a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submittede for checking up the white index box of any vendor the department engineer may carryout random checking of the appplied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department), b) Luminance factor of the material should be in the range of 80-85% at 45 degrees centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262 part-1, 1989 and should pass at the range of 0 degree centigrade to 10 degree centigrage. D) Adhesion : Strong E) Softening point 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Visison: High as directed by the Engineer-in-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015.

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular.The height,width shall not exceed 20 mm,130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base.Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge

Construction of 5 Nos of Sewage Pumping Stations in Sewage Treatment Plants at multiple locations including cost of Wet Wells at STP, Civil and Electromechanical

Mahanadu (Zone-2) @ 47.50m3/hr with 17m Head

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 47.5 m3/h & Head 17m SE1.50.80.40.2.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 95 m3/h & Head 17m SE1.80.100.75.4.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 118.75 m3/h & Head 17m SE.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

I. Incoming Panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 630/800A 4 Pole, 50kA Air Circuit Breaker electrically drawout Confirms to IS 13947-2, IEC 60947-2 and BS-EN 60947 with Micro processer based having over load, shot circuit and earth fault Protection.

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of single phase Electronic energy Meter, 3 phase AC,50 HZ as per IS13010 up to 40A range with 200% over load capacity complete with connections etc., complete on the existing board. Makes: As per list of recommended brands

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 500mm Wide x 5000 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 600mm Wide x 1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Katta Road (Zone-3) @ 121.25m3/hr with 18m Head

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 121.25 m3/h & Head 18m SE1.85.100.100.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 242.5 m3/h & Head 18m SE.100.185.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 303.13 m3/h & Head 18m SE.100.220.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

I. Incoming Panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 630/800A 4 Pole, 50kA Air Circuit Breaker electrically drawout Confirms to IS 13947-2, IEC 60947-2 and BS-EN 60947 with Micro processer based having over load, shot circuit and earth fault Protection.

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of single phase Electronic energy Meter, 3 phase AC,50 HZ as per IS13010 up to 40A range with 200% over load capacity complete with connections etc., complete on the existing board. Makes: As per list of recommended brands

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 600mm Wide x 5890 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 600mm Wide x 1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Christianpet (Zone-4 & 5) @ 131.67m3/hr with 18m Head

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 131.67 m3/h & Head 18m SE1.85.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 263.34 m3/h & Head 18m SE.100.200.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 329.18 m3/h & Head 18m S1.100.125.300.4.62M.C.314.G.N.D.513 Auto coupling set DN125/150 SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

I. Incoming Panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 630/800A 4 Pole, 50kA Air Circuit Breaker electrically drawout Confirms to IS 13947-2, IEC 60947-2 and BS-EN 60947 with Micro processer based having over load, shot circuit and earth fault Protection.

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of single phase Electronic energy Meter, 3 phase AC,50 HZ as per IS13010 up to 40A range with 200% over load capacity complete with connections etc., complete on the existing board. Makes: As per list of recommended brands

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 600mm Wide x 5860 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 600mm Wide x 1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Alpha (Zone-9) @ 531.25m3/hr with 17m Head

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 531.25 m3/h & Head 17m S2.100.200.400.4.62L.C.285.G.N.D.513 Auto coupling set DN200 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 1062.5 m3/h & Head 17m S2.120.250.800.6.70H.C.465.G.N.D.513 Auto coupling set DN250 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 1328.13 m3/h & Head 17m S3.120.300.1000.6.70M.C.428.G.N.D.513 Auto coupling set DN300 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

I. Incoming Panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 630/800A 4 Pole, 50kA Air Circuit Breaker electrically drawout Confirms to IS 13947-2, IEC 60947-2 and BS-EN 60947 with Micro processer based having over load, shot circuit and earth fault Protection.

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of single phase Electronic energy Meter, 3 phase AC,50 HZ as per IS13010 up to 40A range with 200% over load capacity complete with connections etc., complete on the existing board. Makes: As per list of recommended brands

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 1400mm Wide x 4760 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 1400mm Wide x 1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Ratnala Cheruvu (Zone-10) @ 140.83m3/hr with 17m Head

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 140.83 m3/h & Head 17m SE1.85.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 281.66 m3/h & Head 17m SE.100.200.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 352.08 m3/h & Head 17m S1.100.125.300.4.62M.C.314.G.N.D.513 Auto coupling set DN125/150 SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

I. Incoming Panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 630/800A 4 Pole, 50kA Air Circuit Breaker electrically drawout Confirms to IS 13947-2, IEC 60947-2 and BS-EN 60947 with Micro processer based having over load, shot circuit and earth fault Protection.

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of single phase Electronic energy Meter, 3 phase AC,50 HZ as per IS13010 up to 40A range with 200% over load capacity complete with connections etc., complete on the existing board. Makes: As per list of recommended brands

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 700mm Wide x 4980 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 700mm Wide x 1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Kolanukonda (Zone-11) @ 139.17m3/hr with 17m Head

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Well sinking in sandy and other loose soils under water either by manual labour, divers, or dredgers, weighing the top of steining to assist sinking etc., including dewatering and other incidental charges such as hire charges for mechanical equipment etc,complete for internal diameter of 5.0Mts.

2.00mts to 4.00mts

4.00mts to 6.00mts

6.00mts to 8.00mts

8.00mts to 10 mts

Supply, delivery, fabrication and erection of "cutting toe' with ISA 150x150x15mm including cost and conveyance to work spot including all labour charges for fabrication and erection etc.,complete as per the directions of the departmental authorities.33.6 Kg/rm

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 139.17 m3/h & Head 17m SE1.85.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 278.34 m3/h & Head 17m SE.100.200.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 347.93 m3/h & Head 17m S1.100.125.300.4.62M.C.314.G.N.D.513 Auto coupling set DN125/150 SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

I. Incoming Panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 630/800A 4 Pole, 50kA Air Circuit Breaker electrically drawout Confirms to IS 13947-2, IEC 60947-2 and BS-EN 60947 with Micro processer based having over load, shot circuit and earth fault Protection.

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of single phase Electronic energy Meter, 3 phase AC,50 HZ as per IS13010 up to 40A range with 200% over load capacity complete with connections etc., complete on the existing board. Makes: As per list of recommended brands

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 600x600x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 700mm Wide x 5100 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 700mm Wide x 1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Construction of 7 Nos of Sewage Pumping Stations at multiple locations including cost of Wet Well, Site Leveling, Compound Wall, Civil, Electro-Mechanical and Transformers

Near Kunchanapalli Road (SPS-3) @ 67.08m3/hr with 18m Head

Providing Site filling with Gravel (70%) & Sand (30%) Mix in Layers of not greater than 20 centimeters and compacting to the desired density, the rate includes cost of material to work place homgenious mixing spreading as per the Pre & Final Levels in Layers compacting at each layer raming, watering etc., complete as per Standard Specifications and directed by the Departmental Office in Charge of the Work. Note: The Quanitity mentioned in the Estimate is Tentative. Actual Quantity shall be arraived as per the Grid Levels of the Work Site i.e., Pre Levels and Formation Levels as per the approved Designs after compaction to the desired density and that shall form the basis for arriving final quantity and payments thereon.

Earthwork excavation in all types of soils up to 3.00 Mts depth below GL by manual means as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means,

Providing Sand Bedding as per technical specfications and as directed by the Departmental Officer incharge of the work

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plastering in CM (1:4) 12mm thick using OPC including cost and conveyance of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Painting to new external walls with two coats plastic emulsion paint over primer coat of approved brandafter thoroughly brushing surface to remove dirt and remains of loose powdered materials including cost and conveyance of materials to work and all oprational, incidental,labour charges for finished item of work as per SS and as directed by the departmental officer incharge of the work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Supply, delivery, fabrication and erection of "cutting toe' with ISA 150x150x15mm including cost and conveyance to work spot including all labour charges for fabrication and erection etc.,complete as per the directions of the departmental authorities.33.6 Kg/rm

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 67.08 m3/h & Head 18m SE1.80.100.75.4.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 134.16 m3/h & Head 18m SE1.85.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 167.7 m3/h & Head 18m SE1.85.100.130.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 450x450x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 500mm Wide x 200 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 300mm Wide x 200mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Supply Installation Testing And commissioning of 125 KVA DG Set complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator: It shall be self-regulated, self-excited and confirms to IS: 13364/1992 or latest version with regulation of +5% from No load to full load, IP23, with standard Alternator Protection (over voltage, over speed & under voltage). Diesel Engine: It shall have residential silencer, up to 10 M exhaust piping, electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank & piping, control panel (16 G) with SPN(For 5 KVA)/TPN MCCB of required rating (25/36/50 KA) with PLC based Engine controller supplied by OEM, Ammeter, Voltmeter, Frequency Meter or Multi-function meter, Energy Meter & Hour Meter, Engine instruments panel, AVM and Automatic Voltage Regulator. The diesel engine shall be capable of providing 10% overload for 1 Hr for every 11 Hrs of continuous running at full load. The DG set shall be supplied with initial filling of fuel, lube oil, coolant oil as per OEM specifications and shall be tested at site. Acoustic Enclosure: Weatherproof, powder coated Acoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183. The doors are fabricated from 1.6 mm CRCA sheet packed with acoustic material, floor of MS chequered plate 5.0 mm thick, all doors/ opening are sealed with neoprene/ EPDN gaskets. The DG Set shall be maintained for two years after commissioning by the supplier including regular servicing, cost of consumables etc complete as specified by the OEM along with warranty for two years. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having processor based genset monitoring and control system MCCB/ACB Ammeter, voltmeter, PF meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure, visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level is less than 75 db (A) at a distance of 1 Mtrs as per CPCB-II norms, complete in all respects.

Supply and erection of 7.50m long double pole structure fabricated with 150x75mm RS Joists,100x50mm MS channels, iron cross armstor fuse set and Lighting arrestrors etc.,including one coat of red oxide primer and two coats of bright Supply

Supply and fixing of 11 KV ,400 A 3 phase central post rotating double break type AB switch(isolator) as per IS 9921) without earth blade, gang operated, Horizontal type, operating mechanism with GI spring loaded reverse loop type fixed contact, solid HD electrolytic copper tubular moving contact with silver/Nickel plated at end points,9 Nos post insulators of 12 KV (IS 2594 and IS 5350) ,Hot Dip galvanizing hardware, GI pipe, Nuts and bolts etc., complete., ELEC 6.5.14/MAT 04113

Supply and fixing of 100 A 11 KV Horn Gap fuse set as per IS 9385 on existing DP structure with 6 no of 24 KV /22 KV post Insulators (IS 5350, Hot dipped Hardware, fuse wire of required size etc., complete ELEC 6.5.12/MAT 04111

Supply and fixing of distribution type lightning arrester 11 KV 5 kA as per IS 3070 with mounting base on the existing DP structure ELEC 6.5.11/MAT 04110

Supply and erection of 11KV Strain disc. Insulators with GI pins and top clamps

Supply and fixing of 11 KV pin Insulator (IS 731/1971) with minimum creepage distance of 300 mm on existing cross arm including all accessories like Hot dip GI spindle and nuts etc., ELEC 6.5.8/MAT 04105

Providing jumper connections with I/O' SWG HDBC wire between the 11 KV equipment on the outdoor structures

Supply and erection of GI stay set of dia 16mm,1.8 mtr long stay rod and anchor plate 380mmx380mmx6.4mm. including stay clamps, turn buckle and GI stay wire tight end through strain insulator including excavation of pit and cc work etc., complete ELEC 6.5.3/MAT 04097

Providing efficient earthing arrangement forthe DP structure lighting arresters and the HV equipment. Transformer body and neutral etc., with 25 x 3 mm copper flats and connecting them to the Earth Electrodes fabricated and buried accroding to standard specifications and as per the details given below:

A) Earth Electrodes

B) 20mm x 3mm Copper Flat(0.529Kgs/1Mtr) MAT 04146

C) Epoxy insulators

D) No.'8' SWG Copper wire. MAT 04141

Supply, Transportation, Installation, Testing and Commissioning of 11/0.433 KV TRANSFORMER with all test reports. The Transformer shall be designed and manufactured as per Energy Efficiency Level - 2 at basic Insulation level conforming to ISS 2026 (Part- I to Part - II) with latest ammended and as per IS 1180 Part-I : 2014 latest ammended, OCTC with initial filling of oil as per IS 335-1993. The basic details of the Transformer are as under. Makes : As per list of recommended brands as category I. MAT-04042 a 100KVA

Supply and laying of 400Sq mm X 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part- I)./1554-I Makes: Makes: Torent / Universal / Unicab / Havells / Finecab/ KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt ELEC-4.1.1q MAT-03431

LT Panel Supply Installation Testing and commissioning of free-standing floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, cleaning with 7 tank process duly painted by two coats of zinc/red oxide primer followed by Powder coated / epoxy / PU painted with phosphatisation in grey or required shade after rinsing. The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, separate detachable, gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear. The thickness of sheet shall not be less than 1.6mm up to 600mm length/ width of any compartment and be 2.0mm above 600mm. The load bearing structure shall be of 2.0mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with detachable extension type structure (only outer area on all sides shall be measured and panel to be fabricated from CPRI approved fabricator) MAT 03976

Supply and fixing of Electrolytic grade copper bus bar bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves MAT 03978

a) 630A TPN SDFU for main switch Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

b) 630A 4pole change over switch Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

c) Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves /channel etc. as required Digital type Make: Conzerve/Elmeasure/Meco/HPL/L&T/socomec MAT 03980

d) Supply and fixing of selector switch for voltmeter (4position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03989

e). Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type Below 500 A Make: Conzerve/Elmeasure/Meco/HPL/L&T/Schneider/AE/Socomec MAT 03983

f).Supply and fixing of CT linked selector switch of 10A for Ampere meter (4 position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03990

g).3RYB Phase indication lamps with leds

h).Supply and Fixing of Current Transformer, with all necessary support in existing panel including connection etc. as required from 200 / 5 to 400/5 Ratio, 10 VA, class 1 accuracy: Make: Kappa/L&T/Seimens/C&S/Schneider MAT 03986

630A TPN SDFU forCW pump house motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for compressor/mechanical equipments Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for low lift sump Raw water motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for Space Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for lighting section Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A 4pole change over switch for lighting section Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

KWH digital meter fro lighting section

Supply of 32 Amp………ISI marked TPN Switch Disconnector Fuse Unit, Cubical type without fuses as per IS: 13947/IEC 60947-3 Makes: As per list of recommended brands as category I.MAT-02879

Supply of 6A to 35 A……ISI marked HRC Fuse Links as per IS 13703-Part 2/IEC 60269- Part 2 Makes: As per list of recommended brands as category I MAT-02938

Standard duty Single phase 250 V / Three phase 440 V, 50 Hz capacitor (Bank) MAT-03998

1000KV LT/Transformer Errection.testing Commensing and Supply of drawing layout plans of installed transformer in tracing cloth and duly get approved from electrical inspector APEPDCL and leaflets for various equipments and opearation manuals etc., complete.

Supply and Laying of 3C X 35 Sq mm XLPE insulated IS:7098/II/85 H.T. cable for working voltage 11 KV Earthed with Stranded Compacted Circular Aluminium Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanized flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable etc., complete. Make: Torrent / Universal / Unicab / Havells / KEI/Polycab/Gloster/RR Kabel/RPG MAT 03456

Transformer Yard

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth for foundations of buildings in restricted places By manual means upto 3m depth

Column footings

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

for Column footings

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete, vibrating,curing etc M25design mix concrete

column footings

Plinth beam 2(15+12)=54-gate3.00=51.00

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Supply and filling the transformer yard with 40mm HBG metal m/c

Near Sundarayya Nagar (SPS-4) @ 34.58m3/hr with 18m Head

Providing Site filling with Gravel (70%) & Sand (30%) Mix in Layers of not greater than 20 centimeters and compacting to the desired density, the rate includes cost of material to work place homgenious mixing spreading as per the Pre & Final Levels in Layers compacting at each layer raming, watering etc., complete as per Standard Specifications and directed by the Departmental Office in Charge of the Work. Note: The Quanitity mentioned in the Estimate is Tentative. Actual Quantity shall be arraived as per the Grid Levels of the Work Site i.e., Pre Levels and Formation Levels as per the approved Designs after compaction to the desired density and that shall form the basis for arriving final quantity and payments thereon.

Earthwork excavation in all types of soils up to 3.00 Mts depth below GL by manual means as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means,

Providing Sand Bedding as per technical specfications and as directed by the Departmental Officer incharge of the work

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plastering in CM (1:4) 12mm thick using OPC including cost and conveyance of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Painting to new external walls with two coats plastic emulsion paint over primer coat of approved brandafter thoroughly brushing surface to remove dirt and remains of loose powdered materials including cost and conveyance of materials to work and all oprational, incidental,labour charges for finished item of work as per SS and as directed by the departmental officer incharge of the work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Supply, delivery, fabrication and erection of "cutting toe' with ISA 150x150x15mm including cost and conveyance to work spot including all labour charges for fabrication and erection etc.,complete as per the directions of the departmental authorities.33.6 Kg/rm

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 34.58 m3/h & Head 18m SE1.50.80.40.2.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 69.16 m3/h & Head 18m SE1.80.100.75.4.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 86.45 m3/h & Head 18m SE1.80.100.75.4.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 450x450x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 400x5360 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 600mm Wide x1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Supply Installation Testing And commissioning of 62.5 KVA DG Set complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator: It shall be self-regulated, self-excited and confirms to IS: 13364/1992 or latest version with regulation of +5% from No load to full load, IP23, with standard Alternator Protection (over voltage, over speed & under voltage). Diesel Engine: It shall have residential silencer, up to 10 M exhaust piping, electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank & piping, control panel (16 G) with SPN(For 5 KVA)/TPN MCCB of required rating (25/36/50 KA) with PLC based Engine controller supplied by OEM, Ammeter, Voltmeter, Frequency Meter or Multi-function meter, Energy Meter & Hour Meter, Engine instruments panel, AVM and Automatic Voltage Regulator. The diesel engine shall be capable of providing 10% overload for 1 Hr for every 11 Hrs of continuous running at full load. The DG set shall be supplied with initial filling of fuel, lube oil, coolant oil as per OEM specifications and shall be tested at site. Acoustic Enclosure: Weatherproof, powder coated Acoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183. The doors are fabricated from 1.6 mm CRCA sheet packed with acoustic material, floor of MS chequered plate 5.0 mm thick, all doors/ opening are sealed with neoprene/ EPDN gaskets. The DG Set shall be maintained for two years after commissioning by the supplier including regular servicing, cost of consumables etc complete as specified by the OEM along with warranty for two years. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having processor based genset monitoring and control system MCCB/ACB Ammeter, voltmeter, PF meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure, visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level is less than 75 db (A) at a distance of 1 Mtrs as per CPCB-II norms, complete in all respects.

Supply and erection of 7.50m long double pole structure fabricated with 150x75mm RS Joists,100x50mm MS channels, iron cross armstor fuse set and Lighting arrestrors etc.,including one coat of red oxide primer and two coats of bright Supply

Supply and fixing of 11 KV ,400 A 3 phase central post rotating double break type AB switch(isolator) as per IS 9921) without earth blade, gang operated, Horizontal type, operating mechanism with GI spring loaded reverse loop type fixed contact, solid HD electrolytic copper tubular moving contact with silver/Nickel plated at end points,9 Nos post insulators of 12 KV (IS 2594 and IS 5350) ,Hot Dip galvanizing hardware, GI pipe, Nuts and bolts etc., complete., ELEC 6.5.14/MAT 04113

Supply and fixing of 100 A 11 KV Horn Gap fuse set as per IS 9385 on existing DP structure with 6 no of 24 KV /22 KV post Insulators (IS 5350, Hot dipped Hardware, fuse wire of required size etc., complete ELEC 6.5.12/MAT 04111

Supply and fixing of distribution type lightning arrester 11 KV 5 kA as per IS 3070 with mounting base on the existing DP structure ELEC 6.5.11/MAT 04110

Supply and erection of 11KV Strain disc. Insulators with GI pins and top clamps

Supply and fixing of 11 KV pin Insulator (IS 731/1971) with minimum creepage distance of 300 mm on existing cross arm including all accessories like Hot dip GI spindle and nuts etc., ELEC 6.5.8/MAT 04105

Providing jumper connections with I/O' SWG HDBC wire between the 11 KV equipment on the outdoor structures

Supply and erection of GI stay set of dia 16mm,1.8 mtr long stay rod and anchor plate 380mmx380mmx6.4mm. including stay clamps, turn buckle and GI stay wire tight end through strain insulator including excavation of pit and cc work etc., complete ELEC 6.5.3/MAT 04097

Providing efficient earthing arrangement forthe DP structure lighting arresters and the HV equipment. Transformer body and neutral etc., with 25 x 3 mm copper flats and connecting them to the Earth Electrodes fabricated and buried accroding to standard specifications and as per the details given below:

A) Earth Electrodes

B) 20mm x 3mm Copper Flat(0.529Kgs/1Mtr) MAT 04146

C) Epoxy insulators

D) No.'8' SWG Copper wire. MAT 04141

Supply, Transportation, Installation, Testing and Commissioning of 11/0.433 KV TRANSFORMER with all test reports. The Transformer shall be designed and manufactured as per Energy Efficiency Level - 2 at basic Insulation level conforming to ISS 2026 (Part- I to Part - II) with latest ammended and as per IS 1180 Part-I : 2014 latest ammended, OCTC with initial filling of oil as per IS 335-1993. The basic details of the Transformer are as under. Makes : As per list of recommended brands as category I. MAT-04042 a 100KVA

Supply and laying of 400Sq mm X 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part- I)./1554-I Makes: Makes: Torent / Universal / Unicab / Havells / Finecab/ KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt ELEC-4.1.1q MAT-03431

LT Panel Supply Installation Testing and commissioning of free-standing floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, cleaning with 7 tank process duly painted by two coats of zinc/red oxide primer followed by Powder coated / epoxy / PU painted with phosphatisation in grey or required shade after rinsing. The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, separate detachable, gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear. The thickness of sheet shall not be less than 1.6mm up to 600mm length/ width of any compartment and be 2.0mm above 600mm. The load bearing structure shall be of 2.0mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with detachable extension type structure (only outer area on all sides shall be measured and panel to be fabricated from CPRI approved fabricator) MAT 03976

Supply and fixing of Electrolytic grade copper bus bar bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves MAT 03978

a) 630A TPN SDFU for main switch Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

b) 630A 4pole change over switch Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

c) Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves /channel etc. as required Digital type Make: Conzerve/Elmeasure/Meco/HPL/L&T/socomec MAT 03980

d) Supply and fixing of selector switch for voltmeter (4position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03989

e). Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type Below 500 A Make: Conzerve/Elmeasure/Meco/HPL/L&T/Schneider/AE/Socomec MAT 03983

f).Supply and fixing of CT linked selector switch of 10A for Ampere meter (4 position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03990

g).3RYB Phase indication lamps with leds

h).Supply and Fixing of Current Transformer, with all necessary support in existing panel including connection etc. as required from 200 / 5 to 400/5 Ratio, 10 VA, class 1 accuracy: Make: Kappa/L&T/Seimens/C&S/Schneider MAT 03986

630A TPN SDFU forCW pump house motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for compressor/mechanical equipments Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for low lift sump Raw water motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for Space Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for lighting section Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A 4pole change over switch for lighting section Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

KWH digital meter fro lighting section

Supply of 32 Amp………ISI marked TPN Switch Disconnector Fuse Unit, Cubical type without fuses as per IS: 13947/IEC 60947-3 Makes: As per list of recommended brands as category I.MAT-02879

Supply of 6A to 35 A……ISI marked HRC Fuse Links as per IS 13703-Part 2/IEC 60269- Part 2 Makes: As per list of recommended brands as category I MAT-02938

Standard duty Single phase 250 V / Three phase 440 V, 50 Hz capacitor (Bank) MAT-03998

1000KV LT/Transformer Errection.testing Commensing and Supply of drawing layout plans of installed transformer in tracing cloth and duly get approved from electrical inspector APEPDCL and leaflets for various equipments and opearation manuals etc., complete.

Supply and Laying of 3C X 35 Sq mm XLPE insulated IS:7098/II/85 H.T. cable for working voltage 11 KV Earthed with Stranded Compacted Circular Aluminium Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanized flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable etc., complete. Make: Torrent / Universal / Unicab / Havells / KEI/Polycab/Gloster/RR Kabel/RPG MAT 03456

Transformer Yard

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth for foundations of buildings in restricted places By manual means upto 3m depth

Column footings

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

for Column footings

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete, vibrating,curing etc M25design mix concrete

column footings

Plinth beam 2(15+12)=54-gate3.00=51.00

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Supply and filling the transformer yard with 40mm HBG metal m/c

Helipad (SPS-5) @ 45.33m3/hr with 18m Head

Providing Site filling with Gravel (70%) & Sand (30%) Mix in Layers of not greater than 20 centimeters and compacting to the desired density, the rate includes cost of material to work place homgenious mixing spreading as per the Pre & Final Levels in Layers compacting at each layer raming, watering etc., complete as per Standard Specifications and directed by the Departmental Office in Charge of the Work. Note: The Quanitity mentioned in the Estimate is Tentative. Actual Quantity shall be arraived as per the Grid Levels of the Work Site i.e., Pre Levels and Formation Levels as per the approved Designs after compaction to the desired density and that shall form the basis for arriving final quantity and payments thereon.

Earthwork excavation in all types of soils up to 3.00 Mts depth below GL by manual means as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means,

Providing Sand Bedding as per technical specfications and as directed by the Departmental Officer incharge of the work

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plastering in CM (1:4) 12mm thick using OPC including cost and conveyance of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Painting to new external walls with two coats plastic emulsion paint over primer coat of approved brandafter thoroughly brushing surface to remove dirt and remains of loose powdered materials including cost and conveyance of materials to work and all oprational, incidental,labour charges for finished item of work as per SS and as directed by the departmental officer incharge of the work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Well sinking in sandy and other loose soils under water either by manual labour, divers, or dredgers, weighing the top of steining to assist sinking etc., including dewatering and other incidental charges such as hire charges for mechanical equipment etc,complete for internal diameter of 4.0Mts.

2.00mts to 4.00mts

4.00mts to 6.00mts

6.00mts to 8.00mts

8.00mts to 10 mts

Supply, delivery, fabrication and erection of "cutting toe' with ISA 150x150x15mm including cost and conveyance to work spot including all labour charges for fabrication and erection etc.,complete as per the directions of the departmental authorities.33.6 Kg/rm

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 67.08 m3/h & Head 18m SE1.80.100.75.4.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 134.16 m3/h & Head 18m SE1.85.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 167.7 m3/h & Head 18m SE1.85.100.130.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 450x450x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 400mm Wide x 4810 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 600mm Wide x 1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Supply Installation Testing And commissioning of 62.5 KVA DG Set complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator: It shall be self-regulated, self-excited and confirms to IS: 13364/1992 or latest version with regulation of +5% from No load to full load, IP23, with standard Alternator Protection (over voltage, over speed & under voltage). Diesel Engine: It shall have residential silencer, up to 10 M exhaust piping, electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank & piping, control panel (16 G) with SPN(For 5 KVA)/TPN MCCB of required rating (25/36/50 KA) with PLC based Engine controller supplied by OEM, Ammeter, Voltmeter, Frequency Meter or Multi-function meter, Energy Meter & Hour Meter, Engine instruments panel, AVM and Automatic Voltage Regulator. The diesel engine shall be capable of providing 10% overload for 1 Hr for every 11 Hrs of continuous running at full load. The DG set shall be supplied with initial filling of fuel, lube oil, coolant oil as per OEM specifications and shall be tested at site. Acoustic Enclosure: Weatherproof, powder coated Acoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183. The doors are fabricated from 1.6 mm CRCA sheet packed with acoustic material, floor of MS chequered plate 5.0 mm thick, all doors/ opening are sealed with neoprene/ EPDN gaskets. The DG Set shall be maintained for two years after commissioning by the supplier including regular servicing, cost of consumables etc complete as specified by the OEM along with warranty for two years. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having processor based genset monitoring and control system MCCB/ACB Ammeter, voltmeter, PF meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure, visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level is less than 75 db (A) at a distance of 1 Mtrs as per CPCB-II norms, complete in all respects.

Supply and erection of 7.50m long double pole structure fabricated with 150x75mm RS Joists,100x50mm MS channels, iron cross armstor fuse set and Lighting arrestrors etc.,including one coat of red oxide primer and two coats of bright Supply

Supply and fixing of 11 KV ,400 A 3 phase central post rotating double break type AB switch(isolator) as per IS 9921) without earth blade, gang operated, Horizontal type, operating mechanism with GI spring loaded reverse loop type fixed contact, solid HD electrolytic copper tubular moving contact with silver/Nickel plated at end points,9 Nos post insulators of 12 KV (IS 2594 and IS 5350) ,Hot Dip galvanizing hardware, GI pipe, Nuts and bolts etc., complete., ELEC 6.5.14/MAT 04113

Supply and fixing of 100 A 11 KV Horn Gap fuse set as per IS 9385 on existing DP structure with 6 no of 24 KV /22 KV post Insulators (IS 5350, Hot dipped Hardware, fuse wire of required size etc., complete ELEC 6.5.12/MAT 04111

Supply and fixing of distribution type lightning arrester 11 KV 5 kA as per IS 3070 with mounting base on the existing DP structure ELEC 6.5.11/MAT 04110

Supply and erection of 11KV Strain disc. Insulators with GI pins and top clamps

Supply and fixing of 11 KV pin Insulator (IS 731/1971) with minimum creepage distance of 300 mm on existing cross arm including all accessories like Hot dip GI spindle and nuts etc., ELEC 6.5.8/MAT 04105

Providing jumper connections with I/O' SWG HDBC wire between the 11 KV equipment on the outdoor structures

Supply and erection of GI stay set of dia 16mm,1.8 mtr long stay rod and anchor plate 380mmx380mmx6.4mm. including stay clamps, turn buckle and GI stay wire tight end through strain insulator including excavation of pit and cc work etc., complete ELEC 6.5.3/MAT 04097

Providing efficient earthing arrangement forthe DP structure lighting arresters and the HV equipment. Transformer body and neutral etc., with 25 x 3 mm copper flats and connecting them to the Earth Electrodes fabricated and buried accroding to standard specifications and as per the details given below:

A) Earth Electrodes

B) 20mm x 3mm Copper Flat(0.529Kgs/1Mtr) MAT 04146

C) Epoxy insulators

D) No.'8' SWG Copper wire. MAT 04141

Supply, Transportation, Installation, Testing and Commissioning of 11/0.433 KV TRANSFORMER with all test reports. The Transformer shall be designed and manufactured as per Energy Efficiency Level - 2 at basic Insulation level conforming to ISS 2026 (Part- I to Part - II) with latest ammended and as per IS 1180 Part-I : 2014 latest ammended, OCTC with initial filling of oil as per IS 335-1993. The basic details of the Transformer are as under. Makes : As per list of recommended brands as category I. MAT-04042 a 100KVA

Supply and laying of 400Sq mm X 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part- I)./1554-I Makes: Makes: Torent / Universal / Unicab / Havells / Finecab/ KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt ELEC-4.1.1q MAT-03431

LT Panel Supply Installation Testing and commissioning of free-standing floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, cleaning with 7 tank process duly painted by two coats of zinc/red oxide primer followed by Powder coated / epoxy / PU painted with phosphatisation in grey or required shade after rinsing. The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, separate detachable, gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear. The thickness of sheet shall not be less than 1.6mm up to 600mm length/ width of any compartment and be 2.0mm above 600mm. The load bearing structure shall be of 2.0mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with detachable extension type structure (only outer area on all sides shall be measured and panel to be fabricated from CPRI approved fabricator) MAT 03976

Supply and fixing of Electrolytic grade copper bus bar bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves MAT 03978

a) 630A TPN SDFU for main switch Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

b) 630A 4pole change over switch Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

c) Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves /channel etc. as required Digital type Make: Conzerve/Elmeasure/Meco/HPL/L&T/socomec MAT 03980

d) Supply and fixing of selector switch for voltmeter (4position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03989

e). Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type Below 500 A Make: Conzerve/Elmeasure/Meco/HPL/L&T/Schneider/AE/Socomec MAT 03983

f).Supply and fixing of CT linked selector switch of 10A for Ampere meter (4 position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03990

g).3RYB Phase indication lamps with leds

h).Supply and Fixing of Current Transformer, with all necessary support in existing panel including connection etc. as required from 200 / 5 to 400/5 Ratio, 10 VA, class 1 accuracy: Make: Kappa/L&T/Seimens/C&S/Schneider MAT 03986

630A TPN SDFU forCW pump house motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for compressor/mechanical equipments Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for low lift sump Raw water motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for Space Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for lighting section Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A 4pole change over switch for lighting section Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

KWH digital meter fro lighting section

Supply of 32 Amp………ISI marked TPN Switch Disconnector Fuse Unit, Cubical type without fuses as per IS: 13947/IEC 60947-3 Makes: As per list of recommended brands as category I.MAT-02879

Supply of 6A to 35 A……ISI marked HRC Fuse Links as per IS 13703-Part 2/IEC 60269- Part 2 Makes: As per list of recommended brands as category I MAT-02938

Standard duty Single phase 250 V / Three phase 440 V, 50 Hz capacitor (Bank) MAT-03998

1000KV LT/Transformer Errection.testing Commensing and Supply of drawing layout plans of installed transformer in tracing cloth and duly get approved from electrical inspector APEPDCL and leaflets for various equipments and opearation manuals etc., complete.

Supply and Laying of 3C X 35 Sq mm XLPE insulated IS:7098/II/85 H.T. cable for working voltage 11 KV Earthed with Stranded Compacted Circular Aluminium Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanized flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable etc., complete. Make: Torrent / Universal / Unicab / Havells / KEI/Polycab/Gloster/RR Kabel/RPG MAT 03456

Transformer Yard

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth for foundations of buildings in restricted places By manual means upto 3m depth

Column footings

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

for Column footings

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete, vibrating,curing etc M25design mix concrete

column footings

Plinth beam 2(15+12)=54-gate3.00=51.00

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Supply and filling the transformer yard with 40mm HBG metal m/c

Atmakur Road(SPS-10A) @ 88.33m3/hr with 17m Head

Providing Site filling with Gravel (70%) & Sand (30%) Mix in Layers of not greater than 20 centimeters and compacting to the desired density, the rate includes cost of material to work place homgenious mixing spreading as per the Pre & Final Levels in Layers compacting at each layer raming, watering etc., complete as per Standard Specifications and directed by the Departmental Office in Charge of the Work. Note: The Quanitity mentioned in the Estimate is Tentative. Actual Quantity shall be arraived as per the Grid Levels of the Work Site i.e., Pre Levels and Formation Levels as per the approved Designs after compaction to the desired density and that shall form the basis for arriving final quantity and payments thereon.

Earthwork excavation in all types of soils up to 3.00 Mts depth below GL by manual means as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means,

Providing Sand Bedding as per technical specfications and as directed by the Departmental Officer incharge of the work

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plastering in CM (1:4) 12mm thick using OPC including cost and conveyance of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Painting to new external walls with two coats plastic emulsion paint over primer coat of approved brandafter thoroughly brushing surface to remove dirt and remains of loose powdered materials including cost and conveyance of materials to work and all oprational, incidental,labour charges for finished item of work as per SS and as directed by the departmental officer incharge of the work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Well sinking in sandy and other loose soils under water either by manual labour, divers, or dredgers, weighing the top of steining to assist sinking etc., including dewatering and other incidental charges such as hire charges for mechanical equipment etc,complete for internal diameter of 4.0Mts.

2.00mts to 4.00mts

4.00mts to 6.00mts

6.00mts to 8.00mts

8.00mts to 10 mts

Supply, delivery, fabrication and erection of "cutting toe' with ISA 150x150x15mm including cost and conveyance to work spot including all labour charges for fabrication and erection etc.,complete as per the directions of the departmental authorities.33.6 Kg/rm

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 67.08 m3/h & Head 18m SE1.80.100.75.4.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 134.16 m3/h & Head 18m SE1.85.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 167.7 m3/h & Head 18m SE1.85.100.130.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 450x450x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 500mm Wide x 5640 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 600mm Wide x 1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Supply Installation Testing And commissioning of 125 KVA DG Set complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator: It shall be self-regulated, self-excited and confirms to IS: 13364/1992 or latest version with regulation of +5% from No load to full load, IP23, with standard Alternator Protection (over voltage, over speed & under voltage). Diesel Engine: It shall have residential silencer, up to 10 M exhaust piping, electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank & piping, control panel (16 G) with SPN(For 5 KVA)/TPN MCCB of required rating (25/36/50 KA) with PLC based Engine controller supplied by OEM, Ammeter, Voltmeter, Frequency Meter or Multi-function meter, Energy Meter & Hour Meter, Engine instruments panel, AVM and Automatic Voltage Regulator. The diesel engine shall be capable of providing 10% overload for 1 Hr for every 11 Hrs of continuous running at full load. The DG set shall be supplied with initial filling of fuel, lube oil, coolant oil as per OEM specifications and shall be tested at site. Acoustic Enclosure: Weatherproof, powder coated Acoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183. The doors are fabricated from 1.6 mm CRCA sheet packed with acoustic material, floor of MS chequered plate 5.0 mm thick, all doors/ opening are sealed with neoprene/ EPDN gaskets. The DG Set shall be maintained for two years after commissioning by the supplier including regular servicing, cost of consumables etc complete as specified by the OEM along with warranty for two years. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having processor based genset monitoring and control system MCCB/ACB Ammeter, voltmeter, PF meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure, visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level is less than 75 db (A) at a distance of 1 Mtrs as per CPCB-II norms, complete in all respects.

Supply and erection of 7.50m long double pole structure fabricated with 150x75mm RS Joists,100x50mm MS channels, iron cross armstor fuse set and Lighting arrestrors etc.,including one coat of red oxide primer and two coats of bright Supply

Supply and fixing of 11 KV ,400 A 3 phase central post rotating double break type AB switch(isolator) as per IS 9921) without earth blade, gang operated, Horizontal type, operating mechanism with GI spring loaded reverse loop type fixed contact, solid HD electrolytic copper tubular moving contact with silver/Nickel plated at end points,9 Nos post insulators of 12 KV (IS 2594 and IS 5350) ,Hot Dip galvanizing hardware, GI pipe, Nuts and bolts etc., complete., ELEC 6.5.14/MAT 04113

Supply and fixing of 100 A 11 KV Horn Gap fuse set as per IS 9385 on existing DP structure with 6 no of 24 KV /22 KV post Insulators (IS 5350, Hot dipped Hardware, fuse wire of required size etc., complete ELEC 6.5.12/MAT 04111

Supply and fixing of distribution type lightning arrester 11 KV 5 kA as per IS 3070 with mounting base on the existing DP structure ELEC 6.5.11/MAT 04110

Supply and erection of 11KV Strain disc. Insulators with GI pins and top clamps

Supply and fixing of 11 KV pin Insulator (IS 731/1971) with minimum creepage distance of 300 mm on existing cross arm including all accessories like Hot dip GI spindle and nuts etc., ELEC 6.5.8/MAT 04105

Providing jumper connections with I/O' SWG HDBC wire between the 11 KV equipment on the outdoor structures

Supply and erection of GI stay set of dia 16mm,1.8 mtr long stay rod and anchor plate 380mmx380mmx6.4mm. including stay clamps, turn buckle and GI stay wire tight end through strain insulator including excavation of pit and cc work etc., complete ELEC 6.5.3/MAT 04097

Providing efficient earthing arrangement forthe DP structure lighting arresters and the HV equipment. Transformer body and neutral etc., with 25 x 3 mm copper flats and connecting them to the Earth Electrodes fabricated and buried accroding to standard specifications and as per the details given below:

A) Earth Electrodes

B) 20mm x 3mm Copper Flat(0.529Kgs/1Mtr) MAT 04146

C) Epoxy insulators

D) No.'8' SWG Copper wire. MAT 04141

Supply, Transportation, Installation, Testing and Commissioning of 11/0.433 KV TRANSFORMER with all test reports. The Transformer shall be designed and manufactured as per Energy Efficiency Level - 2 at basic Insulation level conforming to ISS 2026 (Part- I to Part - II) with latest ammended and as per IS 1180 Part-I : 2014 latest ammended, OCTC with initial filling of oil as per IS 335-1993. The basic details of the Transformer are as under. Makes : As per list of recommended brands as category I. MAT-04042 a 100KVA

Supply and laying of 400Sq mm X 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part- I)./1554-I Makes: Makes: Torent / Universal / Unicab / Havells / Finecab/ KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt ELEC-4.1.1q MAT-03431

LT Panel Supply Installation Testing and commissioning of free-standing floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, cleaning with 7 tank process duly painted by two coats of zinc/red oxide primer followed by Powder coated / epoxy / PU painted with phosphatisation in grey or required shade after rinsing. The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, separate detachable, gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear. The thickness of sheet shall not be less than 1.6mm up to 600mm length/ width of any compartment and be 2.0mm above 600mm. The load bearing structure shall be of 2.0mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with detachable extension type structure (only outer area on all sides shall be measured and panel to be fabricated from CPRI approved fabricator) MAT 03976

Supply and fixing of Electrolytic grade copper bus bar bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves MAT 03978

a) 630A TPN SDFU for main switch Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

b) 630A 4pole change over switch Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

c) Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves /channel etc. as required Digital type Make: Conzerve/Elmeasure/Meco/HPL/L&T/socomec MAT 03980

d) Supply and fixing of selector switch for voltmeter (4position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03989

e). Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type Below 500 A Make: Conzerve/Elmeasure/Meco/HPL/L&T/Schneider/AE/Socomec MAT 03983

f).Supply and fixing of CT linked selector switch of 10A for Ampere meter (4 position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03990

g).3RYB Phase indication lamps with leds

h).Supply and Fixing of Current Transformer, with all necessary support in existing panel including connection etc. as required from 200 / 5 to 400/5 Ratio, 10 VA, class 1 accuracy: Make: Kappa/L&T/Seimens/C&S/Schneider MAT 03986

630A TPN SDFU forCW pump house motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for compressor/mechanical equipments Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for low lift sump Raw water motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for Space Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for lighting section Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A 4pole change over switch for lighting section Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

KWH digital meter fro lighting section

Supply of 32 Amp………ISI marked TPN Switch Disconnector Fuse Unit, Cubical type without fuses as per IS: 13947/IEC 60947-3 Makes: As per list of recommended brands as category I.MAT-02879

Supply of 6A to 35 A……ISI marked HRC Fuse Links as per IS 13703-Part 2/IEC 60269- Part 2 Makes: As per list of recommended brands as category I MAT-02938

Standard duty Single phase 250 V / Three phase 440 V, 50 Hz capacitor (Bank) MAT-03998

1000KV LT/Transformer Errection.testing Commensing and Supply of drawing layout plans of installed transformer in tracing cloth and duly get approved from electrical inspector APEPDCL and leaflets for various equipments and opearation manuals etc., complete.

Supply and Laying of 3C X 35 Sq mm XLPE insulated IS:7098/II/85 H.T. cable for working voltage 11 KV Earthed with Stranded Compacted Circular Aluminium Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanized flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable etc., complete. Make: Torrent / Universal / Unicab / Havells / KEI/Polycab/Gloster/RR Kabel/RPG MAT 03456

Transformer Yard

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth for foundations of buildings in restricted places By manual means upto 3m depth

Column footings

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

for Column footings

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete, vibrating,curing etc M25design mix concrete

column footings

Plinth beam 2(15+12)=54-gate3.00=51.00

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Supply and filling the transformer yard with 40mm HBG metal m/c

Near ATMAKUR VILLAGE (SPS-10B) @ 12.50m3/hr with 16m Head

Providing Site filling with Gravel (70%) & Sand (30%) Mix in Layers of not greater than 20 centimeters and compacting to the desired density, the rate includes cost of material to work place homgenious mixing spreading as per the Pre & Final Levels in Layers compacting at each layer raming, watering etc., complete as per Standard Specifications and directed by the Departmental Office in Charge of the Work. Note: The Quanitity mentioned in the Estimate is Tentative. Actual Quantity shall be arraived as per the Grid Levels of the Work Site i.e., Pre Levels and Formation Levels as per the approved Designs after compaction to the desired density and that shall form the basis for arriving final quantity and payments thereon.

Earthwork excavation in all types of soils up to 3.00 Mts depth below GL by manual means as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means,

Providing Sand Bedding as per technical specfications and as directed by the Departmental Officer incharge of the work

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plastering in CM (1:4) 12mm thick using OPC including cost and conveyance of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Painting to new external walls with two coats plastic emulsion paint over primer coat of approved brandafter thoroughly brushing surface to remove dirt and remains of loose powdered materials including cost and conveyance of materials to work and all oprational, incidental,labour charges for finished item of work as per SS and as directed by the departmental officer incharge of the work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Supply, delivery, fabrication and erection of "cutting toe' with ISA 150x150x15mm including cost and conveyance to work spot including all labour charges for fabrication and erection etc.,complete as per the directions of the departmental authorities.33.6 Kg/rm

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 12.5 m3/h & Head 16m SE1.50.80.30.2.50D.B.Q Auto coupling set DN 80 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 25 m3/h & Head 16m SE1.50.80.30.2.50D.B.Q Auto coupling set DN 80 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 31.25 m3/h & Head 16m SE1.50.80.30.2.50D.B.Q Auto coupling set DN 80 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 450x450x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 400x4260 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 600mm Wide x1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Supply Installation Testing And commissioning of 25 KVA DG Set complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator: It shall be self-regulated, self-excited and confirms to IS: 13364/1992 or latest version with regulation of +5% from No load to full load, IP23, with standard Alternator Protection (over voltage, over speed & under voltage). Diesel Engine: It shall have residential silencer, up to 10 M exhaust piping, electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank & piping, control panel (16 G) with SPN(For 5 KVA)/TPN MCCB of required rating (25/36/50 KA) with PLC based Engine controller supplied by OEM, Ammeter, Voltmeter, Frequency Meter or Multi-function meter, Energy Meter & Hour Meter, Engine instruments panel, AVM and Automatic Voltage Regulator. The diesel engine shall be capable of providing 10% overload for 1 Hr for every 11 Hrs of continuous running at full load. The DG set shall be supplied with initial filling of fuel, lube oil, coolant oil as per OEM specifications and shall be tested at site. Acoustic Enclosure: Weatherproof, powder coated Acoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183. The doors are fabricated from 1.6 mm CRCA sheet packed with acoustic material, floor of MS chequered plate 5.0 mm thick, all doors/ opening are sealed with neoprene/ EPDN gaskets. The DG Set shall be maintained for two years after commissioning by the supplier including regular servicing, cost of consumables etc complete as specified by the OEM along with warranty for two years. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having processor based genset monitoring and control system MCCB/ACB Ammeter, voltmeter, PF meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure, visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level is less than 75 db (A) at a distance of 1 Mtrs as per CPCB-II norms, complete in all respects.

Supply and erection of 7.50m long double pole structure fabricated with 150x75mm RS Joists,100x50mm MS channels, iron cross armstor fuse set and Lighting arrestrors etc.,including one coat of red oxide primer and two coats of bright Supply

Supply and fixing of 11 KV ,400 A 3 phase central post rotating double break type AB switch(isolator) as per IS 9921) without earth blade, gang operated, Horizontal type, operating mechanism with GI spring loaded reverse loop type fixed contact, solid HD electrolytic copper tubular moving contact with silver/Nickel plated at end points,9 Nos post insulators of 12 KV (IS 2594 and IS 5350) ,Hot Dip galvanizing hardware, GI pipe, Nuts and bolts etc., complete., ELEC 6.5.14/MAT 04113

Supply and fixing of 100 A 11 KV Horn Gap fuse set as per IS 9385 on existing DP structure with 6 no of 24 KV /22 KV post Insulators (IS 5350, Hot dipped Hardware, fuse wire of required size etc., complete ELEC 6.5.12/MAT 04111

Supply and fixing of distribution type lightning arrester 11 KV 5 kA as per IS 3070 with mounting base on the existing DP structure ELEC 6.5.11/MAT 04110

Supply and erection of 11KV Strain disc. Insulators with GI pins and top clamps

Supply and fixing of 11 KV pin Insulator (IS 731/1971) with minimum creepage distance of 300 mm on existing cross arm including all accessories like Hot dip GI spindle and nuts etc., ELEC 6.5.8/MAT 04105

Providing jumper connections with I/O' SWG HDBC wire between the 11 KV equipment on the outdoor structures

Supply and erection of GI stay set of dia 16mm,1.8 mtr long stay rod and anchor plate 380mmx380mmx6.4mm. including stay clamps, turn buckle and GI stay wire tight end through strain insulator including excavation of pit and cc work etc., complete ELEC 6.5.3/MAT 04097

Providing efficient earthing arrangement forthe DP structure lighting arresters and the HV equipment. Transformer body and neutral etc., with 25 x 3 mm copper flats and connecting them to the Earth Electrodes fabricated and buried accroding to standard specifications and as per the details given below:

A) Earth Electrodes

B) 20mm x 3mm Copper Flat(0.529Kgs/1Mtr) MAT 04146

C) Epoxy insulators

D) No.'8' SWG Copper wire. MAT 04141

Supply, Transportation, Installation, Testing and Commissioning of 11/0.433 KV TRANSFORMER with all test reports. The Transformer shall be designed and manufactured as per Energy Efficiency Level - 2 at basic Insulation level conforming to ISS 2026 (Part- I to Part - II) with latest ammended and as per IS 1180 Part-I : 2014 latest ammended, OCTC with initial filling of oil as per IS 335-1993. The basic details of the Transformer are as under. Makes : As per list of recommended brands as category I. MAT-04042 a 100KVA

Supply and laying of 400Sq mm X 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part- I)./1554-I Makes: Makes: Torent / Universal / Unicab / Havells / Finecab/ KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt ELEC-4.1.1q MAT-03431

LT Panel Supply Installation Testing and commissioning of free-standing floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, cleaning with 7 tank process duly painted by two coats of zinc/red oxide primer followed by Powder coated / epoxy / PU painted with phosphatisation in grey or required shade after rinsing. The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, separate detachable, gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear. The thickness of sheet shall not be less than 1.6mm up to 600mm length/ width of any compartment and be 2.0mm above 600mm. The load bearing structure shall be of 2.0mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with detachable extension type structure (only outer area on all sides shall be measured and panel to be fabricated from CPRI approved fabricator) MAT 03976

Supply and fixing of Electrolytic grade copper bus bar bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves MAT 03978

a) 630A TPN SDFU for main switch Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

b) 630A 4pole change over switch Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

c) Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves /channel etc. as required Digital type Make: Conzerve/Elmeasure/Meco/HPL/L&T/socomec MAT 03980

d) Supply and fixing of selector switch for voltmeter (4position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03989

e). Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type Below 500 A Make: Conzerve/Elmeasure/Meco/HPL/L&T/Schneider/AE/Socomec MAT 03983

f).Supply and fixing of CT linked selector switch of 10A for Ampere meter (4 position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03990

g).3RYB Phase indication lamps with leds

h).Supply and Fixing of Current Transformer, with all necessary support in existing panel including connection etc. as required from 200 / 5 to 400/5 Ratio, 10 VA, class 1 accuracy: Make: Kappa/L&T/Seimens/C&S/Schneider MAT 03986

630A TPN SDFU forCW pump house motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for compressor/mechanical equipments Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for low lift sump Raw water motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for Space Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for lighting section Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A 4pole change over switch for lighting section Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

KWH digital meter fro lighting section

Supply of 32 Amp………ISI marked TPN Switch Disconnector Fuse Unit, Cubical type without fuses as per IS: 13947/IEC 60947-3 Makes: As per list of recommended brands as category I.MAT-02879

Supply of 6A to 35 A……ISI marked HRC Fuse Links as per IS 13703-Part 2/IEC 60269- Part 2 Makes: As per list of recommended brands as category I MAT-02938

Standard duty Single phase 250 V / Three phase 440 V, 50 Hz capacitor (Bank) MAT-03998

1000KV LT/Transformer Errection.testing Commensing and Supply of drawing layout plans of installed transformer in tracing cloth and duly get approved from electrical inspector APEPDCL and leaflets for various equipments and opearation manuals etc., complete.

Supply and Laying of 3C X 35 Sq mm XLPE insulated IS:7098/II/85 H.T. cable for working voltage 11 KV Earthed with Stranded Compacted Circular Aluminium Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanized flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable etc., complete. Make: Torrent / Universal / Unicab / Havells / KEI/Polycab/Gloster/RR Kabel/RPG MAT 03456

Transformer Yard

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth for foundations of buildings in restricted places By manual means upto 3m depth

Column footings

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

for Column footings

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete, vibrating,curing etc M25design mix concrete

column footings

Plinth beam 2(15+12)=54-gate3.00=51.00

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Supply and filling the transformer yard with 40mm HBG metal m/c

Near Akshya Patra (SPS-10 C) @ 11.25m3/hr with 17m Head

Providing Site filling with Gravel (70%) & Sand (30%) Mix in Layers of not greater than 20 centimeters and compacting to the desired density, the rate includes cost of material to work place homgenious mixing spreading as per the Pre & Final Levels in Layers compacting at each layer raming, watering etc., complete as per Standard Specifications and directed by the Departmental Office in Charge of the Work. Note: The Quanitity mentioned in the Estimate is Tentative. Actual Quantity shall be arraived as per the Grid Levels of the Work Site i.e., Pre Levels and Formation Levels as per the approved Designs after compaction to the desired density and that shall form the basis for arriving final quantity and payments thereon.

Earthwork excavation in all types of soils up to 3.00 Mts depth below GL by manual means as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means,

Providing Sand Bedding as per technical specfications and as directed by the Departmental Officer incharge of the work

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plastering in CM (1:4) 12mm thick using OPC including cost and conveyance of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Painting to new external walls with two coats plastic emulsion paint over primer coat of approved brandafter thoroughly brushing surface to remove dirt and remains of loose powdered materials including cost and conveyance of materials to work and all oprational, incidental,labour charges for finished item of work as per SS and as directed by the departmental officer incharge of the work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Supply, delivery, fabrication and erection of "cutting toe' with ISA 150x150x15mm including cost and conveyance to work spot including all labour charges for fabrication and erection etc.,complete as per the directions of the departmental authorities.33.6 Kg/rm

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 67.08 m3/h & Head 18m SE1.80.100.75.4.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 134.16 m3/h & Head 18m SE1.85.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 167.7 m3/h & Head 18m SE1.85.100.130.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 450x450x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 400mm Wide x 4990 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 600mm Wide x 1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Supply Installation Testing And commissioning of 25 KVA DG Set complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator: It shall be self-regulated, self-excited and confirms to IS: 13364/1992 or latest version with regulation of +5% from No load to full load, IP23, with standard Alternator Protection (over voltage, over speed & under voltage). Diesel Engine: It shall have residential silencer, up to 10 M exhaust piping, electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank & piping, control panel (16 G) with SPN(For 5 KVA)/TPN MCCB of required rating (25/36/50 KA) with PLC based Engine controller supplied by OEM, Ammeter, Voltmeter, Frequency Meter or Multi-function meter, Energy Meter & Hour Meter, Engine instruments panel, AVM and Automatic Voltage Regulator. The diesel engine shall be capable of providing 10% overload for 1 Hr for every 11 Hrs of continuous running at full load. The DG set shall be supplied with initial filling of fuel, lube oil, coolant oil as per OEM specifications and shall be tested at site. Acoustic Enclosure: Weatherproof, powder coated Acoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183. The doors are fabricated from 1.6 mm CRCA sheet packed with acoustic material, floor of MS chequered plate 5.0 mm thick, all doors/ opening are sealed with neoprene/ EPDN gaskets. The DG Set shall be maintained for two years after commissioning by the supplier including regular servicing, cost of consumables etc complete as specified by the OEM along with warranty for two years. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having processor based genset monitoring and control system MCCB/ACB Ammeter, voltmeter, PF meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure, visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level is less than 75 db (A) at a distance of 1 Mtrs as per CPCB-II norms, complete in all respects.

Supply and erection of 7.50m long double pole structure fabricated with 150x75mm RS Joists,100x50mm MS channels, iron cross armstor fuse set and Lighting arrestrors etc.,including one coat of red oxide primer and two coats of bright Supply

Supply and fixing of 11 KV ,400 A 3 phase central post rotating double break type AB switch(isolator) as per IS 9921) without earth blade, gang operated, Horizontal type, operating mechanism with GI spring loaded reverse loop type fixed contact, solid HD electrolytic copper tubular moving contact with silver/Nickel plated at end points,9 Nos post insulators of 12 KV (IS 2594 and IS 5350) ,Hot Dip galvanizing hardware, GI pipe, Nuts and bolts etc., complete., ELEC 6.5.14/MAT 04113

Supply and fixing of 100 A 11 KV Horn Gap fuse set as per IS 9385 on existing DP structure with 6 no of 24 KV /22 KV post Insulators (IS 5350, Hot dipped Hardware, fuse wire of required size etc., complete ELEC 6.5.12/MAT 04111

Supply and fixing of distribution type lightning arrester 11 KV 5 kA as per IS 3070 with mounting base on the existing DP structure ELEC 6.5.11/MAT 04110

Supply and erection of 11KV Strain disc. Insulators with GI pins and top clamps

Supply and fixing of 11 KV pin Insulator (IS 731/1971) with minimum creepage distance of 300 mm on existing cross arm including all accessories like Hot dip GI spindle and nuts etc., ELEC 6.5.8/MAT 04105

Providing jumper connections with I/O' SWG HDBC wire between the 11 KV equipment on the outdoor structures

Supply and erection of GI stay set of dia 16mm,1.8 mtr long stay rod and anchor plate 380mmx380mmx6.4mm. including stay clamps, turn buckle and GI stay wire tight end through strain insulator including excavation of pit and cc work etc., complete ELEC 6.5.3/MAT 04097

Providing efficient earthing arrangement forthe DP structure lighting arresters and the HV equipment. Transformer body and neutral etc., with 25 x 3 mm copper flats and connecting them to the Earth Electrodes fabricated and buried accroding to standard specifications and as per the details given below:

A) Earth Electrodes

B) 20mm x 3mm Copper Flat(0.529Kgs/1Mtr) MAT 04146

C) Epoxy insulators

D) No.'8' SWG Copper wire. MAT 04141

Supply, Transportation, Installation, Testing and Commissioning of 11/0.433 KV TRANSFORMER with all test reports. The Transformer shall be designed and manufactured as per Energy Efficiency Level - 2 at basic Insulation level conforming to ISS 2026 (Part- I to Part - II) with latest ammended and as per IS 1180 Part-I : 2014 latest ammended, OCTC with initial filling of oil as per IS 335-1993. The basic details of the Transformer are as under. Makes : As per list of recommended brands as category I. MAT-04042 a 100KVA

Supply and laying of 400Sq mm X 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part- I)./1554-I Makes: Makes: Torent / Universal / Unicab / Havells / Finecab/ KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt ELEC-4.1.1q MAT-03431

LT Panel Supply Installation Testing and commissioning of free-standing floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, cleaning with 7 tank process duly painted by two coats of zinc/red oxide primer followed by Powder coated / epoxy / PU painted with phosphatisation in grey or required shade after rinsing. The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, separate detachable, gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear. The thickness of sheet shall not be less than 1.6mm up to 600mm length/ width of any compartment and be 2.0mm above 600mm. The load bearing structure shall be of 2.0mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with detachable extension type structure (only outer area on all sides shall be measured and panel to be fabricated from CPRI approved fabricator) MAT 03976

Supply and fixing of Electrolytic grade copper bus bar bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves MAT 03978

a) 630A TPN SDFU for main switch Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

b) 630A 4pole change over switch Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

c) Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves /channel etc. as required Digital type Make: Conzerve/Elmeasure/Meco/HPL/L&T/socomec MAT 03980

d) Supply and fixing of selector switch for voltmeter (4position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03989

e). Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type Below 500 A Make: Conzerve/Elmeasure/Meco/HPL/L&T/Schneider/AE/Socomec MAT 03983

f).Supply and fixing of CT linked selector switch of 10A for Ampere meter (4 position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03990

g).3RYB Phase indication lamps with leds

h).Supply and Fixing of Current Transformer, with all necessary support in existing panel including connection etc. as required from 200 / 5 to 400/5 Ratio, 10 VA, class 1 accuracy: Make: Kappa/L&T/Seimens/C&S/Schneider MAT 03986

630A TPN SDFU forCW pump house motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for compressor/mechanical equipments Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for low lift sump Raw water motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for Space Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for lighting section Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A 4pole change over switch for lighting section Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

KWH digital meter fro lighting section

Supply of 32 Amp………ISI marked TPN Switch Disconnector Fuse Unit, Cubical type without fuses as per IS: 13947/IEC 60947-3 Makes: As per list of recommended brands as category I.MAT-02879

Supply of 6A to 35 A……ISI marked HRC Fuse Links as per IS 13703-Part 2/IEC 60269- Part 2 Makes: As per list of recommended brands as category I MAT-02938

Standard duty Single phase 250 V / Three phase 440 V, 50 Hz capacitor (Bank) MAT-03998

1000KV LT/Transformer Errection.testing Commensing and Supply of drawing layout plans of installed transformer in tracing cloth and duly get approved from electrical inspector APEPDCL and leaflets for various equipments and opearation manuals etc., complete.

Supply and Laying of 3C X 35 Sq mm XLPE insulated IS:7098/II/85 H.T. cable for working voltage 11 KV Earthed with Stranded Compacted Circular Aluminium Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanized flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable etc., complete. Make: Torrent / Universal / Unicab / Havells / KEI/Polycab/Gloster/RR Kabel/RPG MAT 03456

Transformer Yard

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth for foundations of buildings in restricted places By manual means upto 3m depth

Column footings

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

for Column footings

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete, vibrating,curing etc M25design mix concrete

column footings

Plinth beam 2(15+12)=54-gate3.00=51.00

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Supply and filling the transformer yard with 40mm HBG metal m/c

Near Ippatam (SPS-11) @ 58.33m3/hr with 17m Head

Providing Site filling with Gravel (70%) & Sand (30%) Mix in Layers of not greater than 20 centimeters and compacting to the desired density, the rate includes cost of material to work place homgenious mixing spreading as per the Pre & Final Levels in Layers compacting at each layer raming, watering etc., complete as per Standard Specifications and directed by the Departmental Office in Charge of the Work. Note: The Quanitity mentioned in the Estimate is Tentative. Actual Quantity shall be arraived as per the Grid Levels of the Work Site i.e., Pre Levels and Formation Levels as per the approved Designs after compaction to the desired density and that shall form the basis for arriving final quantity and payments thereon.

Earthwork excavation in all types of soils up to 3.00 Mts depth below GL by manual means as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means,

Providing Sand Bedding as per technical specfications and as directed by the Departmental Officer incharge of the work

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plastering in CM (1:4) 12mm thick using OPC including cost and conveyance of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Painting to new external walls with two coats plastic emulsion paint over primer coat of approved brandafter thoroughly brushing surface to remove dirt and remains of loose powdered materials including cost and conveyance of materials to work and all oprational, incidental,labour charges for finished item of work as per SS and as directed by the departmental officer incharge of the work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for pipe line trenches & building foundations where depth is less than 1.50 times the width (RBR-FNDN-1)

a) Upto Initial Lift <3mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

b) Upto Initial 3.0 to 6.0 mts

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Collection ,Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

BLD-CSTN-2-11 Using Concrete mixture : Plain Cement concrete (M 20) Nominal Mix using 40mm size Hard Granite Machine Crushed Graded Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , seigniorage charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work with nomonal reinforcement

Supply and placing M30 Grade of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. with steel scafolding must

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet Well Bottom Half Side Walls

Wet Well Top Half Side Walls

Inlet Chamber and Screen Chamber

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

For Inlet Chamber , Screen Chamber, Grit chamber and Wet well

Wet well - Half slab at G.L 200mm Thick

Wet well - Top roof slab above G.L 150 mm Thick

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Brick Masonry work in CM (1:6) for Super Structure prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Plastering with 12mm thick in single coat in CM (1:3) using Sulphate Resistant Cement finished smooth including cost and conveyance of all materials to site, seigniorage charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). per 10 Sqm.Building SSR 2016-17 page xi

BLD-CSTN-9-2 White washing two coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of acrylic emulsion paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - acrylic emulsion paint - 2 Coats + 1 coat primer

Supply, delivery, fabrication and erection of "cutting toe' with ISA 150x150x15mm including cost and conveyance to work spot including all labour charges for fabrication and erection etc.,complete as per the directions of the departmental authorities.33.6 Kg/rm

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Carting of surplus earth including loading, unloading and disposal for distances mentioned as below including all labour, transport charges etc. complete.

Bailing out water from the pipe line trenches with oil / diesel engine driven pumpsets, including hire charges, oil / diesel engine fuel charges and wages for Driver and Helper etc complete.

Providing hand railing SS 304 around roof openings and access points Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish BMM-V.18

Anti-corrosive epoxy / coal tar epoxy coating to wet well internal surfaces Acrylic based Anti corrosive coating To protect the exposed reinforcement/steel structures against corrosion. Coverage : 40 SFT Per Ltr / Coat.

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work - BLD-CSTN-11-31 & Item 11 of Revised data (1.2 x 2.1 Size)

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work BLD-CSTN-11-30 - Item -10 of - Revised data. (1.5 x 1.2 Size)

Electro Mechanical

Supply and fixing, testing and commissioning of Equalisation Effluent/ Sewage Pump Capacity of Pump, Type of Pump: Non Clog Vertical Submersible Solid Handling Size: 40mm Impeller Type: Non Clog MOC of Casing: CI MOC of Impeller: CI Accessories: Auto Coupling, SS304 Lifting Chain, SS Guide Pipe, Control Panel with Level Switches for auto Start & Stop including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Sewage Pumpsets with discharge 58.33 m3/h & Head 17m SE1.50.80.40.2.51D.B.Q Auto coupling set DN100 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 116.66 m3/h & Head 17m SE.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

Sewage Pumpsets with discharge 145.83 m3/h & Head 17m SE1.85.100.110.4.52H.Q.N.51D.A Auto coupling set DN100/150 CI SS304 ERW SCH10 Guide rail Lifting chain with Hook 1.0T 12m SS304

II. Outgoing panel:

Fabrication ,transportation and and supply of wall mounted control panel board of size 450x450x250mm made of 18 SWG CRCA sheet steel enclosure, 14 SWG mounting plate for cable entry fabricated , painted with two coats of Red oxide primer and two coats of Grey paint, lock and key arrangements two side louvres with weld mesh inside etc., complete consisting of the following equipment with all internal wiring using LAURITZ KNUDSEN (FORMERLY L&T) / Finolex copper FRLS cables of suitable size and capacity and cable clamp etc complete for 3 phase motor pump sets. Makes: As per list of recommended brands Voltmeter ; 0-500 V 96x96mm size, 0 to 20 Amps / 0 50 Amps Ammeter (96x96mm size)-1No., Single phase preventor of suitable range - 1No., 32 A TP, 10KA MCB. - 1No Indication lamps (R-Y-B) with switch control - 1set Voltmeter & Ammeter selector switch - 2 Nos a) Upto 7.5 HPwith DoL starter

Supply of 125A 4 Pole MCCB, Adjustable, Confirms to IS/IEC 60947-2 having Breaking Capacity 25 KA with thermal magnetic release Panel Mounted

Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. b) Digital type Makes: As per list of recommended brands.

Supply and fixing of selector switch for voltmeter (4 position) including making connection etc. as required Makes: As per list of recommended brands.

Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required - b) Digital type

Capacitors for Improvement of Power Factor 2.9 Supply Installation Testing and commissioning of Heavy Duty Three Phase 440 V, 50 Hz capacitor (Bank) self-healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. Makes: As per list of recommended brands. (1 KVAR =Rs. 356/-)

PVC insulated PVC sheethed with aluminium conductor with armoured cable as detailed below for the pumps Supply, transportation, installation of 70 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I)

Supply and making one end termination with heavy duty single compression brass gland for 3.5 core XLPE armoured cable from 70 Sqmm to 150.0 Sq.mm with brass washers complete. as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Aluminum lugs duly crimped with crimping tool, PVC tape etc., for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1100 volt grade as required of size. Makes: As per list of recommended brands.

Installation and commissioning of advanced lighting protection systems which includes 1. Laying of CC Bed 2. Installation of Lighting Rod 3. Laying of Down conductor 4. Installation of Counter 5. Installation of GI Mast with stay wire. 6. Installation of Earth Electrodes 7. Interconnection between the Electrodes 8. Termination of down conductor to earth bus etc complete.

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 7.5 Mtrs height Pole having dimensions Bottom 130 mm,. Top 70mm with 3mm thick, base plate 220 x 220 x 12mm and 4 Nos of M20 x 700 long 'J' bolts along with template. Makes: As per list of recommended brands

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, with remote and without Regulator. Makes: As per list of recommended brands

Providing and fixing Duck foot bend / base elbow suitable for submersible pump

Supply & fixing 2 1/2" (63.5mm) dia Sluice valve ISI mark with 2 Nos. flanges, 8 nos, 3/4" dia nuts & bolts and all necessary washers and packing materials etc. complete

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of 150mm PN 1.6 conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; excluding transportation and all taxes complete.

Supply, installation, testing and commissioning of Bourden type, stainless steel dial type pressure gauge with isolation valve and pipe having calibration of 0-16 kg/cm2. Makes: As per list of recommended brands

Supply, fixing, Testing & Commissioning of Ultrasonic Water Level Sensor (Note: Level should indicate as Litre basis in BMS Screen) for Water tank as technical specification with all other mounting accessories including all charges complete etc as directed by Engineer In Charge/ departmental authorities. Makes: As per list of recommended brands.

Supply and fixing of 12W heavy duty LED Down lighter, suitable for Recessed mounting made of pressure diecast aluminum body with powder coating, acrylic diffuser with driver as per IS: 15885 (Part 2/ Sec 13) : 2012 , operating voltage of 150 to 265 Volts AC, P.F > 0.9, Surge protection: 2KV, THD<10% with high power LEDs, having System Efficacy of >= 100 lumens / watt, CCT: 3000K - 5700K, minimum CRI > 70, Luminaire performance complies to IS 10322 (Part 5 / Sec-2) etc., complete with earth connection and not less than two years warranty. Makes: As per list of recommended brands as category I.

Providing and fixing Danger Notice Plates of size 250 x 200mm, shall comply with IS:2551- 1982

Supply, transportation & installation of 150mm x 50mm x 1.6mm of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees, cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete. (NB: Add 30% Extra for perforated cable tray with cover)

Supply and fixing of ABC stored pressure squeeze grip type fire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono Ammonium Phosphate base powder-90 complete with discharge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Gauge, which work effectively on all class of fires (A, B, C & Electrical fires) with 5 years warranty Including transportation, all taxes and all labour charges etc complete.

Supply and fixing, testing and commissioning of Mechanical Fine Bar Screen Size: To Suit 500x5050 Total Height Clear Opening of Screen: 6mm Size of Flat: 50mm x 3mm Angle of Inclination: 75 Degree Type of Screen: Fixed Bar, Mechanically Raked Screen Accessories: Discharge Chute MOC of All Wetted Parts : SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Manual Fine Bar Screen Size: To Suit 600mm Wide x1000mm Liquid Height Clear Opening of Screen: 10mm Size of Flat: 50mm x 6mm Angle of Inclination: 45 Degree Shape of Screen: Curved Top Accessories: Rake MOC: SS 304 including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Supply and fixing, testing and commissioning of Jib Crane for Lifting of Submersible Pumps Capacity : 0.5 Ton Min Clear Height: 2.50m to the Bottom of the Hook (From Base plate). Degree of Rotation: 360 Degrees. Length of Boom: 2.0m to the Centre of Lifting Hook from the centre of mast. Rotating Operation: Manual Accessories Reqd: 0.5 Ton Capacity Chain Pulley Block with Lifting Chain of 9.0m + Trolley of reputed make. Mast section: Circular Mast of required Height Method of Installation: By Welding to Fish Plate embedded in concrete. including all incidental and operational charges etc, as per approved drawings and as directed by Engineer-in-charge complete for finished item of work. Makes: As per list of recommended brands.

Providing Sluice Gates with Technical Specification of Cast iron wall thimble mounted sluice gates of following sizes, electric actuator operated, suitable for 5 m operating water head, 6 m CL-PL distance, flush type bottom closure, rising spindle, upward opening, non-self contained type open top flange back frame. Design head - 5 m of Class 1 type as per IS 13349 Standard. 1.Receiving chamber to Screen Chamber 2.Mechanical Screen & Mechanical Screen to Grit Chamber 3.Grit chamber to Wet Well

Supply Installation Testing And commissioning of 125 KVA DG Set complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator: It shall be self-regulated, self-excited and confirms to IS: 13364/1992 or latest version with regulation of +5% from No load to full load, IP23, with standard Alternator Protection (over voltage, over speed & under voltage). Diesel Engine: It shall have residential silencer, up to 10 M exhaust piping, electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank & piping, control panel (16 G) with SPN(For 5 KVA)/TPN MCCB of required rating (25/36/50 KA) with PLC based Engine controller supplied by OEM, Ammeter, Voltmeter, Frequency Meter or Multi-function meter, Energy Meter & Hour Meter, Engine instruments panel, AVM and Automatic Voltage Regulator. The diesel engine shall be capable of providing 10% overload for 1 Hr for every 11 Hrs of continuous running at full load. The DG set shall be supplied with initial filling of fuel, lube oil, coolant oil as per OEM specifications and shall be tested at site. Acoustic Enclosure: Weatherproof, powder coated Acoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183. The doors are fabricated from 1.6 mm CRCA sheet packed with acoustic material, floor of MS chequered plate 5.0 mm thick, all doors/ opening are sealed with neoprene/ EPDN gaskets. The DG Set shall be maintained for two years after commissioning by the supplier including regular servicing, cost of consumables etc complete as specified by the OEM along with warranty for two years. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having processor based genset monitoring and control system MCCB/ACB Ammeter, voltmeter, PF meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure, visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level is less than 75 db (A) at a distance of 1 Mtrs as per CPCB-II norms, complete in all respects.

Supply and erection of 7.50m long double pole structure fabricated with 150x75mm RS Joists,100x50mm MS channels, iron cross armstor fuse set and Lighting arrestrors etc.,including one coat of red oxide primer and two coats of bright Supply

Supply and fixing of 11 KV ,400 A 3 phase central post rotating double break type AB switch(isolator) as per IS 9921) without earth blade, gang operated, Horizontal type, operating mechanism with GI spring loaded reverse loop type fixed contact, solid HD electrolytic copper tubular moving contact with silver/Nickel plated at end points,9 Nos post insulators of 12 KV (IS 2594 and IS 5350) ,Hot Dip galvanizing hardware, GI pipe, Nuts and bolts etc., complete., ELEC 6.5.14/MAT 04113

Supply and fixing of 100 A 11 KV Horn Gap fuse set as per IS 9385 on existing DP structure with 6 no of 24 KV /22 KV post Insulators (IS 5350, Hot dipped Hardware, fuse wire of required size etc., complete ELEC 6.5.12/MAT 04111

Supply and fixing of distribution type lightning arrester 11 KV 5 kA as per IS 3070 with mounting base on the existing DP structure ELEC 6.5.11/MAT 04110

Supply and erection of 11KV Strain disc. Insulators with GI pins and top clamps

Supply and fixing of 11 KV pin Insulator (IS 731/1971) with minimum creepage distance of 300 mm on existing cross arm including all accessories like Hot dip GI spindle and nuts etc., ELEC 6.5.8/MAT 04105

Providing jumper connections with I/O' SWG HDBC wire between the 11 KV equipment on the outdoor structures

Supply and erection of GI stay set of dia 16mm,1.8 mtr long stay rod and anchor plate 380mmx380mmx6.4mm. including stay clamps, turn buckle and GI stay wire tight end through strain insulator including excavation of pit and cc work etc., complete ELEC 6.5.3/MAT 04097

Providing efficient earthing arrangement forthe DP structure lighting arresters and the HV equipment. Transformer body and neutral etc., with 25 x 3 mm copper flats and connecting them to the Earth Electrodes fabricated and buried accroding to standard specifications and as per the details given below:

A) Earth Electrodes

B) 20mm x 3mm Copper Flat(0.529Kgs/1Mtr) MAT 04146

C) Epoxy insulators

D) No.'8' SWG Copper wire. MAT 04141

Supply, Transportation, Installation, Testing and Commissioning of 11/0.433 KV TRANSFORMER with all test reports. The Transformer shall be designed and manufactured as per Energy Efficiency Level - 2 at basic Insulation level conforming to ISS 2026 (Part- I to Part - II) with latest ammended and as per IS 1180 Part-I : 2014 latest ammended, OCTC with initial filling of oil as per IS 335-1993. The basic details of the Transformer are as under. Makes : As per list of recommended brands as category I. MAT-04042 a 100KVA

Supply and laying of 400Sq mm X 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part- I)./1554-I Makes: Makes: Torent / Universal / Unicab / Havells / Finecab/ KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt ELEC-4.1.1q MAT-03431

LT Panel Supply Installation Testing and commissioning of free-standing floor mounted dust and vermin proof compartmentalized cubical panel made out of CRCA sheet, required hardware, cleaning with 7 tank process duly painted by two coats of zinc/red oxide primer followed by Powder coated / epoxy / PU painted with phosphatisation in grey or required shade after rinsing. The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, separate detachable, gland plate M.S. base channel, hinged door with locking arrangement for equipment/switchgear. The thickness of sheet shall not be less than 1.6mm up to 600mm length/ width of any compartment and be 2.0mm above 600mm. The load bearing structure shall be of 2.0mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with detachable extension type structure (only outer area on all sides shall be measured and panel to be fabricated from CPRI approved fabricator) MAT 03976

Supply and fixing of Electrolytic grade copper bus bar bus bar by means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves MAT 03978

a) 630A TPN SDFU for main switch Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

b) 630A 4pole change over switch Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

c) Supply and fixing of (0-500) V range Voltmeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves /channel etc. as required Digital type Make: Conzerve/Elmeasure/Meco/HPL/L&T/socomec MAT 03980

d) Supply and fixing of selector switch for voltmeter (4position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03989

e). Supply and fixing of CT operated direct reading type Ammeter on existing panel, making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. Digital type Below 500 A Make: Conzerve/Elmeasure/Meco/HPL/L&T/Schneider/AE/Socomec MAT 03983

f).Supply and fixing of CT linked selector switch of 10A for Ampere meter (4 position) including making connection etc. as required Make: L&T /C&S/SALZER/HPL MAT 03990

g).3RYB Phase indication lamps with leds

h).Supply and Fixing of Current Transformer, with all necessary support in existing panel including connection etc. as required from 200 / 5 to 400/5 Ratio, 10 VA, class 1 accuracy: Make: Kappa/L&T/Seimens/C&S/Schneider MAT 03986

630A TPN SDFU forCW pump house motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for compressor/mechanical equipments Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for low lift sump Raw water motors Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for Space Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A TPN SDFU for lighting section Makes:LauritzKnudsen(FormerlyL&T)/Schneider/ C&S/ ABB / SIEMENS MAT 02885

630A 4pole change over switch for lighting section Makes:Socomec/LauritzKnudsen(FormerlyL&T)/HPL / Havells/ C&SMAT MAT 02898

KWH digital meter fro lighting section

Supply of 32 Amp………ISI marked TPN Switch Disconnector Fuse Unit, Cubical type without fuses as per IS: 13947/IEC 60947-3 Makes: As per list of recommended brands as category I.MAT-02879

Supply of 6A to 35 A……ISI marked HRC Fuse Links as per IS 13703-Part 2/IEC 60269- Part 2 Makes: As per list of recommended brands as category I MAT-02938

Standard duty Single phase 250 V / Three phase 440 V, 50 Hz capacitor (Bank) MAT-03998

1000KV LT/Transformer Errection.testing Commensing and Supply of drawing layout plans of installed transformer in tracing cloth and duly get approved from electrical inspector APEPDCL and leaflets for various equipments and opearation manuals etc., complete.

Supply and Laying of 3C X 35 Sq mm XLPE insulated IS:7098/II/85 H.T. cable for working voltage 11 KV Earthed with Stranded Compacted Circular Aluminium Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanized flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable etc., complete. Make: Torrent / Universal / Unicab / Havells / KEI/Polycab/Gloster/RR Kabel/RPG MAT 03456

Transformer Yard

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth for foundations of buildings in restricted places By manual means upto 3m depth

Column footings

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

for Column footings

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete, vibrating,curing etc M25design mix concrete

column footings

Plinth beam 2(15+12)=54-gate3.00=51.00

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Supply and filling the transformer yard with 40mm HBG metal m/c

Providing Sewage Pumping Mains from Lift Stations to Proposed Gravity Manhole

Providing 300mm Dia K9 Pumping Main from Lift Station to proposed Trunk Main (Zone-3 SPS )

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Cutting and open of B.T. Road surface (as well as asphalt concrete upto 75mm thick) including water bound macadam including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Cutting and open of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Collection, Supply and filling of Stone dust / Quarry spall from approved quarry to work site and stacking at work site for pre measurements including cost and convenyance of all material and all labour charges etc. complete

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Providing 200mm DIA DI K9 Pumping Main in Lift Station to proposed Trunck Main (Zone-4 & 5 SPS-4)

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Cutting and open of B.T. Road surface (as well as asphalt concrete upto 75mm thick) including water bound macadam including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Cutting and open of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Collection, Supply and filling of Stone dust / Quarry spall from approved quarry to work site and stacking at work site for pre measurements including cost and convenyance of all material and all labour charges etc. complete

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Providing 200mm DIA DI K9 Pumping Main in Lift Station to proposed Trunck Main (Zone-4 & 5 SPS-5)

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Cutting and open of B.T. Road surface (as well as asphalt concrete upto 75mm thick) including water bound macadam including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Cutting and open of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Collection, Supply and filling of Stone dust / Quarry spall from approved quarry to work site and stacking at work site for pre measurements including cost and convenyance of all material and all labour charges etc. complete

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils, ordinary rock, hard rock and construction of RCC chambers suitable pits, conveyance charges of machinery and other required materials including cost of casing pipes and carrier pipe dia mentioned below, conveyance pipe in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in-Charge.

Manufacture, supply and delivery of M.S Spirally Welded Pipes conforming to IS: 3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia. M.S. Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick by short crating or gunetting duly providing wire mesh of size 50x50x3mm including cost of all materials, labor charges, transportation to anywhere in AP, but excluding taxes & duties, etc.

Providing 300mm Dia K9 Pumping Main from Lift Station to proposed Trunk Main (Zone-10A SPS )

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Cutting and open of B.T. Road surface (as well as asphalt concrete upto 75mm thick) including water bound macadam including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Cutting and open of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Collection, Supply and filling of Stone dust / Quarry spall from approved quarry to work site and stacking at work site for pre measurements including cost and convenyance of all material and all labour charges etc. complete

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Providing 200mm DIA DI K9 Pumping Main in Lift Station to proposed Trunck Main (Zone-10B SPS )

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Cutting and open of B.T. Road surface (as well as asphalt concrete upto 75mm thick) including water bound macadam including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Cutting and open of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Collection, Supply and filling of Stone dust / Quarry spall from approved quarry to work site and stacking at work site for pre measurements including cost and convenyance of all material and all labour charges etc. complete

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils, ordinary rock, hard rock and construction of RCC chambers suitable pits, conveyance charges of machinery and other required materials including cost of casing pipes and carrier pipe dia mentioned below, conveyance pipe in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in-Charge.

Manufacture, supply and delivery of M.S Spirally Welded Pipes conforming to IS: 3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia. M.S. Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick by short crating or gunetting duly providing wire mesh of size 50x50x3mm including cost of all materials, labor charges, transportation to anywhere in AP, but excluding taxes & duties, etc.

Providing 200mm DIA DI K9 Pumping Main in Lift Station to proposed Trunck Main (Zone-10C SPS )

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Cutting and open of B.T. Road surface (as well as asphalt concrete upto 75mm thick) including water bound macadam including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Cutting and open of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Collection, Supply and filling of Stone dust / Quarry spall from approved quarry to work site and stacking at work site for pre measurements including cost and convenyance of all material and all labour charges etc. complete

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils, ordinary rock, hard rock and construction of RCC chambers suitable pits, conveyance charges of machinery and other required materials including cost of casing pipes and carrier pipe dia mentioned below, conveyance pipe in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in-Charge.

Manufacture, supply and delivery of M.S Spirally Welded Pipes conforming to IS: 3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia. M.S. Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick by short crating or gunetting duly providing wire mesh of size 50x50x3mm including cost of all materials, labor charges, transportation to anywhere in AP, but excluding taxes & duties, etc.

Providing 250mm DIA DI K9 Pumping Main in Lift Station to proposed Trunck Main (Zone-11 SPS)

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Cutting and open of B.T. Road surface (as well as asphalt concrete upto 75mm thick) including water bound macadam including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Cutting and open of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Collection, Supply and filling of Stone dust / Quarry spall from approved quarry to work site and stacking at work site for pre measurements including cost and convenyance of all material and all labour charges etc. complete

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. (CC pavement)

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Providing Sewage Pumping Mains from Wet Wells to Receiving Chamber in SBRs

Providing 250mm Dia DI K9 Pumping Main from Wet Well to SBR (Receiving Chamber) Zone-2 STP (Mahanadu)

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Providing 300mm Dia DI K9 Pumping Main from Wet Well to SBR (Receiving Chamber) Zone-3 STP (Katta Road)

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Providing 300mm Dia DI K9 Pumping Main from Wet Well to SBR (Receiving Chamber) Zone-4&5 STP (Christianpet)

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Providing 600mm Dia DI K9 Pumping Main from Wet Well to SBR (Receiving Chamber) Zone-9 STP (Alpha Hotel)

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Providing 400mm Dia DI K9 Pumping Main from Wet Well to SBR (Receiving Chamber) Zone-10 STP (Ratnala Cheruvu)

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Providing 300mm Dia DI K9 Pumping Main from Wet Well to SBR (Receiving Chamber) Zone-11 STP (Kolanukonda)

Earthwork in excavation in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as per specifications, drawings and as directed by the departmental officer including all incidental and operational charges etc.,

Mechanical Means Upto 3 m depth 100%

Providing and filling of Sand for filling of pipeline trenches in foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts

Supply and delivery of D.I. Socket and spigot centrigually cast (spun) Ductile Iron pressure pipes of K9 Class confirming to specification No.IS 8329/2000 of standard lengths suitable for push-on joint (Rubber gasket D jointing) with cement lining inside the pipe, out side Zinc Coating excluding cost of Pipe, VAT and other duties. The rate including transportation and conveyance to work spot and stacking at site etc., complete as per S.S and as directed by the departmental authorities. Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining) Note; The rate is inclusive of for HAC(high alumina cement mortar lining)

Lowering of D.I. socket and spigot Pipes and fittings carefully in to the trench and laying them true to alignment and gradient including all labour charges, sundries as per BIS No. 3114/85 etc., complete as per S.S and as directed by the departmental authorities.

Jointing of D.I. Pipes & fittings with Rubber Gasket including all sundries filling with water with a water lead up to 500m and testing to required pressure etc., complete as per BISNo.3114/85 and as directed by the departmental authorities.

Supply and delivery of Centrifugally cast (spun) Ductile Iron pressure pies with flanged (welded) ends for water, gas, sewage conforming to I.S.: 8329/2000 in standard working Lengths of 1,2,3, 4, 5 mts. for classification k9 with Cement mortar lining inside the pipes with outside Zinc coating. The rates are including transportation, taxes etc. complete.

Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation. PN1.6 Mpa - 1

Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603);Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel; including transportation and excluding all taxescomplete.PN 1.6 (MPa) -

Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and inclusive of all taxes and transportation.. PN 1.6 (MPa) - for valves for heavy usage in WTPs, STPs

Labour charges for lowering and keeping in position of C.I./DI Sluice valves(with cap/with hand wheel), reflux valves and scour valves.

Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts,nuts and rubber insertions etc.,complete

Supply, delivery of D.I. fittings confirming to I.S.No.9523/2000 having dimensions as per table with Zinc coated externally and inside Cement Mortar lining (With finishing as per Class 13/IS 9523/2000) including cost of fittings, transportation, stacking carefully at site. The rate excluding GST and other duties etc.,complete as per S.S. and as directed by the departmental authorities.

Lowering the C.I. Pipes, D.I. Pipes of all classes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/94.

Jointing the D.I. Pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/85

Construction of Sluice Valve chambers with RCC M20 Design mix mix suitable to the sluice valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Construction of Air valve Valve chambers with RCC M20 Design mix suitable to the air v valves including cost and conveyance of all materials and all labour charges etc.complete as per S.S and for finished item of work.

Manufacture, Supply and delivery of MS/CI. Dismantling Joints with both side flange end suitable for installation in between flange end pipes. Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes and transportation charges etc., complete

Construction of RCC M20 Nominal mix concrete thrust blocks using 20mm HBG metal from approved quarry including cost and conveyance of all materials at site, seignorage charges, labour charges for machine mixing, laying, vibrating including centering charges but excluding cost of steel for reinforcement and its fabrication including curing etc., complete.

Construction of Anchor blocks with M20 concrete using 20mm HBG crushed metal from approved quarry including cost and conveyance of all materials, seignorage charges and all labour charges for machine mixing, laying, vibrating and curing including centering charges etc.,complete as per S.S and as directed by the departmental authorities.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work

Design and construction of Sewage Treatment Plants (STPs) at multiple locations using SBR or any proven technology meeting CPCB and NGT norms. The land requirement may be limited to 450 m² per MLD. The technology must have proven performance in Government projects in India. Scope includes site leveling, compound wall, watchman quarters, and SCADA system.

Mahanadu STP (Zone-2)

Providing Site filling with Gravel (70%) & Sand (30%) Mix in Layers of not greater than 20 centimeters and compacting to the desired density, the rate includes cost of material to work place homgenious mixing spreading as per the Pre & Final Levels in Layers compacting at each layer raming, watering etc., complete as per Standard Specifications and directed by the Departmental Office in Charge of the Work. Note: The Quanitity mentioned in the Estimate is Tentative. Actual Quantity shall be arraived as per the Grid Levels of the Work Site i.e., Pre Levels and Formation Levels as per the approved Designs after compaction to the desired density and that shall form the basis for arriving final quantity and payments thereon.

Earthwork excavation in all types of soils up to 3.00 Mts depth below GL by manual means as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means,

Providing Sand Bedding as per technical specfications and as directed by the Departmental Officer incharge of the work

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plastering in CM (1:4) 12mm thick using OPC including cost and conveyance of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Painting to new external walls with two coats plastic emulsion paint over primer coat of approved brandafter thoroughly brushing surface to remove dirt and remains of loose powdered materials including cost and conveyance of materials to work and all oprational, incidental,labour charges for finished item of work as per SS and as directed by the departmental officer incharge of the work.

STP Description

Sequential Batch Reactor Technology (SBR)or any Proven technology complying with CPCB and NGT norms. The land requirement may be limited to 450 m² per MLD

Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of STP based on SBR techonology with SCADA and automation and consisiting of inlet Chamber, Screen Chamber, Detritus Tanks, Distribution Chamber and Biological CASP Basins, Sludge Centrifuge necessary piping work with required DI valves, SS gates, drains, tiled pathways at Ground level, administration block cum Labratory, Labratory Equipments, tools and plants, spare parts, internal roads, Greenary, lighting etc. complete as turnkey job with all involved civil, electrical, instrumentation, furniture, operating and controlling with PLC connected to SCADA for real time monitonring and mechanical works inclusive of following items, units as per detailed specification for civil, electrical, instrumentation and mechanical components with all duties and taxes etc, complete but excluding GST to achive BOD <5 ppm, COD<100ppm, TSS <10ppm , TN< 10 ppm, NH3-N<2ppm and TP <1 ppm) to get recyclable quality of water for industrial /agricultural purpose.

PRIMARY TREATMENT

1. Inlet Chamber Designing, providing, and constructing RCC (M-30) inlet chamber for the peak flow as per CPHEEO Manual including necessary excavation in all types of strata including walkway all around the periphery. Inlet chamber having minimum HRT of 60 seconds. Each compartment will have phosphor bronze steel gates with extension rods, head stock, operating wheels. SS-304 pipe railing etc. The work includes providing and making necessary arrangements to connect the flow to screen chamber by approach channel as directed and as per specifications.

2. Screen Chamber Designing, providing, consructing, testing and commissioning of two approach channels (min 4.5m long) mechanically cleaned bar rack screen (6 mm clear opening 10 mm thick flats), Escalator screens MOC; SS 316, with 100% standby manual fine screen (10 mm clear opening) MOC; SS 316, CI sluice gates (one before screen and one after screen) designed as per CPHEEO manual in RCC(M-30), including inlet pipe /channel from inlet chamber, outlet pipe channel to detritus tank, free board of 0.5 m minimum, RCC walk way 1.2m wide with SS 304-40mm dia pipe with 1m c/c support pipe railing, RCC stair cases of 1.2m width from GL to Screen Chamber with operating platform and belt conveyor system including panel and push botton switch at local level as well as MCC room for two way control.

3. Grit chamber Designing, providing and constructing grit chamber detritus or vortex type or aerated type (100% stand by), mechanically operated in RCC (M30) capable of removing 100% of 0.2mm size particle and above having specific gracity 2.40, HRT of 1 minute at average flow (detritus tank, horizontal velocity not exceeding 0.3 m/s), detritus tank at peak flow with suitable arrangment of seperation of grit from putrescible solids, inlet and outlet channels of required sizes as may be required to connect the flow to connecting unit etc, Complete including hydraulic testing for water tightness of structure having minimum FB of 0.3m, wash out arrangement to Grit chamber and platform 1.2m wide RCC walk way with SS-304 pipe railing shall be provided, Arrangement for collecting grit conveyed by conveyor directly into the cart for carting away shall be provided. All arrangements shall be as detailed specifications and as directed.

4. Parshall flume having head loss limited to 0.15 m with necessary flow measuring devices/meter consisting of digital indicator In LPS & MLD

SECONDARY TREATMENT

4. SBR Basins Designing, providing and constructing RCC (M:30), CASP basins for biological removal of BOD along with nitrification denitrification, Bio-P removal in compartments to handle combine flow of 1 DWF incoming flow and recirculation flow including construction of selector compartments and providing 1.2m wide clear approach walkways, expansion joints whereever necessary, including foundations etc as per specifications, peak factor shall be 2.5, F/M ratio shall be 0.15, complete with air blowers, fine diffused aeration grid /Equipment and FB 0.5 m and SWD as required, DO level in basin to be minimum 2mg/l complete with "Oxygen Uptake rate " Control system and all related instruments. Stainless Steel decanters and automation works. MLSS concentrations shall be 2000-5500mg/l or more, MLVSS TO MLSS ratio to be 0.8 HRT shall be between 12 to 13 hrs and SRT suitable for fully digested sludge. It should have all other related works as per detailed specification. In case CASP is designed to achive N, P removal, HRT shall be between 15-18 hrs and SRT shall be suitably provided to achieve N, P removal as directed by engineer in charge. SBR process shall have independent steps like Fill & Aeration, Settling (Sedimentation/ clarification), Decanting without overlapping each other. Since it is complete batch process, filling will not be acceptable during settling or Decanting. Minimum decanting depth shall not be less than 2.20 m. The system should work on a gravity influent condition. No Influent/effluent equalization tanks or flash filling is accepted. It should have all other related works.

5. Process Air Blowers or Aspirator Aerator The Plant should be based on Dissolved Oxygen/ Oxygen Uptake Rate Control with VFD driven Aeration Device.The Aeration System shall be designed for 110 % capacity of the design Air requirement. The aeration BIower/Aeration Device shall be having 100% installed standby unit. Air diffuser shall be of disk/ tubular type, retrievable. The wetted part of the aeration system of non-corrosive materials such as UPVC. Blowers shall be housed in process air blower building. The minimum area of the building is 20 sq.m, and height of 5m (min).

6. Raw Sludge Pump House Sump with minimum HRT of 30 minutes & depth of sludge limited to 2 m, 4.5 m minimum diameter, separtate panel room outside the wet well.

7. Chlorine Contact Tank Designing, providing and constructing chlorine contact chamber of adequate capacity to deal with 1 DWF average flow. The chlorine contact tank should be 30 min capacity, during average flow to achieve 99.99% coliform reduction. Chlorine dose shall be maintained as per standard provisions, including designing, providing and constructing water supply provision for chlorination including providing dewatering and by pass arrangement joining to final effluent mains and outlet weir, etc complete. The effluent quality should match with the standards laid down by AP pollution control board and as per obligatory provision and as detailed specification and as directed by Engineer-in-charge.

8. Chlorinator and Chlorinator Room /Tonner Room Designing, providing and constructing chlorinators vacuum type 2 Nos, (1 working + 1 stand by) with auto switchover facility and having capacity for dosage of adequate chlorine to ensure 99.99 % coliform reduction as per obligatory provisions and detailed specifications with necessary provision of having chlorinator room of adequate size. The chlorinator equipment shall include cost of chlorine cylinders/tonner, piping, valves, measuring and controlling equipment, safety devices , lifting equipment, etc. complete as per IS -10553 ( part II) 1982. The tonner room should have minimum 3 MT capacity Hoist for loading and unloading facility. Tonner storage should be distinctly isolated and should be for minimum storage space as directed in the design specification and as per gas laws 1981 and factory act shall be provided. All other matching amenities shall be provided. Minimum 5 MT gantry rail shall be provided for full length of tonner room at 6 m height from level of tonner room, with outlet chamber and treated effluent outlet channel etc complete as per detailed specification

SLUDGE TREATMENT

9. Sludge Thickner with equipments: Solids loading rate of 25-35 kg/m2/day, Designing, providing & constructing watertight sludge thickener - gravity type (picket fence) in RCC (M-30) with inlet & outlet pipes, central feed well, sludge inlet & sludge removal arrangement, grouting wherever necessary with walkway all around of 1.20m with SS-304 pipe railing interconnecting CI/DI pipes all complete as per specifications, having bottom slope 1:6 & min. 4.5m SWD with necessary fixed bridge scraper arrangement as per detailed specifications & necessary inlet & outlet arrangement. All other arrangement as per detailed specifications. (One unit upto 10 MLD and two units for more than 10 MLD). Min sludge concentration in thickened sludge shall be 4%.

10. Sludge Sump Designing, Providing and constructing of sludge sump and pump house of appropriate size with pumps, ceiling height minimum 6 m over sump for discharging sludge to centrifuge using DI pipe complete as per detailed specification.

11. Sludge Dewatering Equipment Room with Centrifuge or belt press or screw press or Filter Press or Combi-machine or Bag type: Designing, providing constructing and Installing including foundation etc. centrifuge or belt press or screw press or Filter Press or Combi-machine or bag Type to handle the sludge flow as per specifications, with appropriate inlet and outlet provision, sludge dewatering unit drain etc. complete as per specifications.

12. Sludge/ filtrate Pumps a) Capacity to pump sludge In 1 hour with 100% standby (20-25% efficiency, “C" value to be adopted 50% than that of water to calculate friction loss) b) Filtrate from thickening and dewatering to be conveyed only by PVC pipe of class 10 kg/sq.cm.

13. Valves/Gates Inlet, outlet, wash water inlet- only DI D/F and minimum size of 200mm as per design

All types gauges and meters required for O&M as per design of approved make/brand.

Necessary instrumentation and control as per specifications

14. Outfall Sewer Designing, poviding and constructing appropriate outfall sewer of RCC NP3 pipe, to discharge treated effluent from outlet chamber after chlorination tank to the local water body/ wet land at the points shown on the drawing including necessary chamber for inspection and cleaning including necessary excavation, dewatering refilling concrete encasing /bedding concrete steps to reach the channel bed level. Pitching and energy dissipation chamber in channel portion etc. complete upto 50 m length RCC NP3 pipe line and including all above items

By pass arrangement RCC pipes with manholes and C.I. sluice gates (MH to be raised above TWL of adjacent unit)

15. Piping work in DI including Sluice valves, Reflux Valves, SS gates Providing, laying and joiniting pipes other than those already included in the above items for interconnectiion by - pass drains etc, of all units including adequate numbers of manhole chambers. The item includes excavation, refilling and hydraulic testing of pipes, valves, gates, accessories and cost of jointing materials. The items include required channels with gates for interconnection of units, by pass drains etc for all units as dircted etc complete as per detailed specification and as directed by engineer in charge.

16. Adiministative Building Cum Laboratory(G+1) Designing, providing and constructing administative building, office cum laboratory including stores. This shall be a building having appropriate carpet area and ground floor and at first floor complete as per specifications including necessary excavation, foundation in RCC M 20 framed structure B.B masonry (11-class in C.M.1:6) 20mm cement plaster in CM 1:3 inside and out side painting GI Industrial Doors and windows with glass panels, vitrified tile flooring and skirting and all other allied items, fixtures fastening electrification arrangement water supply and sanitary arrangement etc., complete.

a) Ground floor to accomodate office and laboratory. b) First floor to accomodate office of the plant incharge, air monitoring equipments to measure wind direction and speed, hydrogen sulphide concentration etc.

Laboratory equipments Laboratory equipment (as per specifications), telephone and Intercom arrangement and wireless system.

Furniture and Office Equipments, Office furniture (Make: Godrej/ or similar approved quality) as per specifications

Ventilation and Safety equipments as per specifications

Sanitary blocks Carpet area 15 sqm minimum up to 25MLD and 25 sqm above 25 MLD (or as specified)

Maintenance workshop of size as per specification

Air blower building with air blowers. Capable of delivering adequate free air for aeration device with suitable pressure (100% stand by)

MCC room of minimum 9m x 6m clear inside with safety measures. Approval of various statutory/central/foreign authority as applicable.

Electric Installation Both Internal and external including Street Lights in the entire plant area (as specified).

Electric Installation - Sub Station Room as per specifications

DG room with DG sets, as per electric load and specifications (50 % energy requirement).

General Infrastructure Development: Scope also Includes, Designing, providing and constructing general Infrastructure development such as internal roads of minimum 6 mtr wide, Internal streets and building lightings, pathways of minimum 1 m wide to access all STP units, etc. all complete as per specifications and directed by engineer In charge.

Internal roads CC Pavements minimum 4.5m wide to connect all units from main gate of plot

Greenbelt (33% landscaping area) as per specification

For Intermediate Capacities proportional rates shall be adopted

All water retaining structures are in M30 grade of concrete.

Lead for excavation is considered as 500m

Grade of cement used is OPC 53 grade

Grade of steel used is Fe 500/Fe 550D/Fe 550.

i)For SBC below 10T/Sqm to 7.5 T/Sqm, soild raft shall be provided for building and for soild raft the rate shall be increased by 10% on basic rate. ii)For SBC below 7.5 T/Sqm to 5 T/Sqm, soild raft shall be provided for building and for solid raft the rate shall be increased by 15% on basic rate. iii) For SBC value of less than 5 T/Sqm, soil improvement shall be adopted, for which additional payment shall be made as per field condition iv) For intermediate ranges of SBC, the rate shall be increased in proportionate ratio.

Fine screens (SS 317) are of mechanically cleaned type for working unit and manual bar screen type (SS 317) for standby unit

Upto 5 MLD Capacity STP chlorination may be done by using sodium hypochlorite solution. Above 5 MLD capacity gas chlorinator to be provided.

Gravity sludge thickeners not provided upto 3 MLD capacity STP. Sludge will be collected into sludge sump & pumped directly to sludge dewatering system.

Filter press or Bag type dewatering can be provided for STPs upto 5 MLD capacity

Chlorinator room not provided for STP upto 3 MLD

Internal plant roads, storm water drains, site clearance, landscaping is considered in scope. Plant road shall be 4.5m wide

Peak factor considered for design for plants 2 to 5 MLD is 2.5, 6 to 20 MLD is 2.25.

Structural design criteria approved by technical committee shall be applicable for design.

Hydraulic design of the plant shall be considered with free fall discharge of treated sewage to local water body (above HFL). Hydraulic loss shall be worked out for peak flow condition and shall not exceed 4.5m in any circumstances unless otherwise site specific condition and approved by technical committee

The cost of sewage pumping station and rising main Is not Included

The rates include excavation, refilling and throwing away extra stuff as directed by the Engineer in Charge.

Treated Water Disposal up to 50 m considered.

All other details shall be as per design criteria and detail spedfications

Mahanadu STP (Zone-2)

Real Time Monitoring Systems

Installation of Real Time Monitoring Systems for online monitoring of treated waste water on the STPs (Excluding GST)

Watchman Quarters

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD. Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth Mechcanical

Mechanical Means Upto 3 m depth 100%

Providing river sand filling brought from approved quarry including cost and conveyance of all material and all labour charges such as filling in layers watering ramming etc complete as per ss

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M25 design mix

column footings

Columns 1.50-0.15-0.15-0.20-0.25 =0.75 + basement 0.75m+superstructure 3.35m=4.85m

Lintle beams Windows

Roof slab 0.125m thick with 0.30m extension all sides

Sunshades 0.60m wide, 0.10m at fixed end and 0.05m at free end Windows

Loft slab 0.075m thick kitchen

Brick work in CM 1:6 mix using 2nd class bricks brought from approved kilns including cost and conveyance of all materials and all labour charges ,curing for 21 days etc complete as per ss

Cement plastering using opc in cm(1:5) prop 12 mm thick including cost of material, labour ,curing etc. complete as per SS out side & inside

Cement plastering using opc in cm(1:3) prop 12 mm thick including cost of material, labour ,curing etc. complete as per SS for walls out side & inside above 3.5 m Height

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, 2 Coats (All Colours) External BLD-CSTN-10-3

Supply delivary and fixing RCC Jollys includnig cost and conveyance of all material and all labour charges for fixing etc complete as ss

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work

Door -D - 1.20X2.10 m

doors D1 - 1.0X2.10m

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work

windows 1.20x1.20

Providing and fixing factory made polyvinyl chloride (PVC) Door Frame of the size 50 x 47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. Square tube of 19 gauge. The door frame shall be fixed to the wall using 65/100mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4nos. of screws to be provided for each vertical member & minimum 2nos. for horizontal member etc. complete as per manufacturers specification and direction of Engineer-in-Charge for finished item of work

Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for finished item of work

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Cement plastering using opc in cm(1:3) prop 20 mm thick including cost of material, labour ,curing etc. complete as per SS for floorring

Manufacture,supply,delivery of MS grill gates,window ornamental safety grill ,made with MS flats,MS angles,MS squares etc including welding,finishing,applying red oxide paint as primary coat etc complete

Providing two coats of Synthic enamil paint over new Iron works including cost and conveyance of all material and all labour charges etc complete as per ss

Supply, delivery and fixing of 110mm dia single socket PVC pipes 4 kg/sqcm prince/Sudhakar or any ISI brand for rain water pipes with clamps

Supply and fixing of 25 mm dia 2.00 mm thick PVC pipe concealed in roof slab with all required accessories including masonary work all labour chages

Supply and fixing of 20 mm dia 1.50 mm thick PVC pipe concealed in walls with all required accessories including masonary work for light , fan and plug point with metal deep box including all labour chages

Wiring with 2 runs 14/0.3 mm. (1.0. sq.mm) Fire retardant PVC insulated Flexible copper cable in existing pipe with 6A siwtch, ceiling rose and 3 mm thick hyla sheet covering to switch control box including all labour charges etc,., complet for light, bell , fan and exhaust fan points in non - residential building

Wiring with 2 runs 14/0.3 mm. (1.0. sq.mm) Fire retardant PVC insulated Flexible copper cable in existing pipe with 6A modular siwtch control and 3/2 pin sockets fixing on board including all labour charges

supply and run of 2 of 36/0.3 mm. (1.5. sq.mm) Fire retardant PVC insulated Flexible copper cable in existing pipe for mains including all labour charges

supply and run of 1 of 14/0.3 mm. (1.0. sq.mm) Fire retardant PVC insulated Flexible copper cable in existing pipe for earth continuity including all labour charges etc.

supply and run of 2 of 6 sq.mm (7/18) WPSC alluminium cable along with No.10 SWG G.I barer wire through PVC cleats with all accessories including all labour charges etc.,

Providing independent earthing by excavating a trench to a depth of 2.10m in all soils, as per size specied in data ,using 40 mm dia B class GI pipe 2.50m long with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of salt and charcoal in layers and all labour charges etc complete

Supply and fixing SPN Distribution board with IP-30 protection suitable for single phase Earth Leakage Circute Braker (ELCB) / Residual Current Circute Braker (RCCB) / Double Pole (DP) Isolator as incomer and 10kA SP MCBs as out going including internal connections and labour charges for surface / flush mounting etc., complete. BLD-ELEC-4-4.1

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 32W , air delivery 210/220 cubic meter/min with remote and without Regulator. Makes : Atomberg(Gorilla GV2 )/ Halonix(Plasma) /Havells(Efficiencia)

Supply of stepped type Electronic Regulator of makes GM G Home / Gold Medal Olive / Million Zoom / Anchor Penta Cherry / Great white Omega

Supply of 9" (225mm), Light duty exhaust fan with double ball bearing and wire guard etc complete. Makes: Crompton / Baj aj Bahar WG / Havells Ventil Air-DS / Orient hill air / MIIT MAT- 03609

Supply and transportation of 20W, 2000 lumens, T8,1200mm length LED retro tube light,wide operating voltage with double side connection, PF≥0.9,Surge protection: > 2KV, THD<15%, with inbuilt driver and frosted cover CCT: 3000K - 6500K as desired by the department and as per IS specifications, minimum CRI≥80,.etc complete with 5 years warranty.LUMINAIRE MAKE: Phillips / OSRAM / GE / Crompton /VIN / Bajaj / Havells / Halonix / HPL. LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA /OSRAM / SAMSUNG / LG LEDs.

Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete

Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete

Labour charges Fixing of 40W tube light luminaire on wall / Ceiling with / TW round blocks with all accessories including giving connections and all labour charges etc., complete.

Sanitary and water supply

Providing & Placing on Terrace (at all floor levels) polyethylene water storage tank with Double layer approved brand & manufacture with cover and suitable locking arrangement & making necessary holes for inlet & outlets and over flow pipes but without fittings & base support for tanks

Supplying and fixing 580mm x 440mm long Orissa pan white glazed Water Closet 1st quality ISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap, ISI marked and providing masonry seat, CC squatting plate and 10 litres capacity single flush PVC low level cistern with internal components fixed on 2 Nos. of teak wood blocks of size 76.20mm x 101.60mm using required size of nails, screws as approved by Engineer-in-charge, 15 mm nominal size CP finish brass angled stop valve screw type with internal /external threaded conforming to IS 8931, 12.70mm PVC connection with brass union nuts CP coated , 31.75mm brass plumber union, P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges, overheads & contractors profit etc., complete for finished item of worke

Supplying and fixing Indian make Flat Back Wash Hand Basin 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make heavy duty complete with standard CI brackets including wooden blocks ,1 No.12.70mm PVC connection with brass union nuts CP coated , angle stop cock 12.70mm dia. first quality Indian make heavy duty, 30mm dia. PVC flexible waste pipe 914.4mm length of 1st quality including cost and conveyance of all materials to site, labour charges , overheads & contractors profit for finished item of work

Supplying and fixing CP finish brass soap dish of approved make ISI quality including cost and conveyance of all materials, labour charges for fixing , overheads & contractors profit for finished item of work in all floors

Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges , overheads & contractors profit for finished item of work in all floors.

Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges , overheads & contractors profit for finished item of work.

Supply of 110 mm dia 3 m single Socket PVC/SWR pipe - 6 Kg/sq.cm - Prince/Sudhakar/Kisan/Supreme or any ISI Brand.

110 mm dia - Single Tee with Door - UPVC/SWR Pipe fittings

Supply of 110 mm dia - Coupler - UPVC/SWR Pipe fittings (Prince/Sudhakar/Kisan/Supreme or any ISI Brand

Labour charges for laying, fixing and commissioning the PVC pipes including couplers/ bends/ tees etc any diameter including fixing necessary fittings like bends, plugs, couplers, junctions, tees, etc with solvent jointing as per standard practice

Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber up to 914.4 mm (3'0") and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I frame and cover of 20 Kg

S& F GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete

25 mm dia nominal bore -from tank to jn for of individual lines

20 mm dia nominal bore -from jn for of individual lines to toilets & Kitchen

15 mm dia nominal bore -for internal

S&F of GI &GM fittings

GM Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 25 mm NB Size

GM Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 20 mm NB Size

GM Ball valve with SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type - 15 mm NB Size

S&F 12.7 mm N.P bib tap Indian make heavy dutys Seiko/ Senior/ Nice or equivalent

S& F GI union Ist Quality

For septic Tank

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD. Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth by manual means upto 3.00m depth

manual means upto 3.00m depth

Filling with sand in foundations /pipe line trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

Brick work in CM 1:6 mix using 2nd class bricks brought from approved kilns including cost and conveyance of all materials and all labour charges ,curing for 21 days etc complete as per ss

Cement plastering using opc in cm(1:3) prop 20 mm thick including cost of material, labour ,curing etc. complete as per SS out side & inside

RCC M-20 Nominal mix (cement,fine aggregate,coarse aggregate) corresponding to Table -9 of IS -456 using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work,but including centering,shuttering unit 1.00cum for culvert slabs RBR-SBST-5 A

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars ( Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Katta Road STP (Zone-3)

Providing Site filling with Gravel (70%) & Sand (30%) Mix in Layers of not greater than 20 centimeters and compacting to the desired density, the rate includes cost of material to work place homgenious mixing spreading as per the Pre & Final Levels in Layers compacting at each layer raming, watering etc., complete as per Standard Specifications and directed by the Departmental Office in Charge of the Work. Note: The Quanitity mentioned in the Estimate is Tentative. Actual Quantity shall be arraived as per the Grid Levels of the Work Site i.e., Pre Levels and Formation Levels as per the approved Designs after compaction to the desired density and that shall form the basis for arriving final quantity and payments thereon.

Earthwork excavation in all types of soils up to 3.00 Mts depth below GL by manual means as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means,

Providing Sand Bedding as per technical specfications and as directed by the Departmental Officer incharge of the work

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations using coarse aggregate 40mm size hard , machine crushed granite from approved quarry using concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including all charges for machine mixing and hire charges of concrete mixer, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)

RCC M- 20 Design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Brick masonary in C.M (1:5) with bricks traditional size 23x11x7 cms 2nd class including cost and conveyance of all materials and labour charges etc., complete as per S.S

Plastering in CM (1:4) 12mm thick using OPC including cost and conveyance of all materials, labour for mixing material, laying and curing etc., complete

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work in all floors including VAT and labour cess.( APSS No.126)

Supply and fixing of MS Grill Gate any design including cost & conveyance of all materials and labour charges etc., Complete as per SS

Painting primary coat including cost & conveyance of all materials & labour charges for New Iron Work

Painting to new external walls with two coats plastic emulsion paint over primer coat of approved brandafter thoroughly brushing surface to remove dirt and remains of loose powdered materials including cost and conveyance of materials to work and all oprational, incidental,labour charges for finished item of work as per SS and as directed by the departmental officer incharge of the work.

STP Description

Sequential Batch Reactor Technology (SBR)or any Proven technology complying with CPCB and NGT norms. The land requirement may be limited to 450 m² per MLD

Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of STP based on SBR techonology with SCADA and automation and consisiting of inlet Chamber, Screen Chamber, Detritus Tanks, Distribution Chamber and Biological CASP Basins, Sludge Centrifuge necessary piping work with required DI valves, SS gates, drains, tiled pathways at Ground level, administration block cum Labratory, Labratory Equipments, tools and plants, spare parts, internal roads, Greenary, lighting etc. complete as turnkey job with all involved civil, electrical, instrumentation, furniture, operating and controlling with PLC connected to SCADA for real time monitonring and mechanical works inclusive of following items, units as per detailed specification for civil, electrical, instrumentation and mechanical components with all duties and taxes etc, complete but excluding GST to achive BOD <5 ppm, COD<100ppm, TSS <10ppm , TN< 10 ppm, NH3-N<2ppm and TP <1 ppm) to get recyclable quality of water for industrial /agricultural purpose.

PRIMARY TREATMENT

1. Inlet Chamber Designing, providing, and constructing RCC (M-30) inlet chamber for the peak flow as per CPHEEO Manual including necessary excavation in all types of strata including walkway all around the periphery. Inlet chamber having minimum HRT of 60 seconds. Each compartment will have phosphor bronze steel gates with extension rods, head stock, operating wheels. SS-304 pipe railing etc. The work includes providing and making necessary arrangements to connect the flow to screen chamber by approach channel as directed and as per specifications.

2. Screen Chamber Designing, providing, consructing, testing and commissioning of two approach channels (min 4.5m long) mechanically cleaned bar rack screen (6 mm clear opening 10 mm thick flats), Escalator screens MOC; SS 316, with 100% standby manual fine screen (10 mm clear opening) MOC; SS 316, CI sluice gates (one before screen and one after screen) designed as per CPHEEO manual in RCC(M-30), including inlet pipe /channel from inlet chamber, outlet pipe channel to detritus tank, free board of 0.5 m minimum, RCC walk way 1.2m wide with SS 304-40mm dia pipe with 1m c/c support pipe railing, RCC stair cases of 1.2m width from GL to Screen Chamber with operating platform and belt conveyor system including panel and push botton switch at local level as well as MCC room for two way control.

3. Grit chamber Designing, providing and constructing grit chamber detritus or vortex type or aerated type (100% stand by), mechanically operated in RCC (M30) capable of removing 100% of 0.2mm size particle and above having specific gracity 2.40, HRT of 1 minute at average flow (detritus tank, horizontal velocity not exceeding 0.3 m/s), detritus tank at peak flow with suitable arrangment of seperation of grit from putrescible solids, inlet and outlet channels of required sizes as may be required to connect the flow to connecting unit etc, Complete including hydraulic testing for water tightness of structure having minimum FB of 0.3m, wash out arrangement to Grit chamber and platform 1.2m wide RCC walk way with SS-304 pipe railing shall be provided, Arrangement for collecting grit conveyed by conveyor directly into the cart for carting away shall be provided. All arrangements shall be as detailed specifications and as directed.

4. Parshall flume having head loss limited to 0.15 m with necessary flow measuring devices/meter consisting of digital indicator In LPS & MLD

SECONDARY TREATMENT

4. SBR Basins Designing, providing and constructing RCC (M:30), CASP basins for biological removal of BOD along with nitrification denitrification, Bio-P removal in compartments to handle combine flow of 1 DWF incoming flow and recirculation flow including construction of selector compartments and providing 1.2m wide clear approach walkways, expansion joints whereever necessary, including foundations etc as per specifications, peak factor shall be 2.5, F/M ratio shall be 0.15, complete with air blowers, fine diffused aeration grid /Equipment and FB 0.5 m and SWD as required, DO level in basin to be minimum 2mg/l complete with "Oxygen Uptake rate " Control system and all related instruments. Stainless Steel decanters and automation works. MLSS concentrations shall be 2000-5500mg/l or more, MLVSS TO MLSS ratio to be 0.8 HRT shall be between 12 to 13 hrs and SRT suitable for fully digested sludge. It should have all other related works as per detailed specification. In case CASP is designed to achive N, P removal, HRT shall be between 15-18 hrs and SRT shall be suitably provided to achieve N, P removal as directed by engineer in charge. SBR process shall have independent steps like Fill & Aeration, Settling (Sedimentation/ clarification), Decanting without overlapping each other. Since it is complete batch process, filling will not be acceptable during settling or Decanting. Minimum decanting depth shall not be less than 2.20 m. The system should work on a gravity influent condition. No Influent/effluent equalization tanks or flash filling is accepted. It should have all other related works.

5. Process Air Blowers or Aspirator Aerator The Plant should be based on Dissolved Oxygen/ Oxygen Uptake Rate Control with VFD driven Aeration Device.The Aeration System shall be designed for 110 % capacity of the design Air requirement. The aeration BIower/Aeration Device shall be having 100% installed standby unit. Air diffuser shall be of disk/ tubular type, retrievable. The wetted part of the aeration system of non-corrosive materials such as UPVC. Blowers shall be housed in process air blower building. The minimum area of the building is 20 sq.m, and height of 5m (min).

6. Raw Sludge Pump House Sump with minimum HRT of 30 minutes & depth of sludge limited to 2 m, 4.5 m minimum diameter, separtate panel room outside the wet well.

7. Chlorine Contact Tank Designing, providing and constructing chlorine contact chamber of adequate capacity to deal with 1 DWF average flow. The chlorine contact tank should be 30 min capacity, during average flow to achieve 99.99% coliform reduction. Chlorine dose shall be maintained as per standard provisions, including designing, providing and constructing water supply provision for chlorination including providing dewatering and by pass arrangement joining to final effluent mains and outlet weir, etc complete. The effluent quality should match with the standards laid down by AP pollution control board and as per obligatory provision and as detailed specification and as directed by Engineer-in-charge.

8. Chlorinator and Chlorinator Room /Tonner Room Designing, providing and constructing chlorinators vacuum type 2 Nos, (1 working + 1 stand by) with auto switchover facility and having capacity for dosage of adequate chlorine to ensure 99.99 % coliform reduction as per obligatory provisions and detailed specifications with necessary provision of having chlorinator room of adequate size. The chlorinator equipment shall include cost of chlorine cylinders/tonner, piping, valves, measuring and controlling equipment, safety devices , lifting equipment, etc. complete as per IS -10553 ( part II) 1982. The tonner room should have minimum 3 MT capacity Hoist for loading and unloading facility. Tonner storage should be distinctly isolated and should be for minimum storage space as directed in the design specification and as per gas laws 1981 and factory act shall be provided. All other matching amenities shall be provided. Minimum 5 MT gantry rail shall be provided for full length of tonner room at 6 m height from level of tonner room, with outlet chamber and treated effluent outlet channel etc complete as per detailed specification

SLUDGE TREATMENT

9. Sludge Thickner with equipments: Solids loading rate of 25-35 kg/m2/day, Designing, providing & constructing watertight sludge thickener - gravity type (picket fence) in RCC (M-30) with inlet & outlet pipes, central feed well, sludge inlet & sludge removal arrangement, grouting wherever necessary with walkway all around of 1.20m with SS-304 pipe railing interconnecting CI/DI pipes all complete as per specifications, having bottom slope 1:6 & min. 4.5m SWD with necessary fixed bridge scraper arrangement as per detailed specifications & necessary inlet & outlet arrangement. All other arrangement as per detailed specifications. (One unit upto 10 MLD and two units for more than 10 MLD). Min sludge concentration in thickened sludge shall be 4%.

10. Sludge Sump Designing, Providing and constructing of sludge sump and pump house of appropriate size with pumps, ceiling height minimum 6 m over sump for discharging sludge to centrifuge using DI pipe complete as per detailed specification.

11. Sludge Dewatering Equipment Room with Centrifuge or belt press or screw press or Filter Press or Combi-machine or Bag type: Designing, providing constructing and Installing including foundation etc. centrifuge or belt press or screw press or Filter Press or Combi-machine or bag Type to handle the sludge flow as per specifications, with appropriate inlet and outlet provision, sludge dewatering unit drain etc. complete as per specifications.

12. Sludge/ filtrate Pumps a) Capacity to pump sludge In 1 hour with 100% standby (20-25% efficiency, “C" value to be adopted 50% than that of water to calculate friction loss) b) Filtrate from thickening and dewatering to be conveyed only by PVC pipe of class 10 kg/sq.cm.

13. Valves/Gates Inlet, outlet, wash water inlet- only DI D/F and minimum size of 200mm as per design

All types gauges and meters required for O&M as per design of approved make/brand.

Necessary instrumentation and control as per specifications

14. Outfall Sewer Designing, poviding and constructing appropriate outfall sewer of RCC NP3 pipe, to discharge treated effluent from outlet chamber after chlorination tank to the local water body/ wet land at the points shown on the drawing including necessary chamber for inspection and cleaning including necessary excavation, dewatering refilling concrete encasing /bedding concrete steps to reach the channel bed level. Pitching and energy dissipation chamber in channel portion etc. complete upto 50 m length RCC NP3 pipe line and including all above items

By pass arrangement RCC pipes with manholes and C.I. sluice gates (MH to be raised above TWL of adjacent unit)

15. Piping work in DI including Sluice valves, Reflux Valves, SS gates Providing, laying and joiniting pipes other than those already included in the above items for interconnectiion by - pass drains etc, of all units including adequate numbers of manhole chambers. The item includes excavation, refilling and hydraulic testing of pipes, valves, gates, accessories and cost of jointing materials. The items include required channels with gates for interconnection of units, by pass drains etc for all units as dircted etc complete as per detailed specification and as directed by engineer in charge.

16. Adiministative Building Cum Laboratory(G+1) Designing, providing and constructing administative building, office cum laboratory including stores. This shall be a building having appropriate carpet area and ground floor and at first floor complete as per specifications including necessary excavation, foundation in RCC M 20 framed structure B.B masonry (11-class in C.M.1:6) 20mm cement plaster in CM 1:3 inside and out side painting GI Industrial Doors and windows with glass panels, vitrified tile flooring and skirting and all other allied items, fixtures fastening electrification arrangement water supply and sanitary arrangement etc., complete.

a) Ground floor to accomodate office and laboratory. b) First floor to accomodate office of the plant incharge, air monitoring equipments to measure wind direction and speed, hydrogen sulphide concentration etc.

Laboratory equipments Laboratory equipment (as per specifications), telephone and Intercom arrangement and wireless system.

Furniture and Office Equipments, Office furniture (Make: Godrej/ or similar approved quality) as per specifications

Ventilation and Safety equipments as per specifications

Sanitary blocks Carpet area 15 sqm minimum up to 25MLD and 25 sqm above 25 MLD (or as specified)

Maintenance workshop of size as per specification

Air blower building with air blowers. Capable of delivering adequate free air for aeration device with suitable pressure (100% stand by)

MCC room of minimum 9m x 6m clear inside with safety measures. Approval of various statutory/central/foreign authority as applicable.

Electric Installation Both Internal and external including Street Lights in the entire plant area (as specified).

Electric Installation - Sub Station Room as per specifications

DG room with DG sets, as per electric load and specifications (50 % energy requirement).

General Infrastructure Development: Scope also Includes, Designing, providing and constructing general Infrastructure development such as internal roads of minimum 6 mtr wide, Internal streets and building lightings, pathways of minimum 1 m wide to access all STP units, etc. all complete as per specifications and directed by engineer In charge.

Internal roads CC Pavements minimum 4.5m wide to connect all units from main gate of plot

Greenbelt (33% landscaping area) as per specification

For Intermediate Capacities proportional rates shall be adopted

All water retaining structures are in M30 grade of concrete.

Lead for excavation is considered as 500m

Grade of cement used is OPC 53 grade

Grade of steel used is Fe 500/Fe 550D/Fe 550.

i)For SBC below 10T/Sqm to 7.5 T/Sqm, soild raft shall be provided for building and for soild raft the rate shall be increased by 10% on basic rate. ii)For SBC below 7.5 T/Sqm to 5 T/Sqm, soild raft shall be provided for building and for solid raft the rate shall be increased by 15% on basic rate. iii) For SBC value of less than 5 T/Sqm, soil improvement shall be adopted, for which additional payment shall be made as per field condition iv) For intermediate ranges of SBC, the rate shall be increased in proportionate ratio.

Fine screens (SS 317) are of mechanically cleaned type for working unit and manual bar screen type (SS 317) for standby unit

Upto 5 MLD Capacity STP chlorination may be done by using sodium hypochlorite solution. Above 5 MLD capacity gas chlorinator to be provided.

Gravity sludge thickeners not provided upto 3 MLD capacity STP. Sludge will be collected into sludge sump & pumped directly to sludge dewatering system.

Filter press or Bag type dewatering can be provided for STPs upto 5 MLD capacity

Chlorinator room not provided for STP upto 3 MLD

Internal plant roads, storm water drains, site clearance, landscaping is considered in scope. Plant road shall be 4.5m wide

Peak factor considered for design for plants 2 to 5 MLD is 2.5, 6 to 20 MLD is 2.25.

Structural design criteria approved by technical committee shall be applicable for design.

Hydraulic design of the plant shall be considered with free fall discharge of treated sewage to local water body (above HFL). Hydraulic loss shall be worked out for peak flow condition and shall not exceed 4.5m in any circumstances unless otherwise site specific condition and approved by technical committee

The cost of sewage pumping station and rising main Is not Included

The rates include excavation, refilling and throwing away extra stuff as directed by the Engineer in Charge.

Treated Water Disposal up to 50 m considered.

All other details shall be as per design criteria and detail spedfications

Katta Road STP (Zone-3)

Real Time Monitoring Systems

Installation of Real Time Monitoring Systems for online monitoring of treated waste water on the STPs (Excluding GST)

Watchman Quarters

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD. Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H--ordinary soil--manual means upto 3m depth Mechcanical

Mechanical Means Upto 3 m depth 100%

Providing river sand filling brought from approved quarry including cost and conveyance of all material and all labour charges such as filling in layers watering ramming etc complete as per ss

Providing PCC 1:4:8 using 40 mm graded SS 5 HBG m/c metal and OPC coarse and fine aggregate confirming to IS 383 including cost and conveyance of all materials and labour charges, machine mixing , vibration,laying in position, curing etc., complete

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M25 design mix

column footings

Columns 1.50-0.15-0.15-0.20-0.25 =0.75 + basement 0.75m+superstructure 3.35m=4.85m

Lintle beams Windows

Roof slab 0.125m thick with 0.30m extension all sides

Sunshades 0.60m wide, 0.10m at fixed end and 0.05m at free end Windows

Loft slab 0.075m thick kitchen

Brick work in CM 1:6 mix using 2nd class bricks brought from approved kilns including cost and conveyance of all materials and all labour charges ,curing for 21 days etc complete as per ss

Cement plastering using opc in cm(1:5) prop 12 mm thick including cost of material, labour ,curing etc. complete as per SS out side & inside

Cement plastering using opc in cm(1:3) prop 12 mm thick including cost of material, labour ,curing etc. complete as per SS for walls out side & inside above 3.5 m Height

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, 2 Coats (All Colours) External BLD-CSTN-10-3

Supply delivary and fixing RCC Jollys includnig cost and conveyance of all material and all labour charges for fixing etc complete as ss

Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with tinted-bronze/green glass 5 mm thick(middle to top),MDF Board-exterior both sides laminaed 12mm thick(middle to bottom) fixed including supply and fixing aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work

Door -D - 1.20X2.10 m

doors D1 - 1.0X2.10m

Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work

windows 1.20x1.20

Providing and fixing factory made polyvinyl chloride (PVC) Door Frame of the size 50 x 47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. Square tube of 19 gauge. The door frame shall be fixed to the wall using 65/100mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4nos. of screws to be provided for each vertical member & minimum 2nos. for horizontal member etc. complete as per manufacturers specification and direction of Engineer-in-Charge for finished item of work

Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for finished item of work

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Cement plastering using opc in cm(1:3) prop 20 mm thick including cost of material, labour ,curing etc. complete as per SS for floorring

Manufacture,supply,delivery of MS grill gates,window ornamental safety grill ,made with MS flats,MS angles,MS squares etc including welding,finishing,applying red oxide paint as primary coat etc complete

Providing two coats of Synthic enamil paint over new Iron works including cost and conveyance of all material and all labour charges etc complete as per ss

Supply, delivery and fixing of 110mm dia single socket PVC pipes 4 kg/sqcm prince/Sudhakar or any ISI brand for rain water pipes with clamps

Supply and fixing of 25 mm dia 2.00 mm thick PVC pipe concealed in roof slab with all required accessories including masonary work all labour chages

Supply and fixing of 20 mm dia 1.50 mm thick PVC pipe concealed in walls with all required accessories including masonary work for light , fan and plug point with metal deep box including all labour chages

Wiring with 2 runs 14/0.3 mm. (1.0. sq.mm) Fire retardant PVC insulated Flexible copper cable in existing pipe with 6A siwtch, ceiling rose and 3 mm thick hyla sheet covering to switch control box including all labour charges etc,., complet for light, bell , fan and exhaust fan points in non - residential building

Wiring with 2 runs 14/0.3 mm. (1.0. sq.mm) Fire retardant PVC insulated Flexible copper cable in existing pipe with 6A modular siwtch control and 3/2 pin sockets fixing on board including all labour charges

supply and run of 2 of 36/0.3 mm. (1.5. sq.mm) Fire retardant PVC insulated Flexible copper cable in existing pipe for mains including all labour charges

supply and run of 1 of 14/0.3 mm. (1.0. sq.mm) Fire retardant PVC insulated Flexible copper cable in existing pipe for earth continuity including all labour charges etc.