Laying of BT and CC Roads from (a) Venkatakishtapur (V) to Lingampalli (V), (b) Sultanpur (V) to Korpole (V) and (c) CC Road and UGD pipe line in Shivampet (V) of Chowtakur (M), Andole Constituency, Sangareddy District

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH , including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH , by Mechanical means , Thrust Blocks and Man Holes etc,. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 (4th revision) - with a lead charges , Morth -305,RBR-EECD-4(ii). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Providing and applying Primer coat with bitumen emulsion(Bulk-Slow Setting-1) over the prepared surface of granular base as Wet Mix Macadam surface at the rate of 6kg /10sqm including cleaning the road surface with mechanical broom and air compressor and spraying uniformly with the aid of bitumen pressure sprayer including cost and conveyance of bitumen emulsion and water,labour charges,cleaning, as per MORT&H(5th Revision) specification 502. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Providing and applying Tack coat with Bitumen Emulsion rapid setting-1 over the prepared surface before laying DBM @2.5kg/10Sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformity with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Providing and laying dense graded bituminous macadam of 50mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Providing and laying bituminous concrete of 30mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming (APSS NO. 309 & 310) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Engaging JCB for uprooting of trees etc. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Thermoplastic Paint (BERGER (Sigmark)/ Asian Paint (Apcomark) or equivalent brand - For Lane & Edge marking - 2.5mm thick in 1 layer. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Providing and fixing of Cautionary sign/Warning sign (600mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Providing and fixing of Object marker(3O0mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from Venkatakishtapur (V)

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from Venkatakishtapur (V)

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 (4th revision) - with a lead charges , including Contarctor's profit and overhead charges excluding seignorage charges, Morth -305,RBR-EECD-4(ii). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from Venkatakishtapur (V)

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from Venkatakishtapur (V)

Providing P.C.C grade M 10 concrete for plain/reinforced concrete 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. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from Venkatakishtapur (V)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), with minimum cement 350.00 Kgs 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, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of , construction joints, curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from Venkatakishtapur (V)

Mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc, complete for finished item of work as directed by Engineer-in-Charge pg 612/752 SSR 25-26 sno 25 C. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from Venkatakishtapur (V)

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm including cost and conveyance of water to work site and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from Venkatakishtapur (V)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming (APSS NO. 309 & 310)and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from Venkatakishtapur (V)

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from Venkatakishtapur (V)

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m as per SS - 20 B (APSS 308). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. Ordinary soils-Mechcanical Means-Upto 3 m depth. For Pipe Culvert from Venkatakishtapur (V)

Supplying and filling robo sand in trenches, sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping (APSS 309 &310) and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Pipe Culvert from Venkatakishtapur (V)

Providing P.C.C grade M 15 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm 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. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Pipe Culvert from Venkatakishtapur (V)

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials (APSS No. 402). including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Foundation. For Pipe Culvert from Venkatakishtapur (V)

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. 900 dia. For Pipe Culvert from Venkatakishtapur (V)

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH , by Machanical means , Thrust Blocks and Man Holes etc, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, as per MoRT&H specification 305 (4th revision) - Morth -305,RBR-EECD-4. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including Contractors profit and Overhead charges but excluding Seignorage charges. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge.For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Providing and applying Primer coat with bitumen emulsion(Bulk-Slow Setting-1) over the prepared surface of granular base as Wet Mix Macadam surface at the rate of 6kg /10sqm including cleaning the road surface with mechanical broom and air compressor and spraying uniformly with the aid of bitumen pressure sprayer including cost and conveyance of bitumen emulsion and water,labour charges,cleaning, as per MORT&H(5th Revision) specification 502. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Providing and applying Tack coat with Bitumen Emulsion rapid setting-1 over the prepared surface before laying DBM @2.5kg/10Sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformity with the aid of emulsion pressure sprayer, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Providing and laying dense graded bituminous macadam of 50mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Providing and laying bituminous concrete of 30mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Engaging JCB for uprooting of trees etc. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Thermoplastic Paint (BERGER (Sigmark)/ Asian Paint (Apcomark) or equivalent brand - For Lane & Edge marking - 2.5mm thick in 1 layer. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Providing and fixing of Cautionary sign/Warning sign (600mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Providing and fixing of Object marker(300 mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of BT Road from NH 161 Sultanpur (V)

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from NH 161 Sulthanpur (V)

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from NH 161 Sulthanpur (V)

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from NH 161 Sulthanpur (V)

Providing P.C.C grade M 10 concrete for plain/reinforced concrete 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.including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from NH 161 Sulthanpur (V)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), with minimum cement 350.00 Kgs 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, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of , construction joints, curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from NH 161 Sulthanpur (V)

Mechanical trowelling, finishing with sound edges and corners, pg 612/752 SSR 25-26 sno 25 C. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from NH 161 Sulthanpur (V)

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm complete including all miscellaneous charges including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from NH 161 Sulthanpur (V)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming (APSS NO. 309 & 310)and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from NH 161 Sulthanpur (V)

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Widening and Strengthening of CC Road from NH 161 Sulthanpur (V)

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m Ordinary soils-Mechcanical Means-Upto 3 m depth. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Pipe Culvert from NH 161 Sulthanpur (V)

Supplying and filling robo sand in trenches, sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping (APSS 309 &310) including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Pipe Culver from NH 161 Sulthanpur (V)

Providing P.C.C grade M 15 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm 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.including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Pipe Culver from NH 161 Sulthanpur (V)

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials (APSS No. 402) cost of steel and its fabrication charges, GSTas applicable. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Foundation.For Pipe Culver from NH 161 Sulthanpur (V)

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and 900 dia. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Pipe Culver from NH 161 Sulthanpur (V)

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work for trench cutting as per MORT&H specification No.301 and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Excavation for structures in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000ms , Morth -305. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Providing concrete for plain/reinforced concrete 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. M10 Grade including initial lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Construction of 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, using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, 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, 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. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc, pg 612/752 SSR 25-26 sno 25©. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Construction of sub grade and Earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 305 MORTH including initial lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm complete. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For Laying of CC Road in Shivampet (V)

Dismantling existing Stone masonry in cement mortar including all charges etc. including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For UGD pipe line in Shivampet (V)

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For UGD pipe line in Shivampet (V)

Excavation for structures in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For UGD pipe line in Shivampet (V)

Supplying and filling robo sand in trenches, sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping (APSS 309 &310) and including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For UGD pipe line in Shivampet (V)

Manufacture, Supply and Delivery of various internal dia 450 mm R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For UGD pipe line in Shivampet (V)

Construction of 0.90 M Circular Sewer Man hole of 0.90 mts x 0.56m of 1.0 M depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in cm 1:6 prop and corbelling too including CC bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.15 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastering with 20 mm thick cm 1:4 and External Plastering with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, . including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For 1.0 m depth 450 mm dia pipe line. For UGD pipe line in Shivampet (V)

Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For UGD pipe line in Shivampet (V)

Construction of Additional 0.10mt depth to 0.90mt circular dia sewer man hole of 0.90 mts depth with cement bricks of size (flyash cement blocks of size 225X100X60mm with compressive strength of 50kg/ sqm IS:12894- 1990 class -V ) in cm 1:4 prop for corbelling portion with internal plastreng 20 mm thick (cm 1:3 prop) and external plasterng 12mm thick ( cm 1:3prop) excluding the cost and fixing charges of CI steps, including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For UGD pipe line in Shivampet (V)

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding taxes as applicable ISI mark H.D.-20 with 560mm dia clear opening including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge.. For UGD pipe line in Shivampet (V)

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including contractor profit and overhead charges but excluding seigenorage charges complete for finished item of work as directed by the Engineer-in-Charge. For UGD pipe line in Shivampet (V)