AUGMENTATION OF WATER SUPPLY SCHEME AT MANDONI (3rd call)

Amount

A. CAPITAL WORK Providing and supplying in standard length ISI mark high density polyethylene H.D.P.E pipes suitable for potable water as per IS specification no. 4984/1995 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, etc. complete. MAKE BY: DURALINE, JAIN IRRIGATION, MANEKYA, PIL, SHREE TNB POLYMERS LTD. 50 mm dia HDPE PE 100 Class 10 kg/cm2

63 mm dia HDPE PE 100 Class 10 kg/cm2

75 mm dia HDPE PE 100 Class 10 kg/cm2

90 mm dia HDPE PE 100 Class 10 kg/cm2

110 mm dia HDPE PE 100 Class 10 kg/cm2

125 mm dia HDPE PE 100 Class 10 kg/cm2

140 mm dia HDPE PE 100 Class 10 kg/cm2

160 mm dia HDPE PE 100 Class 10 kg/cm2

180 mm dia HDPE PE 100 Class 10 kg/cm2

200 mm dia HDPE PE 100 Class 10 kg/cm2

225 mm dia HDPE PE 100 Class 10 kg/cm2

250 mm dia HDPE PE 100 Class 10 kg/cm2

280 mm dia HDPE PE 100 Class 10 kg/cm2

Manufacture, Supply & Delivery of Electric Resistance welded M.S.Pipe having beveled ends plate or coil conforming to IS-3589-2001 or its latest revision/ammendment for following thickness outside diameter at store or site anywhere in Gujarat State including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading conveyance to Department stores, stacking etc. all complete. (Rate for MS pipe based on the ex. works price of HR coil as Rs 67500.00 per MT without GST (Above 3.15mm to 10mm) & Rs 68000 per MT without GST (Above 10mm) as on February 2022. WPI index of HR coil of January 2022 is 155.8) I/S Solvent free liquid epoxy lining (406 Micron) + O/S 3 LPE coated MS Pipe MAKE BY: JINDAL, WELSPUN PSL, ESSAR STEEL, RATNAMANI, SAIL. 323.9 mm dia 5.6 mm thick MS Pipe (Intake well to IPS-I)

323.9 mm dia 5.6 mm thick MS Pipe (IPS-I to IPS-II)

323.9 mm dia 5.6 mm thick MS Pipe (IPS-II to Proposed WTP)

273 mm dia 5.0 mm thick MS Pipe (Proposed WTP to Existing HGLR)

Providing and Supplying ISI mark G.I. pipes with Couplings of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS - 1239 - 1990)(Not for well/tube well column pipe) MAKE BY: AMBIKA, TATA, JINDAL, APOLLO, JAGDAMBE MANUFACTURING COMPANY. Heavy Duty - 40 mm dia

Heavy Duty - 80 mm dia

Heavy Duty - 100 mm dia

Heavy Duty - 125 mm dia

Heavy Duty - 150 mm dia

GI Fittings (Elbows, Nipple, Step Nipple, Union, Plug, Tee, Coupling, Reducer) MAKE BY: AMBIKA, TATA, JINDAL, APOLLO, JAGDAMBE MANUFACTURING COMPANY Up to 65 mm

Above 65 mm and up to 100 mm

Above 100 mm

Gas cutting (either square cut/V cut ) pipes, plates etc. incl. all cost for following thickness Gas Cutting for pipe thickness above 5 mm up to 10 mm

Welding in all positions with required number runs, for M.S pipes internally and/or externally incl. gauging wherever necessary, fixing appruntances and other accessories in connection with pipe laying work as per specification. WELDING ELECTRODS: Item manufactured with ISI mark shall only be used Welding for pipe thickness above 4 mm to 7 mm

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting Cement) in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc.complete. (IS - 458/ 1989 Note : One collar should be supplied with each full length plain ended RCC pipe, cost included rubber ring should be supplied with each full length socketed pipe, cost included in rates below. Class NP2 Test Pressure 0.7 Kg/Sq.cm (R.C.C. PIPE Conform to I.S. 458-1971 : INDIAN HUME PIPE CO., ALCOCK CEMENT PRODUCT) 150 mm Dia. RCC NP2 Pipe

300 mm Dia. RCC NP2 Pipe

400 mm Dia. RCC NP2 Pipe

"NOBLE" Brand HDPE Pipe fittings In PE-100 Grade in PN-10 HDPE Loose Flange - 50 MM OD

HDPE Loose Flange - 63 MM OD

HDPE Loose Flange - 75 MM OD

HDPE Loose Flange - 90 MM OD

HDPE Loose Flange - 110 MM OD

HDPE Loose Flange - 125 MM OD

HDPE Loose Flange - 140 MM OD

HDPE Loose Flange - 160 MM OD

HDPE Loose Flange - 180 MM OD

HDPE Loose Flange - 200 MM OD

HDPE Loose Flange - 225 MM OD

HDPE Loose Flange - 250 MM OD

HDPE 90 Degree Molded Bend 50 MM OD

HDPE 90 Degree Molded Bend 63 MM OD

HDPE 90 Degree Molded Bend 75 MM OD

HDPE 90 Degree Molded Bend 90 MM OD

HDPE 90 Degree Molded Bend 110 MM OD

HDPE 90 Degree Molded Bend 125 MM OD

HDPE 90 Degree Molded Bend 140 MM OD

HDPE 90 Degree Molded Bend 160 MM OD

HDPE 90 Degree Molded Bend 180 MM OD

HDPE 90 Degree Molded Bend 200 MM OD

HDPE 90 Degree Molded Bend 225 MM OD

HDPE 90 Degree Molded Bend 250 MM OD

HDPE Molded Equal Tee- 50 MM OD

HDPE Molded Equal Tee- 63 MM OD

HDPE Molded Equal Tee- 75 MM OD

HDPE Molded Equal Tee- 90 MM OD

HDPE Molded Equal Tee- 110 MM OD

HDPE Fabricated Equal Tee- 125 MM OD

HDPE Fabricated Equal Tee- 140 MM OD

HDPE Fabricated Equal Tee- 160 MM OD

HDPE Fabricated Equal Tee- 180 MM OD

HDPE Fabricated Equal Tee- 200 MM OD

HDPE Fabricated Equal Tee- 225 MM OD

HDPE Fabricated Equal Tee- 250 MM OD

HDPE End Cap - 50 MM OD

HDPE End Cap - 63 MM OD

HDPE End Cap - 75 MM OD

HDPE End Cap - 90 MM OD

HDPE End Cap - 110 MM OD

HDPE End Cap - 125 MM OD

HDPE End Cap - 140 MM OD

HDPE End Cap - 160 MM OD

HDPE End Cap - 180 MM OD

HDPE End Cap - 200 MM OD

HDPE End Cap - 225 MM OD

HDPE End Cap - 250 MM OD

HDPE Concentric Reducer 50 x 63

HDPE Concentric Reducer 63 x 75

HDPE Concentric Reducer 75 x 90

HDPE Concentric Reducer 90 x 110

HDPE Concentric Reducer 110 x 125

HDPE Concentric Reducer 125 x 140

HDPE Concentric Reducer 140 x 160

HDPE Concentric Reducer 160 x 180

HDPE Concentric Reducer 180 x 200

HDPE Concentric Reducer 200 x 225

HDPE Concentric Reducer 225 x 250

Providing & supplying ISI mark C.I.D.F sluice valves, as per IS 14846 (latest edition) of following class and diameter including all taxes, insurance, transportation, frieght charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Sluice Valves PN 1.6 with hand /wheel cap opertaed (Alt - 1 type Long Body) MAKE BY: KILOSKAR, IVC Sluice Valve - 50 mm Dia.

Sluice Valve - 65 mm Dia.

Sluice Valve - 80 mm Dia.

Sluice Valve - 100 mm Dia.

Sluice Valve - 125 mm Dia.

Sluice Valve - 150 mm Dia.

Sluice Valve - 200 mm Dia.

Sluice Valve - 250 mm Dia.

Sluice Valve - 300 mm Dia.

Providing & supplying ISI mark C.I.D.F sluice valves, as per IS 14846 (latest edition) of following class and diameter including all taxes, insurance, transportation, frieght charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. P.N. 1.0 with hand/wheel cap operated (Alt-1 type long body) MAKE BY: KILOSKAR, IVC Sluice Valve - 80 mm Dia.

Sluice Valve - 100 mm Dia.

Providing & supplying ISI mark C.I.D.F sluice valves, as per IS 14846 (latest edition) of following class and diameter including all taxes, insurance, transportation, frieght charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Scour Valves PN 1.6 with hand /wheel cap opertaed (Alt - 1 type Long Body) MAKE BY: KILOSKAR, IVC Scour Valve - 80 mm Dia.

Scour Valve - 100 mm Dia.

Scour Valve - 150 mm Dia.

Providing & supplying ISI mark C.I.D.F sluice valves, as per IS 14846 (latest edition) of following class and diameter including all taxes, insurance, transportation, frieght charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Sluice Valve with Air valve (Short Body PN 1.6 with hand /wheel cap opertaed ) MAKE BY: KILOSKAR, IVC Sluice valve - 50 mm Dia.

Sluice valve - 80 mm Dia.

Providing and supplying C.I Temper proof Air-valves with S. S with 304 float gun metal, nozel of approved make and quality of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Without Isolating Sluice Valve PN 1.6 MAKE BY: KILOSKAR, IVC Air valve - 50 mm Dia. (At every 500 m)

Air valve - 80 mm Dia. (At every 500 m)

Providing and supplying C.I Air-valves of approved make and quality of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Air Valves MAKE BY: KILOSKAR, IVC Air valves Single (S1) Type - 15 mm Dia.

Air valves Single (S1) Type - 25 mm Dia.

Providing & fixing gun metal check or non return full-way wheel valve Stop Valves/Cocks for Air Valve MAKE BY: KILOSKAR, IVC 15 mm

Erection of air valve riser by installing new MS pipe of 6mm thick and 3.2 mt length with necessary fitting such as flange of appropriate size, nut bolts and embedded the pipe in R.C.C M 15 with offset of 100 mm around pipe with necessary reinforcement etc. complete. MAKE BY: JINDAL , WELSPUN PSL, ESSAR STEEL Air valve - 50 mm Dia. (At every 500 m)

Air valve - 80 mm Dia. (At every 500 m)

Lowering, laying and jointing HDPE pipes and specials of following class and diameter (By butt fusion welding method) including cost of conveyance from stores to site of works at all level including cost of labour, material, giving satisfactory hydraulic testing etc. comp. 50 mm dia HDPE PE 100 Class 10 kg/cm2

63 mm dia HDPE PE 100 Class 10 kg/cm2

75 mm dia HDPE PE 100 Class 10 kg/cm2

90 mm dia HDPE PE 100 Class 10 kg/cm2

110 mm dia HDPE PE 100 Class 10 kg/cm2

125 mm dia HDPE PE 100 Class 10 kg/cm2

140 mm dia HDPE PE 100 Class 10 kg/cm2

160 mm dia HDPE PE 100 Class 10 kg/cm2

180 mm dia HDPE PE 100 Class 10 kg/cm2

200 mm dia HDPE PE 100 Class 10 kg/cm2

225 mm dia HDPE PE 100 Class 10 kg/cm2

250 mm dia HDPE PE 100 Class 10 kg/cm2

280 mm dia HDPE PE 100 Class 10 kg/cm2

Lowering, laying and jointing G.I pipes with G.I. specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing, etc. complete. Heavy Duty - 40 mm dia

Heavy Duty - 80 mm dia

Heavy Duty - 100 mm dia

Heavy Duty - 125 mm dia

Heavy Duty - 150 mm dia

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following diameters in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code. Class NP2 Test Pressure 0.7 Kg/Sq.cm 150 mm Dia. RCC NP2 Pipe

300 mm Dia. RCC NP2 Pipe

400 mm Dia. RCC NP2 Pipe

Lowering, laying and jointing & welding in position to correct line & level M.S Pipe with outer gunniting & inside lining/Epoxy painting on pedestal or chairs upon prepared formation or prepared bedding in trenches the rates include conveyance from store to site of work loading, unloading, joint plastering, hydrotesting etc. complete. 323.9 mm dia 5.6 mm thick MS Pipe (Intake well to IPS-I)

323.9 mm dia 5.6 mm thick MS Pipe (IPS-I to IPS-II)

323.9 mm dia 5.6 mm thick MS Pipe (IPS-II to Proposed WTP)

273 mm dia 5.0 mm thick MS Pipe (Proposed WTP to Existing HGLR)

Lowering, laying and jointing in position following C.I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing materials, including nut , bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) Sluice Valves Sluice Valve - 50 mm Dia.

Sluice Valve - 65 mm Dia.

Sluice Valve - 80 mm Dia.

Sluice Valve - 100 mm Dia.

Sluice Valve - 125 mm Dia.

Sluice Valve - 150 mm Dia.

Sluice Valve - 200 mm Dia.

Sluice Valve - 250 mm Dia.

Sluice Valve - 300 mm Dia.

Lowering, laying and jointing in position following C.I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing materials, including nut , bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) P.N. 1.0 with hand/wheel cap operated (Alt-1 type long body) Sluice Valve - 80 mm Dia.

Sluice Valve - 100 mm Dia.

Lowering, laying and jointing in position following C.I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing materials, including nut , bolts and giving satisfactory hy draulic testing etc. complete. (Rate for all class of valves) Scour Valves PN 1.6 with hand /wheel cap opertaed (Alt - 1 type Long Body) Scour Valve - 80 mm Dia.

Scour Valve - 100 mm Dia.

Scour Valve - 150 mm Dia.

Lowering, laying and jointing in position following C.I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing materials, including nut , bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) Sluice Valve with Air Valve (Short Body PN 1.6) Sluice valve - 50 mm Dia.

Sluice valve - 80 mm Dia.

Lowering, laying and jointing in position following C.I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing materials, including nut , bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves) Air valves Single (S1) Type - 15 mm Dia.

Air valves Single (S1) Type - 25 mm Dia.

Lowering, laying and jointing in position following C.I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing materials, including nut , bolts and giving satisfactory hy draulic testing etc. complete. (Rate for all class of valves) Without Isolating Sluice Valve PN 1.6 Air valve - 50 mm Dia. (At every 500 m)

Air valve - 80 mm Dia. (At every 500 m)

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. including dewatering etc. Completed as per director. 0.00 to 1.50 mt depth a) in all sorts of soil and soft murru

b) in hard murrum, boulders incl. macadam road.

c) In In soft rock and/or masonry in CM or L M or Lime Concrete.

Excavation for well including removing and spreading the excavated stuffs directed with all lead. Dewatering for excavation in wet condition in all strata below GL 0.00 to 1.50 mt depth a) in all sorts of soil and soft murrum

b) in hard murrum, boulders incl. macadam road.

c) In In soft rock and/or masonry in CM or L M or Lime Concrete.

d) In hard rock and or c.c. 1:2:4 or RCC with blasting, breaking, chiseling or by chiseling/ breaking only

Excavation for well including removing and spreading the excavated stuffs directed with all lead. Dewatering for excavation in wet condition in all strata below GL 1.5 to 3.0 mt depth a) in all sorts of soil and soft murrum

b) in hard murrum, boulders incl. macadam road.

c) In In soft rock and/or masonry in CM or L M or Lime Concrete.

d) In hard rock and or c.c. 1:2:4 or RCC with blasting, breaking, chiseling or by chiseling/ breaking only

Excavation for well including removing and spreading the excavated stuffs directed with all lead. Dewatering for excavation in wet condition in all strata below GL 3.0 to 4.0 mt depth a) in all sorts of soil and soft murrum

b) in hard murrum, boulders incl. macadam road.

c) In In soft rock and/or masonry in CM or L M or Lime Concrete.

Dewatering Extra Dewaetring for excavation in wet condition in all strata 0 to 1.50 mt depth

1.5 to 3.0 mt depth

3.0 to 4.0 mt depth

Excavation for Foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50m lead. (A) up to 1.50 m depth - Loose or Soft Soil

Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C member incl. stacking of serviceable material and disposal of unserviceable from site of wrork with all lead and lift.

Construction of valve chamber in brick locally available in CM 1:6 Foundation concrete 150 mm thick in CC 1:4:8 of trap metal size 25mm to 40 mm thick, inside cement plaster in C.M 1:3 &cement pointing out side in C.M 1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts, each with handles or MS Bar etc.comp. as given size) Up to 1 Mt depth from GL to pipe invert level including complete civil works but excl. cost of excavation & refilling. With cast in situ RCC slab in one single piece with of C.I-M.H Frame & cover. (excl. cost of C.I-M.H Frame & cover) with 23 mm thick brick masonary wall in C.M.1 : 6 1. with precast slab in two parts 15 mm CEMENT MAKE BY: ULTRATECH, AMBUJA a) Size of Chamber 0.60 m x 0.60 m and 1.0 mt. deep

b) Size of Chamber 0.90 m x 0.90 m and 1.0 mt. deep

Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, form work, needle vibrated consolidation, curing comp. up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering/deshuttering etc. comp. for structure for other than water retaining. Exposed R.C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA With Form Work

Providing and casting in situ C.C. in grade M-20 (porportions as per mixdesign or as per Table 9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, form work, needle vibrated consolidation, curing comp. up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering etc. comp. for structure for other than water retaining without water proofing chemical Exposed R.C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA Existing WTP Site: Footing for column or foundation , RCC pedestal

Existing WTP Site: In Piles

Abutment for bridge

Providing and cast in situ C.C. in grade M-35 Proportions of ingredients as per mix design or as per table no 9 of IS456 2000 in masses by weigh batching using granite, quartzite trap metal of size 6mm to 20mm for RCC work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete up to 6.0meter depth or height (excluding cost of reinforcement and neat finishing ) with centering and shuttering/deshuttering etc. complete for structure other than watering retaining ( Below G.L.) Exposed R.C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA For RCC bored pile using Tremie Pipe including necessary flushing, dewatering, transporting and vibrating with all leads & lifts complete as per detailed ( without form work)

For Retaining Wall Raft

Column

Braces, Beam and Ring Beam

Slab of Various Thickness

Lintle & Chhajja

Retaining Wall (Cement cost add from M20 to M35 concrete - cement 425-360 = 65 Kgx 6.46Rs/kg = 419.90 Rs.)

Supplying , cutting, bending, binding and placing in position steel as per plan and design and as per IS 2502 including cost of steel and binding wire forstructures including lift up to all meter height or depth below GL for all diameters. CRS steel all diameter Fe 500 grade confirming to relevant IS Do- Thermo mechanically treated (TMT) bars Fe-500 grade for all diameter PRIMARY STEEL, CONFORM to I.S. 1786:2008 CRS Bars

TMT Bars

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 stone aggregates 20 nominal size) and curing complete excluding cost of form work in: Foundation and Plinth Exposed C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base or columns and Mass concrete Exposed R.C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp. to prop. 1 : 3 : 6) using granite, quartzite trap metal of size 12 mm to 25 mm incl. consolidation curing etc. complete. Exposed C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp. to prop. 1 : 3 : 6) using granite, quartzite trap metal of size 12 mm to 25 mm incl. consolidation curing etc. complete. Exposed C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA Footing without form work

Construction of Granular sub base (GSB)by providig 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 deisred density, complete as per clause 401.

Providing and fixing copper lightning arrestor incl. copper strip and earthing plate etc. complete (incl. cost of excavation for earthing plate etc. rate per kgs of copper) MAKE BY: NATIONAL, POWER SYSTEM GUJRAT, ATLAS

Providing and laying 300 mm thick pucca rubble pitching in cement mortar 1:5 proportion with the surface pointed with cement mortar of 1:3 proportion including curing etc. complete for all leads & lifts. CEMENT MAKE BY: ULTRATECH, AMBUJA

Purchasing ,Supplying at site works with railway freight, loading, unloading, carting etc. complete such as joints channels, angle, iron rails etc. Including labour charges for lowering, laying , erecting, fixing, various size of M.S. section such as joints chanel, angles , plates etc. completed with fabrication. For hoisting and launching the bridge on pillar supports perfectly in line and level incl. cost of counter weight if required,jacks, pully blocks or any other supporting structures for bridge in beams and joist, channels, angles, tees, flats, clits etc. complete for M.S. bridge and pump house flooring including tree coats anti-corrosive paint over it and gantry girder. MAKE BY: TATA STEEL, SAIL, JINDAL STEEL

Purchasing ,Supplying at site works with railway freight, loading, unloading, carting etc. complete such as joints channels, angle, iron rails etc. for various thickness MAKE BY: TATA STEEL, SAIL, JINDAL STEEL

Purchasing ,Supplying at site works with railway freight, loading, unloading, carting etc. complete such as joints channels, angle, iron rails etc. Structural Steel for MS Section MAKE BY: TATA STEEL, SAIL, JINDAL STEEL

Empty boring through all sorts of strata for providing 1.20mt Diameter RCC bored piles to required depth including flushing necessary casing pipe with all plants and equipments as required as per detailed specifications and drawings

Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles (Dia- 1200mm) including applying protective coating as per drawing and specification and as directed by Engineer. (Up to 10 ton) MAKE BY: JINDAL,WELSPUN PSL, ESSAR STEEL

Brick work using common burnt clay building brick having crushing strength not less than 35 kg/sq.cm. in foundation and plinth in cement mortar 1:6 (1 Cement : 6 fine sand) (B) Conventional including curing etc. complete CEMENT MAKE BY: ULTRATECH, AMBUJA

Brick Work using common burnt clay building brick having crushing strength not less than 35.00 Kg/Sq.Cm. in C.M. 1:6, using conventional bricks for super Structure above plinth level up to floor two levels. (up to 10 ton) CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing 10 mm thick cement plaster by using Ready Mix Mortar for plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in Cement mortar 1:3 (1 Cement : 3 Sand) CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing 15 mm thick cement plaster in single coat on rough (similar) side of single or half brick walls for interior plastering upto floor two level finished even and smooth in cement mortar 1:3 (1 cement : 3 sand) for P.H. only wall & column CEMENT MAKE BY: ULTRATECH, AMBUJA

20 mm thick sand faced outside plaster on wall upto height 10 meters above ground level consisting of 12mm thick backing coat of c.m. 1:3 & 8m thick finishing coat of c.m. 1:1 etc. complete. P.H. only. CEMENT MAKE BY: ULTRATECH, AMBUJA

Cement plaster 20 mm thick in C.M. 1:2 using with water proofing compound of approved quality incl. finishing etc. complete. CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing and fixing 50 cm wide MS ladder fabricated from MS flats 10mm X 75 mm with 20 mm dia steel bars steps in double rows, @ 30 cm C/C. The include stays of 10 mm X 50 mm flats fixed at 3 m C/C with welding anchoring, and 3 coats anticorrosive paint. MS FLATS MAKE BY: TATA STEEL, SAIL, JINDAL STEEL ANTICORROSIVE PAINT MAKE BY: ASIAN PAINTS, DULUX WELDING ELECTRODS: Item manufactured with ISI mark shall only be used

Providing and fixing rolling shutter of approved make made of 80 mm wide M.S laths interlocked together at the ends by end locks mounted on specially designed pipe shall with bracket plates guide channels and arrangement for inside and outside locking with push &pull operation complete but including the cost of hood cover and spring etc complete. Shutter having width below 3.5 M. MAKE BY: TATA STEEL, SAIL, JINDAL STEEL

Providing and fixing window having extruded aluminium colour anodized section frame main outer size 95 mm x 24 mm x 1.17 mm @ wt. of 0.738 kg/mt, horizontal three track member size 92 mm x 31.75 mm x 1.30 mm @ Wt.1.07 kg/mt, vertical member of size 92mm x 31.75 mm x1.50 mm @ Wt. 1.06 kg/mt with sliding shutters of horizontal memeber size 40mm x 18mm x 1.29 mm @ wt. of 0.456 kg/mt, vertical member of size 40mm x 18 mm x 1.29 mm@ wt. of 0.456 kg/mt/ with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminium fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc. Intake Well: Window

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats at required spacing and frame alround, square or round bars with round headed bolts and nuts or by screws. (B) Ornamental grill MAKE BY: TATA STEEL, SAIL, JINDAL STEEL

Removal of Existing Shuttering Plates

Providing and fixing in position fully moulded restrained elastomeric bearings as per drawings (As per relavant I.S. code and having I.S.I. mark)

Wall paint (two coats) with plastic emulsion paint of approved brand and manufacture on undercoated wall surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth etc. Complete or as directed by engineer in charge. MAKE BY: ASIAN PAINTS, DULUX

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete PAINT MAKE BY: ASIAN PAINTS, DULUX

Providing and fixing in position callapsible steel shutters with vertical channels 20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size with top and bottom rails of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys complete with bolts, nuts, locking arrangements, stoppers handles including applying a priming coat of read lead paint. FASTENERS MAKE BY: SUNDARAM FASTENERS, TATA, FIT TIGHT

Providing valleys 900mm overall in plain 1.6mm thick G.I. sheet fixed with G.I. J or L Hooks, Bolts and nuts glavanised iron J or L Hooks Bolts and nuts 8mm dia G.I. Limpet and bitumen washers complete. FASTENERS MAKE BY: SUNDARAM FASTENERS, TATA, FIT TIGHT

Providing and fixing 35 mm thick shutter for Doors, windows and clerestory windows including Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and fastening including primer coat of approved quality and two coats of oil painting etc complete. II) fully panelled PAINT MAKE BY: ASIAN PAINTS, DULUX

Providing and laying controlled concrete M-20 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (C) Slabs, Landing, shelves, Balconies, Lintels, Beams, Girders and Cantilevers up to floor two level EXPOSED R.C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing, laying and spreading of compacted thickness of 150 mm Hard Murrum (40mm to 100 mm size) in single layer and binding material to compact to the required density with 8 - 10 tonne vibratory roller, maintaining the required slope & grade during the operation as approved by the engineer in charge & watering to the proper moisture content and sprinkled with the help of truck mounted water tank fitted with suitable arrangement etc completed as per specification .

Providing coursed rubble stone masonry in Cement Mortar 1:3 or sub structure including curing and necessary scaffolding complete (Without cement pointing) (A) Height from 0.0 M to 5.0 M CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing coursed rubble stone masonry in Cement Mortar 1:3 or sub structure including curing and necessary scaffolding complete (Without cement pointing) (A) Height from 5.0 M to 10.0 M CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing cement pointing in Cement Mortar 1:3 to masonry work including raking out joints, scaffolding and curing etc complete CEMENT MAKE BY: ULTRATECH, AMBUJA

Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead for construction of embankment to a slope of 1 vertical: 2 horizontal

Dismentalling of existing MS rising main and reinstating with new alignment as directed including making provision for Air valves, Water meter etc 193.7 mm dia

Lowering, Laying, Jointing and welding in postion to correct the line & level MS pipe with outer gunniting and inside lining/Epoxy painting on pedestal or Chairs upon prepared formtaion or prepared bedding in trenches the rates include conveyance form store to site of work loading, unloading, Joint palstering, hydrotesting etc. complete.

Providing and fixing at site of work MS iron ladder with Rly. Feright, loading, carting, and all taxes etc. complete has directed including paints Two coats etc.complete MS LADDER MAKE BY: TATA STEEL, SAIL, JINDAL STEEL PAINT MAKE BY: ASIAN PAINTS, DULUX

Labour charges for lowering, laying, erecting, fixing, various size of MS section such as Joints channel, angle plates etc. complete Do with fabrication

Providing and fixng 25 mm x 5.2 mm MS railing with three horizontal rows and posts of angle iron of size 65mm x 65 mm x 8 mm RCC 150 mm and 1.15 m height and placed at 1.85 mt /cc including painting two coats and anchorage in CC etc complete MS RAILING MAKE BY: TATA STEEL, SAIL, JINDAL STEEL PAINT MAKE BY: ASIAN PAINTS, DULUX CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing bedding including ramming, watering, levelling, consolidating etc complete as per standards and instrution of engineer-in-chargewith required quality sand brought from outside including all leads

Providing bedding including ramming, watering, levelling, consolidating etc complete as per standards and instrution of engineer-in-chargewith required quality murrum brought from outside including all leads

Refilling the pipeline trenches including ramming, watering, consolidating desposal of surplus stuff as directed within a radius of 3 km

Providing C.C. M 100 for encasing pipes using trap metal size 12 mm to 50 mm incl. form work, curing, consolidating etc. complete for various location on pipe line. EXPOSED C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA

Labour charges for cleaning of sump / GL cistern including cleaning and removing algae, calcinations, sludge, dirt deposition from bottom and as well as from wall of container, disinfection by bleaching powder with all necessary tools and plants, labours and cost of disinfectant etc complete IPS-I : 2.7 Lakh Litre

IPS-II : 2.7 Lakh Litre

Head work: 7 Lakh Litre

Cleaning of Intake well including removal of silt/sand settled in intake well & inlet pipe by means of dredger pump or by compressed air or by any other suitable means including providing proof of cleaning by submitting underwater photography inside Intake well and in Inlet pipe of intake well. The item shall be paid only after submission of proof of execution of cleaning work to the satisfacion of EIC.

Labour Charges for cleaning of RCC ESR including cleaning and removing algea calcination, sludge, Dirt deposition from bottom and as well as from wall of container, disinfection by bleeching powder with all neccessary scaffolding, tools and plants, labours, and cost of disinfectant etc. complete. ESR Tank capacity 10,000 liter to 50,000 liter.

Labour Charges for cleaning of RCC ESR including cleaning and removing algea calcination, sludge, Dirt deposition from bottom and as well as from wall of container, disinfection by bleeching powder with all neccessary scaffolding, tools and plants, labours, and cost of disinfectant etc. complete. ESR Tank capacity 1,50,000 liter.

Applying any approve quality of cement paint in 3 coats incl. cleaning, washing etc. complete for ESR and UGSR only. Do for existing ESR incl. scaffolding

Providing C.I. Cowl type ventilator with air filter & Jali etc. complete. 100 mm Dia. (As per relavant I.S. code and having I.S.I. mark)

Fixing CI cowl type ventilator in C.C. 1:2:4 with bolts and nuts etc. complete including cost of jointing material 100 mm Dia. CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing C.I. Manhole frame & cover of size 600 mm x 900 mm (As per relavant I.S. code and having I.S.I. mark)

Fixing all types of C.I. frame & cover in C.C 1:2:4 including carting etc. complete excluding cost of R.C.C CEMENT MAKE BY: ULTRATECH, AMBUJA

Boring holes 3.50 m deep in ordinary soil (for cast in situ piles) and getting out the soil and disposal of the surplus excavated soil as directed within a lead of 50 Meter for following diameter of pipes.(i)250 mm

Extra for under reaming inside the bore holes for under reamed piles of 250mm dia

Providing and laying controlled cement concrete M 200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, fottings, Base of columns and mass concrete, (C) Beams , (D) Columns EXPOSED R.C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA Footing (without form work): Concrete work for 250mm auger

Column with Formwork

Ground Beam with Formwork

Coping with Formwork

Providing and Casting Controlled cement concrete M 250 proportions of ingredients as per mix design by weigh batching for pavement wearing coat 75 mm thick including floor finishing with a floating of neat cement complete. TREMIX VD SYSTEM including providing and fixing channels as per required levels and slope, leveling poured concrete between channels with Double Beam screed vibrators removing excess water using VD Pump finishing the surface with power trowel and power floater including cutting the groove of size 5mm x 10mm at required distance and providing and filling the same with bitumen as per practices etc. complete at all levels Excluding steel reinforcement. EXPOSED R.C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA Tremix VD system

Providing & laying controlled cement concrete M250 and curing complete including the cost of formwork but excluding the cost of reinforcement for reinforced concrete work in (A) Foundation, footing, base of columns and Mass concrete. EXPOSED R.C.C. CEMENT MAKE BY: ULTRATECH, AMBUJA

Providing and fixing pre-moulded compressible filler board in black colour confirming to MoRT&H Specifications (Clause 1015), having minimum density 95kg/cum.metre, non-staining with less than 1% water absorption & compression recovery of 93% minimum as per specification for 40 mm wide expansion joint including cutting to required size and shape at all levels etc. complete as directed (As per relavant I.S. code and having I.S.I. mark)

Compound Gate Steel work welded in built up sections framed work including cutting ,hoisting,fixing in position and applying a priming coat of red lead paint (A) In beams and joists, channels angles Tees, flats , with connecting plates or angle cleats as in main and cross beams. HIp and jack rafters, purlins connectes to common ratfters and the like. weight of MS section @ 50Kg/Sqm MAKE BY: TATA STEEL, SAIL, JINDAL STEEL

Providing & laying of specified compacted thickness Granular sub base (GSB) in specified grading in table 400 -1 of the specification MORT&H and compactor to the required density with 8 - 10 tonne vibratory roller with plain drum or heavy pneumatic tyred roller of minimum 200 to 300 KN weight in all seasons as per MORT&H, maintaining the required slope & grade during the operation as approved by the engineer in charge & watering to the proper moisture content and sprinkled with the help of truck mounted water tank fitted with suitable arrangement. (fully saturated having CBR value greater or equal to 30)

Cost of 5.20 MLD treatment plant Designing (hydraulic process, structural and aesthetic),constructing and commissioning Conventional Water Treatment Plant consisting of all Civil, Mechanical and Electrical components of various sub-works as given below including necessary hydraulic testing, structural testing, equipment testing, trial run for 3 months, etc. complete as directed by Engineer-incharge (tum-key job). The design shall confirm to IS/CPHEEO manual Aeration Fountain/Cascade Aerator Venturi flume/Partial flume With necessary flow measuring devices/meter consisting of mechanical/digital indicator Flash Mixer Rapid mixing device design confirming to IS:7090 of 1985. Detention time 60 second, velocity gradient 300-400 sec-1 with fans gear and motor assembly as per design. Flocculalor Design confirming to IS:7208-1974 (Type-C), detention period 30 minutes with flocculator paddles with gear and motor assembly as per design Clarifier Circular tank with horizontal flow pattern, detention period 2.5 hours, overflow rate 300 cubic meter per square meter per day (to be specified), Weir loading not more than 300 cubic meter per day with mechanical sludge scraper confirming to lS :10313 - 1982 and bridge as per design with gear and motor assemblies Rapid Sand Filters and Filter House- Filter designed for filtration rate of 6ooo liters per square meter per hour, minimum 2 beds for plants up to 10 MLD, for larger plants as specified, pipe gallery and platform minimum 5.5 meter in width. Filter Media Effective size of filter sand 0.45 to.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3, depth of filter sand 0.75 M, free board 50 cm, gravel 0.45 M in depth, sand and gravel confirming to lS: 849 (i) - 77, backwash by air wash(if specified) and hard wash by water, standard appurtenances are to be provided (to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc. Wash Water Tank Wash water tank of capacity equal to 2% of designed quantity of filtered water in a day (+) 10% with 8 to 10 M head (as specified) Wash water tank shall be constructed on RCC column/slabs only Wash Water Pumps Capacity to fill water tank in 1 hour with 100% standby Air Blowers Capable of delivering 600 LPM per square meter of free air, of filter area with pressure @ 0.4 kg/square cm at the underdrains (100% standby) Valves/Gates lnlet, outlet ,wash water inlet -outlet and all types and sizes of valves/gates as per design. (MOC of gates shall be CI) Gauges/Meters All types gauges and meters required for filter operations and backwashing etc as per design. Chemical House in two stories (Floor wise area as specified) RCC framed structure with brick masonary infill walls, ground floor and first floor area as per data/specifications shall be provided. Minimum clear head room for doors, passages, galleries etc. shall be 2.10 m. lt shall be 2.40 m in case of Alum dosing tank. Ground floor to accommodate 9o days alum requirements and Sundry storage First floor to accommodate alum and lime tanks etc. Solution tanks Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device, strength of solution up to 10% only) confirming to lS : 9222 part _1/1979 Chemical house, laboratory & administrative building with areas as per details Areas of the Chemical House Ground floor Alum store - As per calculations - 90 days storage Toilet Block - 9 Sqm Control Panel areas - 9 Sqm Stair case - 15 Sqm Chlorinator Room - 15 Sqm Chlorine Tonner Store (5.00 M height) - 30 Sqm Total area of Ground Floor - 78 Sqm First floor Alum tanks - As per calculations + conveyance space Store - 9 Sqm Laboratory - 15 Sqm Office - 10 Sqm Stair case - 15 Sqm Total area of first floor - 49 Sqm Total area of Ground Floor and First Floor - 127 Sqm Store House (area as specified) Suitable for alum storage of three months requirements in monsoon with 10% extra capacity for other sundry articles Vacuum feed type Chlorinators - (Make: to be specified and approved by client) Conforming to IS:10533-A Part-2/1983 Rate of withdawl shall be as per clause 6.1 Table-1 conforming to IS: 10533 Part-1/1983 Chlorinator equipment and container room to conform to IS:10533 Part-1/1983 100% standby shall be provided Bypass arrangements for inlet to CCT, Clarifloculator to Filter bed through channel and filter feed channel to CCT, CI or MS pipes (as specified) of size as per design Drainage arrangements - RCC pipes up to plot boundary (as specified) diameter as per design(Backwash drain with RCC pipe to plant boundary or to recirculation sump), (Clarifloculator sludge removing drain with RCC pipe) Electric installation Both intenal and external including entire plant area (as specified). Laboratory Equipments As per requirement (To be specified during tendering)- List to be provided Sanitary Blaocks Sanitary Block area - 15 Square meter minimum up to 25 MLD and 25 Square meter above 25 MLD(or as specified) Administrative Block and internal roads To accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and asphalt road to connect all units from main gate of plot. Dewatering during entire work using any technique. Necessary instrumentation and control as per specifications (for ≥ 10 MLD WTP). The plant shall be provided with required instrumentation equipment for measurement & control functions, indicated below as a minimum but not limited to the following Rate of flow (ROF) measurement at WTP inlet Parshall flume and at each filter bed outlet. Flow meter shall be Ultrasonic type with remote display to indicate level and corresponding /proportionate flow values on field. Torque switch at clarifloculator for alarm of overload and trip function of clarifloculator mechanism. Loss of Head (LOH) measurement across each filter. LOH meter shall be Ultrasonic type with remote display to indicate level values and head difference on field. Level measurement at sump/Tank/ESR. Level indicator shall be ultrasonic type to indicate level values on field with low and high set point to start/stop respective pumps. Ultrasonic digital type level gauge at chemical dosing tank to indicate level values on field. Pressure gauge at each pump/blower delivery line and at common header. Constant head flow measurement at Alum dosing tank with float operated flow meter All alarm indications shall be provided in instrument chamber of MCC pH indicator cum transmitter (Online analyzer) to measure , display & transmit pH values of raw water (Location: WTP inlet Parshall flume) and clear water (Location: CCT outlet) Turbidity indicator cum transmitter (Online analyzer) to measure, display & transmit turbidity values of raw water (Location: WTP inlet Parshall Flume), Settled water (Location: Clarifloculator outlet) and clear water (Location:CCT outlet) Chlorine indicator cum transmitter (Online analyzer) to measure, dislay & transmit residual chlorine values of clear water (Location: CCT outlet) and chlorine leak detector at chlorination Room. Sampling pump for sampling to laboratory at raw water channel, At inlet to filter & outlet to filter PLC based control panel with SCADA system shall be provided in central control room of treatment plant for monitoring, control, recording and logging etc. Necessary alarms, status signals along with measurement of process parameters etc shall be displayed in SCADA system. Additional instruments and control equipments if any for safe, relaible & efficient operation of treatment process RCC road with main gate of WTP & precast tiled road to connect all units in the main gate of WTP of width is not less than 2.1 M Following conditions shall form a part and parcel of the tender Filter house tiles should be glazed vitrified mat finish and tile on wall up to window sill. Around valve area granite flooring to be provided. All channel should be with inside china mosaic/epoxy coated All railing should be SS railing (SS 304) as per latest IS standard External paint should be weather proof coating with primer and 3 coat paint Opening of window and door should be framed with granite. All platform for kitchen/ laboratory shall be of granite and fixed in sandwiched with bottom of Kota/ White marble. All window shall be of anodized aluminum section (1.2 mm gauge section) with wired glasses also provided with grill/ Jaali/ Aluminum welded mesh to prevent birds entry. Doors shall be of anadozed aluminium section (1.2 mmgauge of section) partial glazed and partial panel with 4 mm backelite sheet. Main entry door should be 2.0 meter wide with 3.0 M entry porch. Roof top of all units of the WTP is approachable through staircase. All staircase of entire WTP should be RCC only. (NO MS ladder or No MS staircase) Bathroom should have shower facility Chlorination neutralized pits (Lime pit) shall be made and mock drill practice for leakage neutralization to be carried out while commissioning Firesafety equipments with safety kit All chlorination room safety mask and hand gloves, gum boots etc should be available All vehicle access road shall be of RCC and balance of paver block type Proper arrangement shall be made for storage of PAC solution and alum with arrangement of vertical lifting of platform through guide rails operated by motors (Both arrangements are to be made) Proper sludge disposal arrangements shall be made with sludge drying beds All building terrace shall be finished with high quality water proffing like china mosaic flooring with proper slope and drainage for rain water Minimum plinth height of filter house shall be 0.6 M above finished ground level. Also outlet channel RL shall be at plinth level. Clear walkway excluding column and valve operating valves shall be 1 M Air blower shall be placed on ground floor Pipe gallary shall be embeded in flooring Inlet pipe from flash mixer to clarifloculator shall be epoxy coated Flooring of loading area like tonner/ alum store etc shall be of polished kota stone flooring and open/ other space shall be of paver block pitching Notes: Condltions from Sr. No. 2 to 2.16 and 3 to 3.20 shall form a part and parcle of the tender and must be incorporated in draft tender papers of conventional treatrnent plants. Aerator must be provided Hydraulic design criteria approved by technical committee shall be refered and item description shall be modified accordingly Structural design criteria approved by technical committee shall be applicable for design All other details shall be as per design criteria and detailed specification The following rates are for sites falling in seismic zone-III. For seismic zone-IV and Zone-V, rates shall be increased by 5% and 8% respectively and to be designed for seismic zone-III The rates includes excavation, refilling and throwing away extra stuff at all lead The following rates are for preliminary

Providing, supplying and installing Vaccum control direct wall mounted gas chlorinator including necessary fittings, installation and commissioning of plant including clamp, copper pipe, ferule filter and control valve with injector CHLORINATOR MAKE BY: JASCO, METITO CHLORIN BOOSTER PUMP: ABS, KSB, KIRLOSKAR VACCUME GAUGE: WAREE NRV/ DIAPHRAM VALVE: DPP, PARCH INTERCONNECTING PIPE: ASTRAL, PRINCE 1 Kg Capacity

Providing, supplying, fixing, erecting, & commissioning of panel mounted chlorination plant with complte equipments Govt. approved make CONTROL PANEL MAKE BY: SIEMENS, GELCO, LUBI INDUSTRIES 0.5 Kg Capacity

Preparing structural design of RCC Under Ground / Partially under ground / above high ground level Reservoir of required capacity as per relevant I.S. Standards and constructing the same, including excavation in all types of soil strata (including rock) including shoring strutting if required, for loose soil / to protect from collapse, casting 100 mm thick P.C.C. leveling course in M-15, Refilling the pit with proper soil and disposing of the surplus stuff at all lead including cement plaster in CM 1:2 with approved water proofing compound to all over inside container (i.e walls, base, top slab/dome bottom etc. all). Including all types of labour and material charges of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet, overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories, CI Manhole frame and cover, water level indicator, adequate cowl type ventilators or lantern type ventilator with stainless steel jail. RCC chambers for valves. Providing and applying three coats of cement paint / snowcem to the out side face of structure. It also includes satisfactory water tightness test as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge. List of Indian Standards for Design of GSR / SUMP:- The structural design of GSR shall be in accordance with provisions relevant I.S Standards. (1) I.S. 3370 part I & II 2009 or latest revision (1.1) I.S 3370 Part III & IV 1985 or its latest revision (2) IS 456-2000 or its latest revision (3) IS 1893-2002 part I to V or its latest revision (4) IS 875 part I to III,1987 or its latest revision General Specifications:- (1) Water depth in container shall be adopted as per data of tender. Capacity shall be calculated excluding free board of the reservoir. If water depth is not specified the suitable water depth / acceptable to field engineer in accordance with hydraulic requirement shall be adopted for capacity. (2) Shape of container (in plan) specified by in data shall be adopted in absence circular shape shall be adopted. (3) Size shall be fixed as per availability of space (land area) at site / acceptable engineer in charge.(4) Effect of overlapping of pressure bulbs on soil due near by structure and proposed sump should be considered. (5) Care shall be taken that no damage should occur to nearby existing structure. Compensation shall be paid for the same by agency. (6) The minimum concrete grade for RCC shall be M-30 (7) HYSD 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be considered in design. CRS / TMT bars shall be provided. In saline atmosphere corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel can be used with approval of C.E./ in situation of non availability in market without extra cost. (8) Minimum size (or thickness) of various components shall be provided as per tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified for various components in tender data / specifications shall be provided without fail. (9) The safe bearing capacity (SBC) shall be referred from SBC test report to be conducted by agency at his own cost. (10) DI pipes and special as per given size in data sheet shall only be supplied and used (11) The rate shall include cost of dewatering during excavation making all arrangement when water table meets within depth. (12) The structure shall be designed properly to resist uplift due to actual ground water table meets with during excavation add in SBC report. If GWT / Uplift is mentioned in tender and during excavation it does not meet 7.5% rate shall be reduced. 13) SS pipes railing shall be provided when sump is more than or equal to 1.5 meter above ground level. 14a) RCC staircase / RCC steps should be provided from GL to sump top slab based on the height of GSR above or below the ground . (14b) RCC staircase with SS railing to be provided inside reservoir container BB masonary stair cabin with MS safety door having locking arrangements to be provided for GSR, sump, and HGLR of capacity more than 7.5 lac lit. with top slab. If dome is considered as top slab then provide minimum opening of 900 mm X 2000 mm with curbing and SS railing around. (15) Appearance of structure should be aesthetically good looking acceptable to authority. (16) Any change in size, shape, depth below GL, height above GL, water depth, F.B., size of member etc can be permitted in exceptional case due to site condition or hydraulic design requirement by C.E. No extra shall be paid for change. (17) Any change in data, dimensions, shape, water depth, reduction in size if permitted by competent authority and if it reduces quantity then payment shall be reduced prorate. (18) When capacity of GSR / Sump is > 20 lakh liters two or suitable compartments acceptable to executive engineer shall be designed and provided. (19) Agency shall engage qualified (at least graduate) consulting engineer for designing the structure and he / she shall visit the site for guidance of work. Design shall be vetted by reputed Engg. College as suggested by department at his own cost. (20) 75% part rate shall be payable for concrete, reinforcement and plastering items of container until satisfactory hydraulic testing for water tightness is performed as per tender condition. Till the work shall be treated as incomplete. (21) If water table is not met with or bottom slab is designed without uplift pressure, deduction shall be made in the rate as per GWSSB SOR 2022-23. Above conditions / general specifications Sr. No. 1 to 21 are part and parcel of tender (contact) and prevail over other provisions in tender. 10,000 Lits capacity (BPT)

30,000 Lits capacity (BPT)

40,000 Lits capacity (BPT)

50,000 Lits capacity (BPT)

40,000 Lits capacity (HGLR)

1,30,000 Lits capacity (HGLR)

20,000 Lits capacity (UGSR)

40,000 Lits capacity (UGSR)

50,000 Lits capacity (UGSR)

70,000 Lits capacity (UGSR)

80,000 Lits capacity (UGSR)

90,000 Lits capacity (UGSR)

1,40,000 Lits capacity (UGSR)

1,70,000 Lits capacity (UGSR)

1,80,000 Lits capacity (UGSR)

1,90,000 Lits capacity (UGSR)

2,00,000 Lits capacity (UGSR)

2,10,000 Lits capacity (UGSR)

12,00,000 Lits capacity (UGSR)

Designing structurally (and aesthetically) complying provisions of relevant Indian standards and constructing RCC Elevated service Reservoir of the following capacity and height , using latest Soil investigation Report of Proposed site , Seismic zone, Wind speed Zone.Including (1) Container shape any suitable type(or as specified), (2) Staging consisting of column brace trestle / shaft / combination column- brace trestle and shaft as appropriate(or as specified) and (3) Appropriate foundation system. This includes excavation in all types of soil strata(including hard rock ), casting100 mm thick P.C.C. levelling course in M-10 , Refilling the pit with proper soil and disposing of the surplus stuff at all required lead. (4) This will also include cement plaster in CM 1:2 with approved water proofing compound all over inside container. (i.e walls, base, top/dome bottom etc. all) (5) All types of labour & material charges of lowering , laying, erecting / hoisting & joining of pipe assembly of Inlet, Outlet overflow,washout and bye pass arrangement as per hydraulic design are including. (6) Providing and fixing of any accessories(specified), CI Manhole frame and covers, water level indicator, lightening conductor GI Pipe railing around walk way, at roof level, at gallery and around landing of inside shaft, Adequate cowl type ventilators or lantern type ventilator with stainless steel jali. (7) Scope of work includes constructing RCC spiral staircase with adequate tie beams ,staircase footing , RCC chambers for valves. ventilating shaft and ventilators as well as door in shaft, SS grating to be provide to outlet pipe (Inside Container) for safety. (8) including providing and applying three coats of cement paint/snowcem (as specified) to the whole structure. (9) It also includes satisfactory water tightness test as per relevant I.S. Code and painting name of scheme & capacity on the tank as per direction of engineer in charge. List of Indian Standards for design of ESR: Note:The structural design of ESR shall be in accordance with provisions of relevant Indian Standards (1) I.S. 3370 part I & II 2009 or latest revision (1.1) I.S 3370 Part III & IV 1985 or its latest revision (2) IS 456-2000 or its latest revision (3) IS 11682- 1985 or its latest revision (4) IS 1893-2002 part I to V or its latest revision (5) IS 13920-1993, or its latest revision (6) IS 875 part I to III,1987 or its latest revision (7) IS 11089- 1987 or latest revision General specifications: (1) The Min. concrete grade for RCC shall be M :30. Proportion of concrete ingredients shall be as per Mix design using weigh batching. (2) HYSD (Fe 415)or higher grade reinforcing bars confirming to IS 1786/1139 or CRS /TMT bars shall be used as per detailed specification. (3) Incase of column –brace trestle type staging having more than 6 columns internal horizontal bracing is obligatory. One bracing shall be at foundation level incase of Individual footings. (4) Min. size/ thickness of various components shall be provided as per design criteria/specifications/IS Code(or as per std. practice).Capacity of the ESR shall be considered excluding free board. (5) Minimum dimensions specified for various components in tender data/ specifications shall be provided. (6) The Safe bearing capacity (SBC) /allowable pressure on soil shall be referred from latest SBC test report or to be conducted by agency at his own cost. During execution if poor soil strata or ground water table encountered ,the SBC shall have to be re ascertained and the design should be revised accordingly. (7) Maximum spacing between horizontal bracings shall be 5 m (storey height). (8) The BB Masonry cabin with MS door shall be constructed when spiral staircase is outside the staging. (9) RCC Staircase shall be provided and fixed for access to roof when height of roof from G.L. is up to 10 m. For ESR having more than 10 m height proper RCC suitable RCC staircase shall be constructed. M.S Railing should be provided throughout the staircase and around the top ring beam. (10) For ESR-having staging height more than 15 m the spiral staircase shall be provided inside the staging with effective tie beams in more than one direction. (11) Water level indictor shall be provided and fixed float type /electronic (As specified) (12) The rate shall include providing and fixing pipes, specials, and valves required for inlet, outlet , wash out, over flow and bye pass arrangement. The scope of work includes constructing supporting RC pillars, erecting, laying ,fixing and joining pipes and specials etc up to 5m length from face of staging (outer most column). (13) DI pipes & specials shall only be used including brick masonary chamber. Size of pipe shall be as per porposed rising main, distribution system. (14) The rate shall include cost of dewatering during execution making all arrangement and any dewatering technique. (15) The structure shall be designed properly for uplift due to Ground water table specified in data or GWT encountered during execution. No extra shall be paid for the same. (16) Effective curing shall be carried out up to required period as per specifications. (17) Agency shall engage qualified (at least graduate)consulting engineer for designing the structure and he/she shall visit the site for guidance of work at all levels (i.e below foundation, up to G.L, above G.L for all lifts up to container). Design shall be vetted by reputed engg. college as suggested by department at his own cost. (18) 75 % part rate shall be payable for Concrete, Reinforcement and Plastering items of container until satisfactory hydraulic testing for water tightness is performed or as per tender condition, till then the work shall be treated as incomplete The ESR shall be desined as Zone-3 for earthquake Above conditions / general specifications Sr. No. 1 to 18 are part and parcel of tender (contract) 10,000 lits capacity, 5 mt staging height

20,000 lits capacity, 5 mt staging height

25,000 lits capacity, 5 mt staging height

30,000 lits capacity, 5 mt staging height

35,000 lits capacity, 5 mt staging height

40,000 lits capacity, 5 mt staging height

50,000 lits capacity, 5 mt staging height

55,000 lits capacity, 5 mt staging height

60,000 lits capacity, 5 mt staging height

70,000 lits capacity, 5 mt staging height

80,000 lits capacity, 5 mt staging height

90,000 lits capacity, 5 mt staging height

1,00,000 lits capacity, 5 mt staging height

50,000 lits capacity, 15 mt staging height

Designing (Aesthetically) and constructing R.C.C frame structure of pump room with positive suction/negative sucion With Gantry structure - 6.0 M

Without Gantry structure - 3.60 M

Electro mechanical components of Pumping Station having installed capacity up to ≤ 75 kW with working load not exceding 75 KW. Supply, installation, testing & commissioning of electro-mechanical equipment of water supply pumping system viz. pumping machinery (of following type & rating), valves (SV/BFV/DPCV), Suction-delivery-discharge header pipes & specials, expansion bellows, flow meter (full bore electromagnetic - For size ≤ 1400 mm) / ultrasonic - For size ≥ 1500 mm), material handling system (motorised chain pulley block with geared travelling trolley), vaccum pumps with accessories or horizontal mono submersible (drain) pump with accessories including LV MCC - APFC panels, LV XLPE insulated Cu / Al armoured / PVC insulated round Copper submersible cables with tray & kits, earthing system, fire extinguisher, exhaust fan, safety accessories etc. as per specifications. VERTICAL TURBINE PUMP: JYOTI, KIRLOSKAR HORIZONTAL SPLITCASE PUMP: JYOTI, KIRLOSKAR SUBMERSIBLE PUMP: KISHORE, AQUA, KIRLOSKAR Vertical Turbine Pump INTAKE WELL-51 LPS 135m Head 75KW X 3 = 225 KW (2 W + 1 S )

Horizontal Splitcase Centrifugal Pump IPS 1-26 LPS 129m Head 55KW X 3 = 165 KW (2 W + 1 S )

WTP-14 LPS 108m Head 30KW X 3 = 90 KW (2 W + 1 S )

11 LPS 74m Head 15 KW X 2 = 30 KW (1W + 1S)

5 LPS 71m Head 5.5 KW X 2 = 11 KW (1W + 1S)

11 LPS 99m Head 18.5 KW X 2 = 37 KW (1W + 1S)

5 LPS 95m Head 7.5 KW X 2 = 15 KW (1W + 1S)

7 LPS 115m Head 11 KW X 2 = 22 KW (1W + 1S)

17 LPS 84m Head 22 KW X 2 = 44 KW (1W + 1S)

9 LPS 72m Head 11 KW X 2 = 22 KW (1W + 1S)

7 LPS 77m Head 11 KW X 2 = 22 KW (1W + 1S)

7 LPS 89m Head 11 KW X 2 = 22 KW (1W + 1S)

7 LPS 90m Head 11 KW X 2 = 22 KW (1W + 1S)

Volute Type Submerged Centrifugal Pump IPS 2-26 LPS 129m Head 18.5KW X 2 = 37 KW (1 W + 1 S )

WTP-8 LPS 25m Head 3.7KW X 2 = 7.5 KW (1 W + 1 S )

Proposed UGSR - 12 LPS 15m Head 3.7KW X 2 = 7.5 KW (1 W + 1 S )

3.14 LPS 63m Head 3.7 KW X 2 = 7.5 KW (1W + 1S)

6 LPS 69m Head 7.5 KW X 2 = 15 KW (1W + 1S)

5 LPS 64m Head 5.5 KW X 2 = 11 KW (1W + 1S)

7 LPS 44m Head 5.5 KW X 2 = 11 KW (1W + 1S)

6 LPS 17m Head 2.2 KW X 2 = 4.4 KW (1W + 1S)

7 LPS 51m Head 7.5 KW X 2 = 15 KW (1W + 1S)

6 LPS 59m Head 7.5 KW X 2 = 15 KW (1W + 1S)

3 LPS 45m Head 2.2 KW X 2 = 4.4 KW (1W + 1S)

Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Copper conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps / in existing cable trench / cable trays / conduit / pipe sleeves at road crossing or floor as per site requirement) conforming to IS: 7098 (Part-1) & IEC: 60502 (Part-1) of following sizes: L.T. PWER CABLE MAKE BY: HAVELLS, KEI, FINOLEX (a)3 Core x 2.5 Sqmm

(b)3 Core x 4 Sqmm

(c)3 Core x 6 Sqmm

(d)3 Core x 10 Sqmm

(e)3 Core x 16 Sqmm

(f)3 Core x 25 Sqmm

(h)3 Core x 50 Sqmm

Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps / in existing cable trench / cable trays / conduit / pipe sleeves at road crossing or floor as per site requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of following sizes: L.T. POWER CABLE MAKE BY: HAVELLS, KEI, FINOLEX (a)3.5 Core x 25 Sqmm

(d)3.5 Core x 70 Sqmm

(i)3.5 Core x 240 Sqmm

(c)4 Core x 6 Sqmm

(d)4 Core x 10 Sqmm

(e)4 Core x 16 Sqmm

Supply, installation, testing & commissioning single girder type HOT crane with geared travelling trolly with seven meter lift complete with manually operated chain pulley block, long travel rail track (40 mm sq. bar), moving or cross girder, brake, safety device etc. & tested to 50% overload. 2 Tonne Capacity (As per relavant I.S. code and having I.S.I. mark) Single Girder HOT crane, 2T capacity, 6-9 M span, Lift 6-10 M, long travel 12m.

Cable Terminals (Lugs) Providing & fitting crimping type Cable Terminals (Lugs) conforming to IS of following types and sizes Aluminium Tubular Terminals(Long Barrel) (in Sq.mm.) CABEL TERMINAL MAKE BY: DOVELS, HEX, JENSON (c)6 sqmm

(d)10 sqmm

(e)16 sqmm

(f)25 sqmm

(i)70 sqmm

(O)240 sqmm

Copper Tubular Terminals (Long Barrel) (in Sq. mm.) (a)2.5 Sqmm

(b) 4 Sqmm

(c) 6 Sqmm

(d) 10 Sqmm

(e) 16 Sqmm

(f) 25 Sqmm

(h) 50 Sqmm

Providing & fitting heavy duty brass cable glands (nickel-plated) with washers & rubber ring conforming to IS, suitable for 3, 3½ & 4 core cables of following type & sizes: Double Compression Brass Cable Glands CABEL GLAND MAKE BY: DOVELS, HEX, JENSON (a) 3 sqmm

(b) 4 sqmm

(c) 6 sqmm

(d) 10 sqmm

(e) 16 sqmm

(f) 25 sqmm

(h) 50 sqmm

(i) 70 sqmm

(n) 240 Sqmm

Supply & laying GI perforated type cable trays with returned edge / flange, fabricated from 2.0 mm thk sheet steel in the standard length of 2.5 mtrs, duly hot dipped galvanized after fabrication as per IS 2629-1989 / IS 4759-1984 including accessories such as coupler plates/ fish plates, bends, tees, reducers, elbows, covers and electro-galvanized hardware etc, erected on existing support as per specification and instruction of Engineer-in-charge. CABEL TRAY MAKE BY: INDIANA, SARDA, SUPERFAB (c) 300(W) X 35(H) X 2 mm thick

Design, Supply, Installation, Testing, Commissioning of Diaphragm sealed Pressure Gauge, ±1% accuracy, Direct bottom 1/2" NPT (M) process connection, IP 67, Glycerine filled, SS304 Case with Bayonet Type Bezel, SS316 L Diaphragm, SS316 Bottom Housing Material, SS 316 Movement material, Aluminium dial with black graduation on white background, Micro Zero adjustable pointer, neoprene gasket, Blow out disc, shatter proof glass, SS tag plate etc as per IS 3624. PRESSURE GAUGE MAKE BY: BELLS, PRECISION b) 150mm dia dial size, 0 to 21 kg/cm2

Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earth wire of 1.5 sq. mm (green) both are of ISI marked 1.1 kv grade FRLS PVC insulated multi strand copper wires upto max length of 10 mt, in below type of pipe erected with 6A Tissino Type ISI marked flush type switch / bell push and accessories erected on Metal / PVC/Wooden Box covered with 3 mm thick PC(Polycarbonate) /Acrylic/Laminated sheet. with necessary Lamp holder/ceiling rose / H.D.Connector as directed. ACCESSORIES AND WIRING MAKE BY: ANCHOR, JAINEX, PRECISION, LEGRAND (a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete

Point wiring for independent PLUG with following size mains earth wire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires upto 10 mt length, in following below of pipe erected complete with ISI marked 3 / 5 Pin socket and tissino type switch erected with earth continuity connection erected on Metal / PVC/Wooden box covered with 3 mm thick PC(Polycarbonate) / Acrylic/Laminated sheet. [B] 6/16A Plug and 16 amp switch with 2-2.5 sq. mm Cu. Mains from mcb d b boards. ACCESSORIES AND WIRING MAKE BY: ANCHOR, JAINEX, PRECISION, LEGRAND (a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete

Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark MCB MAKE BY: L&T , SIEMENS, SCHNEIDER

(Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv grade ISI marked copper wires of following size to be erected as directed. COPPER WIRE MAKE BY: HAVELLS, KEI, FINOLEX k) 4.00Sq.mm 4 core round PVC sheathed

Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase and neutral 415V,50Hz. having characteristic of quick action & tripping with all advance feature & do not incorporate any electronic component for following Max. rating erected as directed. (i) 25Amps. DP CAT III

Providing & erecting 240 V MCB double pole switch for motor & inductive load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity MCB MAKE BY: L&T , SIEMENS, SCHNEIDER (a) 6 to 32 Amp. CAT III

Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase and neutral 415V,50Hz. having characteristic of quick action & tripping with all advance feature & do not incorporate any electronic component for following Max. rating erected as directed. RCCB MAKE BY: L&T , SIEMENS, SCHNEIDER (ii) 40Amps. FP CAT III

Providing & erecting 240 V MCB double pole switch for motor & inductive load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity MCB MAKE BY: L&T, SIEMENS, SCHNEIDER (B) 40 Amp. CAT III

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for (As per relavant I.S. code and having I.S.I. mark) (b) sheet steel double door (IP-43) (iv) 12 Way

(R) Continuous rating of 140KVA ,BHP not less than166 BHP

(R) Continuous rating of 180KVA ,BHP not less than 235 BHP

(R) Continuous rating of 250 KVA ,BHP not less than 309 BHP

Supply of Approved make Iron Clad or metal clad four pole change over switch 415V. confirming to IS of following capacity (As per relavant I.S. code and having I.S.I. mark) (B) 100 A/125 A CAT III

(B) 200 A/250A CAT III

(B) 400 A CAT III

Erection & connection charges for 63A/ 100A / 125 A change over switch following. (b)Erection on New angle iron frame duly painted with red oxide . (As per relavant I.S. code and having I.S.I. mark)

Erection & connection charges for 200A/ 250A / 300 A /325 A/400 A HRC TPN as following (b)Erection on New angle iron frame duly painted with red oxide . (As per relavant I.S. code and having I.S.I. mark)

Providing & erecting weather proof, dust & vermin proof, floor mounted front operated indoor type cubical panel board necessary IP-42 and above protection as per approval from engineer incharge made from 14 SWG thick CRC M.S. sheet for outer body & doors, 16 SWG thick CRC M.S.sheet for internal partitions with necessary accesories , supporting angles/ flats channel including cutting, bending, drilling, welding, riveting with internal partitions & cable alley as per requirements & instruction of engineer-in-charge with erection of supplied switch gears, BUSBARS, suitable size of inter connecting PVC copper wire / copper-aluminium strips, rubber grommets, rib, bakelite control fuses/MCB for measuring instruments, earth bus & earth bolts, foundation flange - bolts-base Plates, sufficient nos. of hinged doors, handles with locking arrangement and rubber gasket,heavy duty end terminal connection,danger notice board,necessary ventilation,earthing strip complete. The Panel shall be painted with epoxy powder coating. (The rates excludes the cost of switchgears, bus bars, inter connecting mains & Copper Aluminium strips, meters, Fuses etc. The dimension shall be measured excluding base beams) The panel shall be supplied with following approved manufacturers with following size. PANEL BOARD: CPRI & FIA APPROVED (To be got approved prior to supply) (A) locally fabricated panel board (i) with 350 mm depth

Providing and erecting Approved make Four pole moulded case circuit breaker having breaking capacity ICU of 35 KA. and above at 415 V . having normal current rating 125A. with fixed thermal & magnetic release suitable to work on A.C.supply 50 c/s. with all internal connections, spreader tinned copper & complete erected in existing 16 G.M.S. housing. MCCB MAKE BY: L&T, SIEMENS, SCHNIDER ICS=100% of ICU only Cat III

Providing and erecting Approved make Four pole moulded case circuit breaker having breaking capacity ICU of 35 KA. and above at 415 V . having normal current rating 250A. with variable thermal & magnetic release suitable to work on A.C.supply 50 c/s. with all internal connections, spreader tinned copper & complete erected in existing 16 G.M.S. housing. MCCB MAKE BY: L&T, SIEMENS, SCHNIDER ICS=100% of ICU only Cat III

Providing and erecting Approved make Four pole moulded case circuit breaker having breaking capacity ICU of 50 KA and above at 415 V having Normal current rating 400A. with variable Thermal & magnetic release suitable to work on A.C.supply 50 c/s. With all internal connections, spreader tinned copper & complete erected in existing 16 G.M.S. housing. MCCB MAKE BY: L&T, SIEMENS, SCHNIDER ICS=100% of ICU only Cat III

Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps / in existing cable trench / cable trays / conduit / pipe sleeves at road crossing or floor as per site requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of following sizes: L.T. POWER CABLE MAKE BY: HAVELLS, KEI, FINOLEX (g) 3.5 Core x 25 Sqmm

(g) 3.5 Core x 150 Sqmm

Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable DWC PIPE MAKE BY: NOBLE, PRINCE, JAIN IRRIGATION (A)50 mm inner dia

Providing & fitting heavy duty brass cable glands (nickel-plated) with washers & rubber ring conforming to IS, suitable for 3, 3½ & 4 core cables of following type & sizes: Double Compression Brass Cable Glands CABEL GLAND MAKE BY: DOVELS, HEX, JENSON (f) 25 sqmm

(i) 150 sqmm

Cable Terminals (Lugs) Providing & fitting crimping type Cable Terminals (Lugs) conforming to IS of following types and sizes Aluminium Tubular Terminals(Long Barrel) (in Sq.mm.) CABEL GLAND MAKE BY: DOVELS, HEX, JENSON (f) 25 sqmm

(i) 150 sqmm

Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications with chamber and heavy duty cover.(approved make OEM has to submit test certificate) & having back filling compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing compound should be capable to retain moisture for long time Necessary test report must be submitted. (As per relavant I.S. code and having I.S.I. mark) (b)For Electrical installation up to 11 KV in normal soil. Length of Pipe : 2.00 mtrs Back filling Compound :1 no. Bag of 25 Kg.

Supplying and erecting approved make Octagonal pole made from HR sheet steel. The pole should be made as per IS. and shall be coated with hot dip galvanizing as per IS 2629/2633/4759, suitable suspend local wind speed with integral Junction box consist of terminal plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal and arrangement for cable termination to be erected With Suitable foundation (Included) as per details given by manufacturer considering site requirement. (As per relavant I.S. code and having I.S.I. mark) (C) 5 Mtr. Long 70 mm Top X 130 mm bottom dia, 3 mm thickness with 200mmX200mmX12mm base plate, 4-M16 Bolts and 600mm long J-Bolt.Approx Pole weight 46 kg

Providing and erecting street light pole bracket comprising main B Class GI pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I sleeve tubing of approx. 45cms.length and suitable for 76.5 mm / 80mm. / require size pole top having sufficient fasteners for fixing the brackets and having spread of 1 mtr. length with suitable rise as per site condition & suitable welded stiffener reducer and nipple with check nut complete painted with one coat of Red oxide / PU base primer and two coats of Aluminium / PU paint. paint with following nos of arms. ( having I.S.I. mark) [A] Single Arm bracket 1 Mtr

Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps / in existing cable trench / cable trays / conduit / pipe sleeves at road crossing or floor as per site requirement) conforming to IS: 7098 (Part-1) & IEC: 60502 (Part-1) of following sizes: L.T. POWER CABLE MAKE BY: HAVELLS, KEI, FINOLEX (c) 4 Core x 6 Sqmm

(d) 4 Core x 10 Sqmm

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for (b) sheet steel double door (IP-43) (As per relavant I.S. code and having I.S.I. mark) (H) Single phase 12 way SS Double door

Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark Cat.III MCB MAKE BY: L&T, SIEMENS, SCHNEIDER

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity (a) 6 to 32 Amp. Cat.III MCB MAKE BY: L&T, SIEMENS, SCHNEIDER

Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase and neutral 415V,50Hz. having characteristic of quick action & tripping with all advance feature & do not incorporate any electronic component for following Max. rating erected as directed. (ii) 40Amps. FP Cat.III RCCB MAKE BY: L&T, SIEMENS, SCHNEIDER

Supplying & erecting approved make IP 55 grade Company fabricated Timer Panel of following capacity for switch On-Off street lights on time scheduling basis made from 16G CRCA sheet duly epoxy power painted inside and outside with hinged doors and locking arrangement consisting of suitable size of 4 Pole MCB and 4 pole contactor (cat-III)with analog time switch, auto manual switch of same make and suitable input and output Bakelite terminals and with door earthing approved by Engineer in charge. PANEL BOARD: CPRI & FIA APPROVED (To be got approved prior to supply) (A) 32 Amp

B. OPERATION & MAINTENANCE Operation & Maintenance of water supply scheme including operation, maintenance & repairs of Civil, electro-mechanical and instrumentation components from end to end (Source to user ) service including Water treatment plants for a period of 66 Months (6 Months Trial Run + 60 Months Operation & Maintenance) Operation & Maintenance of water supply scheme including operation, maintenance & repairs of Civil, electro-mechanical and instrumentation components from end to end (Source to user) service including Water treatment plants for 1st year

Operation & Maintenance of water supply scheme including operation, maintenance & repairs of Civil, electro-mechanical and instrumentation components from end to end (Source to user) service including Water treatment plants for 2nd year

Operation & Maintenance of water supply scheme including operation, maintenance & repairs of Civil, electro-mechanical and instrumentation components from end to end (Source to user) service including Water treatment plants for 3rd year

Operation & Maintenance of water supply scheme including operation, maintenance & repairs of Civil, electro-mechanical and instrumentation components from end to end (Source to user) service including Water treatment plants for 4th year

Operation & Maintenance of water supply scheme including operation, maintenance & repairs of Civil, electro-mechanical and instrumentation components from end to end (Source to user) service including Water treatment plants for 5th year

Skyway Infraprojects Pvt. Ltd.