Public Health Engineering Department Tender
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Costs
EMD
₹ 3,27,94,234Document Cost
₹ 50,000Tender Fee
₹ 2,500
Summary
Retrofitting Work In 108 Mh And 453 Oh Of Nagaur, Khinvsar And Mundwa Blocks Of District Nagaur With One Year Dlp After Completion And Thereafter 10 Years O And M Under Jal Jeevan Mission (phase -i, Package- 2, Part-c)
Description
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Contact
Tender Id
2024_PHCJ_413188_1Bid Award Id
ViewTender No
NIB No 03/2024-25 ACE (P) AJMERTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/
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Documents
Retrofitting Work in 108 MH and 453 OH of Nagaur, Khinvsar and Mundwa Blocks of District Nagaur with one year DLP after completion and thereafter 10 Years O and M under Jal Jeevan Mission (Phase -I, Package- 2, Part-C)
Tender Document Vol-III (Drawings Part-A)
Tender Document Vol-III (Drawings Part-D)
Tender Document Vol-III (Drawings Part-C)
Tender Document Vol-III (Drawings Part-E)
Tender Document Vol-III (Drawings Part-B)
Tender Document Vol-II (Scope of work and Specification)
Tender Document Vol-I (ITT, GCC and SCC)
Tender Document Vol-IV (Preamble to Price Schedule)
BOQ Items
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In all kinds of soil (0-1.5 m)
9097.2
1564718
172
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
-
-
-
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Ordinary Rock (0-1.5 m)
1705.73
549245
322
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Hard Rock (Blasting prohibited) (0-1.5m)
568.58
383222
674
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Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float-LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work.
Class PN 1.6
-
-
-
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50 mm dia
19
221103
11637
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Construction of RCC air valve pillar including GI pipes, flanges, bend, MS clamps, rubber sheet, nut bolts/jointing materials etc in M-20 grade cement concrete of 2m height from Natural Ground Level in required shape and size as per approved drawing in all types of soils/rock disposing of surplus excavated materials within a lead of 50 m as per approved drawing complete including all charges at appropriate location in pipeline as per specification mentioned in the scope of work and as per direction of Engineer In Charge. G.I pipes and fittings of dia.
19
205922
10838
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Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) for Scouring , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
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200 mm dia
4
101364
25341
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Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
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200 mm dia
4
29532
7383
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Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
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200 mm dia
6
152046
25341
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Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
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200 mm dia
6
44298
7383
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Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
-
-
-
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MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)
3429.34
418379
122
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Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with
hinged cover 100x100x75mm (deep), including cost of steel
reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
-
-
-
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90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve
6
77400
12900
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Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
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Bituminous Courses
199.5
72219
362
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Granular Courses
199.5
51670
259
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Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
199.5
130273
653
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Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
299.25
1206875
4033
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Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
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M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
299.25
1589616
5312
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
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100 mm dia
59520
75114240
1262
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150 mm dia
65189
117014255
1795
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200 mm dia
15626
34408452
2202
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
All kinds of soil
-
-
-
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In all kinds of soil (0-1.5 m)
54371.51
9351899
172
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
-
-
-
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Ordinary Rock (0-1.5 m)
10194.66
3282680
322
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Hard Rock (Blasting prohibited) (0-1.5m)
3398.22
2290400
674
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Filling with locally available river sand at all levels including watering
ramming consolidating and dressing complete including cost of
sand.
2718.57
1579489
581
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Carriage of Material (by mechanical means) sand, bazri, ballast, kankar
-
-
-
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upto 1 Km
1903
161755
85
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upto 2 Km
407.79
39555
97
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upto 3 Km
271.86
29632
109
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upto 4 Km
81.56
9868
121
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upto 5 Km
54.37
7176
132
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Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float-LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work.
Class PN 1.6
-
-
-
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40 mm dia
61
684725
11225
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50 mm dia
81
942597
11637
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Construction of RCC air valve pillar including GI pipes, flanges, bend, MS clamps, rubber sheet, nut bolts/jointing materials etc in M-20 grade cement concrete of 2m height from Natural Ground Level in required shape and size as per approved drawing in all types of soils/rock disposing of surplus excavated materials within a lead of 50 m as per approved drawing complete including all charges at appropriate location in pipeline as per specification mentioned in the scope of work and as per direction of Engineer In Charge. G.I pipes and fittings of dia.
142
1538996
10838
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) for Scouring , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
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100 mm dia
12
119520
9960
... More
150 mm dia
13
214149
16473
... More
200 mm dia
3
76023
25341
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Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
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100 mm dia
12
37920
3160
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150 mm dia
13
64532
4964
... More
200 mm dia
3
22149
7383
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Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
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100 mm dia
20
199200
9960
... More
150 mm dia
21
345933
16473
... More
200 mm dia
5
126705
25341
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Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
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100 mm dia
20
63200
3160
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150 mm dia
21
104244
4964
... More
200 mm dia
5
36915
7383
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Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
-
-
-
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MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)
18568.6
2265369
122
... More
Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with
hinged cover 100x100x75mm (deep), including cost of steel
reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
-
-
-
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60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve
41
314060
7660
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90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve
5
64500
12900
... More
Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
... More
Bituminous Courses
960.07
347544
362
... More
Granular Courses
960.07
248657
259
... More
Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
100 mm thick
9600.58
2793768
291
... More
Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
1920.11
1253834
653
... More
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
1920.11
7743819
4033
... More
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
... More
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
1920.11
10199645
5312
... More
Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
-
-
-
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a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.
e) Conducting successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.
g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.
j) Providing and fixing water level indicator (float type).
-
-
-
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k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.
l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.
m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).
n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.
o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.
p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.
q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
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Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II
-
-
-
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150 KL, 18m Staging Height (1 No.)
150000
2874000
19.16
... More
200 KL, 18m Staging Height (2 No.)
400000
6844000
17.11
... More
100 KL, 20m Staging Height (2 Nos.)
200000
5482000
27.41
... More
150 KL, 20m Staging Height (8 Nos.)
1200000
24852000
20.71
... More
200 KL, 20m Staging Height (3 Nos.)
600000
10944000
18.24
... More
250 KL, 20m Staging Height (4 Nos.)
1000000
17360000
17.36
... More
300 KL, 20m Staging Height (2 Nos.)
600000
10098000
16.83
... More
Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
... More
100 mm dia
54
105138
1947
... More
150 mm dia
1140.6
3194820
2801
... More
200 mm dia
1183.6
4336710
3664
... More
Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.
MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)
3725.96
454567
122
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
100 mm dia
2
19920
9960
... More
150 mm dia
64
1054272
16473
... More
200 mm dia
44
1115004
25341
... More
Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
-
-
-
... More
100 mm dia
2
6320
3160
... More
150 mm dia
64
317696
4964
... More
200 mm dia
44
324852
7383
... More
Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:
1. Depth of foundation- 900 mm.
2. PCC in M-10, width -900 mm and thickness 100 mm,
3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.
5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.
6. Expansion joint shall be on every 30 mtr.
7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.
8. Pillar for main gate 350x350 mm in size is part of boundary wall.
9. Cement paint of approved colour in 3 coat shall be done.
2640
13244880
5017
... More
Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.
7700
800800
104
... More
SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible, accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge.
-
-
-
... More
Measuring range 0.0 to 6.0 mtr
39
2435316
62444
... More
Providing, lowering, aligning and fixing in position DI D/F Diaphragm type Pressure Reducing / Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body & Bonet - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM (FDA / WRAS approved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsite Stem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush- Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal- EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug - Stainless Steel, AISI-304, Nut- Bolts - SS Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. nsersion rubber of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
... More
Pilot operated SCADA Compitable Diaphragm Type Pressure Reducing Valves (Class PN 1.6)
-
-
-
... More
100 mm dia
13
1391780
107060
... More
150 mm dia
9
1312569
145841
... More
Construction of Flow meter chamber
22
839036
38138
... More
Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: -
-
-
-
... More
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work.
c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.
d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.
e) Successful hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the roof Slab.
g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type).
-
-
-
... More
i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.
k) Providing and fixing of 150mm wide water bar for the construction joints in the container.
l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.
m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
... More
Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III and SBC18T/sqm
-
-
-
... More
RCC GROUND LEVEL SERVICE RESERVOIR - 20KL (17 Nos)
340000
2886389
8.49
... More
Providing and fixing double flanged ISI marked GI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
... More
50 mm dia
340
199240
586
... More
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
... More
50 mm dia
17
32470
1910
... More
P& F Bib cock (IS : 8931 mark), superior quality of approved make, with foam flow chrome plated with complete brass body including brass handle with wt 300 to 325 gm.15 mm nominal bore.
34
18224
536
... More
Providing and fixing double flanged ISI marked GI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
... More
50 mm dia
102
59772
586
... More
Repairing of existing GLSR at OHs
92
7384058
80261.5
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply may be in coil or straight length in 6 M/12 M.
-
-
-
... More
HDPE PE-100 PN-6
-
-
-
... More
90 mm dia
26710
6089880
228
... More
110 mm dia
14303
5449443
381
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply of pipe shall be in straight length in 6/12 M.
-
-
-
... More
HDPE PE-100 PN-6
-
-
-
... More
125 mm dia
30358
14996852
494
... More
140 mm dia
27603
16975845
615
... More
160 mm dia
22765
17597345
773
... More
180 mm dia
35930
34852100
970
... More
200 mm dia
17772
20651064
1162
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
... More
200 mm dia
9887
21771174
2202
... More
250 mm dia
52066
148440166
2851
... More
Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling,excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.
Excluding cost of pipe line.
Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads.
12303.9
3125190
254
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.
-
-
-
... More
In all kinds of soil (0-1.5 m)
95787.28
16475412
172
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
-
-
-
... More
Ordinary Rock (0-1.5 m)
17917.06
5769293
322
... More
Hard Rock (Blasting prohibited) (0-1.5m)
6201.98
4180134
674
... More
Filling with locally available river sand at all levels including watering
ramming consolidating and dressing complete including cost of
sand.
4823.81
2802633
581
... More
Carriage of Material (by mechanical means) sand, bazri, ballast, kankar
-
-
-
... More
upto 1 Km
3376.67
287016
85
... More
upto 2 Km
723.57
70186
97
... More
upto 3 Km
482.38
52579
109
... More
upto 4 Km
144.71
17509
121
... More
upto 5 Km
96.48
12735
132
... More
Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work.
-
-
-
... More
40 mm dia
99
1111275
11225
... More
50 mm dia
87
1012419
11637
... More
80 mm dia
52
772668
14859
... More
Construction of RCC air valve pillar including GI pipes, flanges, bend, MS clamps, rubber sheet, nut bolts/jointing materials etc in M-20 grade cement concrete of 2m height from Natural Ground Level in required shape and size as per approved drawing in all types of soils/rock disposing of surplus excavated materials within a lead of 50 m as per approved drawing complete including all charges at appropriate location in pipeline as per specification mentioned in the scope of work and as per direction of Engineer In Charge. G.I pipes and fittings of dia.
238
2579444
10838
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
80 mm dia
9
70893
7877
... More
100 mm dia
15
149400
9960
... More
125 mm dia
9
132570
14730
... More
150 mm dia
29
477717
16473
... More
200 mm dia
3
76023
25341
... More
250 mm dia
17
714901
42053
... More
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
... More
80 mm dia
9
24435
2715
... More
100 mm dia
9
28440
3160
... More
125 mm dia
3
12393
4131
... More
200 mm dia
9
66447
7383
... More
250 mm dia
3
30333
10111
... More
300 mm dia
9
109962
12218
... More
Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with
hinged cover 100x100x75mm (deep), including cost of steel
reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
-
-
-
... More
60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve
62
474920
7660
... More
90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve
20
258000
12900
... More
SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work. Including cost of GSM Modem of Rs. 24799/- as approved by CE (SP)
-
-
-
... More
80 mm dia
6
65628
10938
... More
100 mm dia
21
280539
13359
... More
150 mm dia
55
1138995
20709
... More
200 mm dia
15
393285
26219
... More
250 mm dia
9
542889
60321
... More
300 mm dia
2
161408
80704
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
80 mm dia
6
47262
7877
... More
100 mm dia
21
209160
9960
... More
150 mm dia
55
906015
16473
... More
200 mm dia
15
380115
25341
... More
250 mm dia
9
378477
42053
... More
300 mm dia
2
107118
53559
... More
Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0 at VTC
-
-
-
... More
80 mm dia
6
16290
2715
... More
100 mm dia
21
66360
3160
... More
150 mm dia
55
273020
4964
... More
200 mm dia
15
110745
7383
... More
250 mm dia
9
90999
10111
... More
300 mm dia
2
24436
12218
... More
Construction of Village Transfer Chambers
10
552045
55204.5
... More
Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)
23510.15
2868238
122
... More
Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
... More
Bituminous Courses
1663.06
602026
362
... More
Granular Courses
1663.06
430731
259
... More
Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
4434.84
2895950
653
... More
Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 100 mm thick
76481.43
22256096
291
... More
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
3880.49
15650004
4033
... More
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
... More
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
3880.49
20613146
5312
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply may be in coil or straight length in 6 M/12 M.
-
-
-
... More
HDPE PE-100 PN-6 (Dia in mm)
-
-
-
... More
75 mm dia
668952
107032320
160
... More
90 mm dia
370777
84537156
228
... More
110 mm dia
114013
43438953
381
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply of pipe shall be in straight length in 6/12 M.
-
-
-
... More
HDPE PE-100 PN-6 (Dia in mm)
-
-
-
... More
125 mm dia
53589
26472966
494
... More
140 mm dia
44742
27516330
615
... More
160 mm dia
17660
13651180
773
... More
180 mm dia
7478
7253660
970
... More
200 mm dia
4667
5423054
1162
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
... More
200 mm dia
80
176160
2202
... More
250 mm dia
793
2260843
2851
... More
Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling,excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.
Excluding cost of pipe line.
Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads.
346122.6
87915140
254
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.
-
-
-
... More
In all kinds of soil (0-1.5 m)
209648.8
36059593
172
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
-
-
-
... More
Ordinary Rock (0-1.5 m)
61422.29
19777977
322
... More
Hard Rock (Blasting prohibited) (0-1.5m)
20358.34
13721521
674
... More
Filling with locally available river sand at all levels including watering
ramming consolidating and dressing complete including cost of
sand.
16356.12
9502905
581
... More
Carriage of Material (by mechanical means) sand, bazri, ballast, kankar
-
-
-
... More
upto 1 Km
11449.28
973188
85
... More
upto 2 Km
2453.42
237981
97
... More
upto 3 Km
1635.61
178281
109
... More
upto 4 Km
490.68
59372
121
... More
upto 5 Km
327.12
43179
132
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
... More
80 mm dia
548
4316596
7877
... More
100 mm dia
91
906360
9960
... More
125 mm dia
23
338790
14730
... More
150 mm dia
16
263568
16473
... More
250 mm dia
1
42053
42053
... More
Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0
-
-
-
... More
80 mm dia
548
1487820
2715
... More
100 mm dia
91
287560
3160
... More
125 mm dia
23
95013
4131
... More
150 mm dia
16
79424
4964
... More
250 mm dia
1
10111
10111
... More
Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with
hinged cover 100x100x75mm (deep), including cost of steel
reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
-
-
-
... More
60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve
136
1041760
7660
... More
Extension Spindles for Gate Valves -600 mm for Water Supply System including surface box for service connection valves as per the approval of Engineer In Charge
-
-
-
... More
50-150 mm
542
3468778
6399.96
... More
200-400 mm
1
9770
9770.18
... More
Surface Box for Extension Spindle
543
2220012
4088.42
... More
Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
... More
Bituminous Courses
4299.7
1556491
362
... More
Granular Courses
4299.7
1113622
259
... More
Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
11465.88
7487217
653
... More
Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
100 mm thick
85994.01
25024256
291
... More
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
10032.64
40461641
4033
... More
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
10032.64
53293388
5312
... More
Providing Household Tap Connection as per technical specification and approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.
Note: Road cut and restoration is not part of this item and paid seperately.
-
-
-
... More
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
23065
41194090
1786
... More
P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
23065
6250615
271
... More
Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
20758.5
3570462
172
... More
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
... More
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
622.76
3308074
5312
... More
Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
184520
7380800
40
... More
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.
Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
-
-
-
... More
300 mm Dia 8 mm thick casing pipe with protective coating.
360
6025320
16737
... More
400 mm Dia 8 mm thick casing pipe with protective coating.
160
3186240
19914
... More
500 mm Dia 8 mm thick casing pipe with protective coating.
160
3319840
20749
... More
600 mm Dia 10 mm thick casing pipe with protective coating.
80
2158880
26986
... More
700 mm Dia 10 mm thick casing pipe with protective coating.
80
2402560
30032
... More
Providing & Fixing Sluice valve of suitable diameter at both ends.
-
-
-
... More
80 mm dia
12
94524
7877
... More
100 mm dia
10
99600
9960
... More
125 mm dia
4
58920
14730
... More
150 mm dia
4
65892
16473
... More
200 mm dia
4
101364
25341
... More
250 mm dia
4
168212
42053
... More
Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
-
-
-
... More
80 mm dia
12
32580
2715
... More
100 mm dia
10
31600
3160
... More
125 mm dia
4
16524
4131
... More
150 mm dia
4
19856
4964
... More
200 mm dia
4
29532
7383
... More
250 mm dia
4
40444
10111
... More
Construction of chamber at both ends with pre-cast RCC slab on top with locking arrangement as per NH drawing
38
1449244
38138
... More
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.
Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
-
-
-
... More
300 mm Dia 8 mm thick casing pipe with protective coating.
125
1901875
15215
... More
Providing & Fixing Sluice valve of suitable diameter at both ends.
-
-
-
... More
80 mm dia
6
47262
7877
... More
100 mm dia
4
39840
9960
... More
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
... More
80 mm dia
6
16290
2715
... More
100 mm dia
4
12640
3160
... More
Construction of chamber at both ends with pre-cast RCC slab on top with locking arrangement as per Railway drawing
10
381380
38138
... More
Civil work such as construction of Online Booster pump House.
-
-
-
... More
Construction of Switch Room for the online booster pump of size (3mx2m) at 15 locations on CD and VD as per approved GA drawing, scope of work and technical specification complete work in all respect
90
1573650
17485
... More
Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
... More
Centrifugal Monoblock Pump Set (Single Stage)
-
-
-
... More
Location SHIVPURA, 1.59 LPS/14 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location BERATHAL, 0.16 LPS/6 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location BERATHAL, 0.71 LPS/24 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location AHAMADPURA, 0.47 LPS/7 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location MADANIYON KI DHANI, 1.07 LPS/8 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location ATHIYASAN, 0.21 LPS/7 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location KHUNDLA, 0.54 LPS/6 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location INDAS, 1.14 LPS/8 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location LUNAWAS, 0.9 LPS/9 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location KANTIYA, 1.6 LPS/18 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location NARWA KHURD, 0.75 LPS/8 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location NARWA KALLA, 0.78 LPS/11 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location MAHESHPURA, 1.02 LPS/10 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location BHADUO, 1.5 LPS/17 m head/2.2 KW (1W+1S)
2
58742
29371
... More
Location BUDDHI WITH CHAK, 0.53 LPS/14 m head/2.2 KW (1W+1S)
2
58742
29371
... More
SITC DOL Starter type LT Panel of following rating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. complete as per Technical Specifications and as per direction of Engineer-In-Charge.
-
-
-
... More
DOL STARTER 2.2 KW (3 HP)- : For 2 motors (1 W+ 1S) I/C - MCB 25A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCB 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2)
15
675915
45061
... More
MS Header pipe with all fittings such as flanges, bens, end plug etc. Size 100mm-6mm thk
90
172166
1912.96
... More
MS suction pipes with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc.-6mm thk
-
-
-
... More
100 mm dia
120
229555
1912.96
... More
MS discharge pipes with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc.-6mm thk
-
-
-
... More
100 mm dia 6mm thk
90
172166
1912.96
... More
MS common Delivery Pipes (manifold) with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc. -
-
-
-
... More
100 mm dia 6mm thk
120
229555
1912.96
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
At Individual Suction Pipe and Common Suction Header
-
-
-
... More
100 mm dia
2
19920
9960
... More
Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer.
-
-
-
... More
100 mm dia
2
8846
4423
... More
Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) , Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Class PN 1.6
-
-
-
... More
100 mm dia
1
11519
11519
... More
SITC of IEC, TUV certified, MNRE approved Solar Panels suitable for Rooftop as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and structure, showing arrangement of panel on available space, installation of PV module structure on shed / roof as per drawings including super structure wherever necessary as per drawin. Mounting structure suitably design to withstand wind velocity upto 150km/hr.
Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5years warranty.
All cabling up to panel and metre, earthing etc. required accessiories and taxes are inclusive
46200
2633400
57
... More
Provision for providing Solar Power Panels over the existing pump houses (half of the roof top area) for power saving of this Package Phase-I, Package-II as follows:
-
-
-
... More
Bhed PH
20000
1140000
57
... More
Gogelaw PH
75000
4275000
57
... More
Khimsar PH
15000
855000
57
... More
Basni PH
15000
855000
57
... More
Construction of New Pump Room adjacent to existing pump house of required size suitable for installation of maximum pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.
-
-
-
... More
DUKOSI, GOWA KHURD & BHAPOD PROPOSED OHSR
150
2622750
17485
... More
Providing, installation, testing, trial run and commissioning of the following, as per specifications
-
-
-
... More
Providing, installation, testing and commissioning of HSC pump set of various discharge and head requirements as per scope of work.
-
-
-
... More
Existing Pump House at NAGARI , BHAWANDA & KUNDALA & LALAWAS PROPOSED OHSR of 77.59 LPS/70 head/(1W+1S)
58
287100
4950
... More
Existing Pump House at PANCHALA SIDHA, KURCHI, NARWA KALAN & HESHBA & THAMBARIYA PROPOSED OHSR PEEPALIYA PROPOSED OHSR of 177.62 LPS/105 head/(1W+1S)
190
940500
4950
... More
Proposed Pump House at DUKOSI, GOWA KHURD & BHAPOD PROPOSED OHSR of 30.66 LPS/45 head/(1W+1S)
18
89100
4950
... More
Proposed Pump House at BHER PH of 95 LPS/80 head/(1W+1S)
272
1346400
4950
... More
Providing, Installation, testing and commissiong of soft starters, for each pumpset, complete in all respects as per the scope of work and specifications
538
1124420
2090
... More
MS discharge pipes with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc.-6mm thk
-
-
-
... More
150 mm dia 6mm thick
7
19710
2815.76
... More
200 mm dia 6mm thick
7
26029
3718.56
... More
250 mm dia 6mm thick
7
32349
4621.36
... More
MS common Delivery Pipes (manifold) with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc. -
-
-
-
... More
150 mm dia 6mm thick
8
22526
2815.76
... More
200 mm dia 6mm thick
8
29748
3718.56
... More
250 mm dia 6mm thick
8
36970
4621.36
... More
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
-
-
-
... More
150 mm dia
3
49419
16473
... More
200 mm dia
3
76023
25341
... More
250 mm dia
3
126159
42053
... More
Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer.
-
-
-
... More
100 mm dia
3
21567
7189
... More
200 mm dia
3
33501
11167
... More
250 mm dia
3
41022
13674
... More
Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) , Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
... More
Class PN 1.6
-
-
-
... More
100 mm dia
3
34557
11519
... More
200 mm dia
3
94422
31474
... More
250 mm dia
3
142428
47476
... More
Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work.
-
-
-
... More
Class PN 1.6
-
-
-
... More
50 mm dia
1
11637
11637
... More
80 mm dia
2
29718
14859
... More
Providing, installation, testing, trial run and commissioning of the following, as per specifications
-
-
-
... More
SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
... More
150 mm dia
1
125776
125776
... More
200 mm dia
1
130542
130542
... More
250 mm dia
1
155982
155982
... More
Construction of Flow meter chamber
3
303195
101065
... More
Provision for providing Electro Chlorinators at following pumphouses
-
-
-
... More
Supply, Installation, testing and commissioning of continuous type Electrochlorinator including all required pipe fitting, accessories, values,etc. Brine Tank (HDPE material) of required capacity, level & Temperature sensors, pumps, rota meter, electrilyser of required capacity, hypo tank (HDPE material), blower, acid tank & pump, DC rectifier cum control panel and all required power and control cables complete as per employers requirement, general and particular specification, drawing etc.
-
-
-
... More
Dosing Capacity of 1000 gms/hr (1 working + 1 standby) at Bhed PH
1
1500000
1500000
... More
Dosing Capacity of 500 gms/hr (1 working + 1 standby) at Khimsar PH
1
800000
800000
... More
Dosing Capacity of 500 gms/hr (1 working + 1 standby) at Basni PH
1
800000
800000
... More
Provision for PLC-SCADA System
1
12979309
12979309.35
... More
For the 1st year of O&M after DLP
1
3840221
3840221
... More
For the 2nd year of O&M after DLP
1
4033439
4033439
... More
For the 3rd year of O&M after DLP
1
4236319
4236319
... More
For the 4th year of O&M after DLP
1
4444029
4444029
... More
For the 5th year of O&M after DLP
1
4666230
4666230
... More
For the 6th year of O&M after DLP
1
4902923
4902923
... More
For the 7th year of O&M after DLP
1
5144447
5144447
... More
For the 8th year of O&M after DLP
1
5405292
5405292
... More
For the 9th year of O&M after DLP
1
5675798
5675798
... More
For the 10th year of O&M after DLP
1
5955965
5955965
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