Chennai Metropolitan Water Supply And Sewerage Board Tender
... More
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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender
Civil And Construction
Eprocure
Opening Date29 Jul 2023
Closing Date12 Sep 2023
Tender Amount₹ 21,60,00,000
Costs
EMD
₹ 43,20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CMWSS_351901_1Bid Award Id
ViewTender No
CNT/SEW/NCB/AMRUT2 KfW/001A/23-24Tender Authority
Chennai Metropolitan Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://https://chennaimetrowater.tn.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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at 1.0m deep
150
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at 1.5m deep
90
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-
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295/250mm OD/ID DWC PE or PP Pipe
-
-
-
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at 1.0m deep
11676
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-
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at 1.5m deep
29403
-
-
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at 2.0m deep
9159
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-
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358/300mm OD/ID DWC PE or PP pipe
-
-
-
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at 1.5m deep
267
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-
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at 2.0m deep
43
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Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 (Type B) / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation including timbering the trenches for depths 2.5m and above, pumping out subsoil water etc., complete.
-
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295/250mm OD/ID DWC PE or PP Pipe
-
-
-
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at 2.5m deep
4138
-
-
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at 3.0m deep
2599
-
-
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at 3.5m deep
589
-
-
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at 4.0m deep
316
-
-
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at 4.5m deep
24
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-
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358/300mm OD/ID DWC PE or PP pipe
-
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-
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at 2.5m deep
459
-
-
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at 3.0m deep
297
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-
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at 3.5m deep
578
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-
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at 4.0m deep
492
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-
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at 4.5m deep
289
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-
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480/400mm OD/ID DWC PE or PP pipe
-
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-
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at 3.0m deep
74
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-
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at 3.5m deep
367
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-
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at 4.5m deep
37
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-
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597/500mm OD/ID DWC PE or PP pipe
-
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-
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at 3.0m deep
13
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-
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at 4.0m deep
52
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-
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at 4.5m deep
38
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-
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715/600mm OD/ID DWC PE or PP pipe
-
-
-
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at 4.0m deep
379
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-
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at 4.5m deep
270
-
-
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Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths up to 2.0m, pumping out sub soil water etc., complete. (For Gravity Sewers)
-
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300mm dia CI pipe
-
-
-
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at 2.0m deep
120
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350mm dia CI pipe
-
-
-
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at 2.0m deep
125
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-
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Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers)
-
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-
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250mm dia CI pipe
-
-
-
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at 2.5m deep
154
-
-
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at 3.0m deep
90
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-
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300mm dia CI pipe
-
-
-
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at 2.5m deep
270
-
-
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at 3.0m deep
150
-
-
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at 5.0 m deep
130
-
-
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350mm dia CI pipe
-
-
-
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at 2.5m deep
98
-
-
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at 3.0m deep
379
-
-
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at 3.5m deep
334
-
-
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at 4.0m deep
264
-
-
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at 4.5 m deep
89
-
-
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400mm dia CI pipe
-
-
-
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at 5.0 m deep
80
-
-
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at 5.5 m deep
30
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-
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450mm dia CI pipe
-
-
-
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at 3.0m deep
140
-
-
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at 3.5m deep
598
-
-
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at 4.0m deep
305
-
-
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at 4.5 m deep
146
-
-
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at 5.0 m deep
80
-
-
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at 5.5 m deep
154
-
-
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at 6.0 m deep
205
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-
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500mm dia CI pipe
-
-
-
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at 3.5m deep
5
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-
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at 5.0 m deep
48
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-
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at 6.0 m deep
56
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-
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600mm dia CI pipe
-
-
-
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at 4.5 m deep
153
-
-
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at 5.0 m deep
254
-
-
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at 5.5 m deep
203
-
-
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at 6.0 m deep
79
-
-
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at 6.5 m deep
88
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-
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700mm dia CI pipe
-
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-
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at 4.5 m deep
22
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-
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at 5.0 m deep
10
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-
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Supply delivery of CI Socket spigot pipes including rubber gaskets as per the latest revision of IS 1536, laying and jointing including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering pipes in to the trenches, aligning, making rubber joints, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth,pumping out sub soil water etc.complete (For pumping main)
-
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-
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200mm dia CI LA class pipe at 1.5m depth
560
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-
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300mm dia CI A class pipe at 1.5m depth
755
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-
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300mm dia CI B class pipe at 1.5m depth
690
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-
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350mm dia CI LA class pipe at 1.5m depth
985
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-
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350mm dia CI A class pipe at 1.5m depth
750
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-
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400mm dia CI B class pipe at 1.5m depth
330
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-
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600mm dia CI A class pipe at 2.0m depth
1490
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-
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600mm dia CI B class pipe at 2.0m depth
600
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-
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750mm dia CI B class pipe at 2.0m depth
2615
-
-
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Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly and SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete for End concrete.
969.85
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Construction of machine holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, machine hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each machine hole
-
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1.05mx 0.9m
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at 1.0m deep
690
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at 1.5m deep
1040
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Construction of Precast circular RCC machine holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC machine hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast machine holes at the required position as directed by the engineer at site including testing the machine hole with water for 48 hours to check water tightness and rectifying the defects if any for the following sizes and depths.
-
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1200mm dia Circular machine hole for Sewers (upto 450mm dia)
-
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at 2.0m deep
342
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at 2.5m deep
179
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Construction of RCC machine holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machine holes.
-
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1200mm dia Circular machine hole for Sewers (upto 450mm dia)
-
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-
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at 3.0m deep
144
-
-
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at 3.5m deep
96
-
-
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at 4.0m deep
50
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-
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at 4.5m deep
26
-
-
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at 5.0m deep
12
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-
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at 5.5m deep
9
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-
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at 6.0m deep
8
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-
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1500mm dia Circular machine hole for Sewers (500mm dia & above)
-
-
-
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at 3.0m deep
1
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at 4.0m deep
19
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-
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at 4.5m deep
20
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-
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at 5.0m deep
13
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-
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at 5.5m deep
8
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-
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at 6.0m deep
5
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-
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at 6.5m deep
4
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-
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Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
147
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Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20mm gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites
160252
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Road Cutting
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Cutting Asphaltic Road
-
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Non Bus Route -Total
80515.4
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Bus Route-Total
12792.12
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Cutting Cement Concrete Road
5709.62
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Cutting CI Pipes
-
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-
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200mm CI Pipe
8
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-
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250mm CI Pipe
10
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-
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300mm CI Pipe
54
-
-
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350mm CI Pipe
66
-
-
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400mm CI Pipe
10
-
-
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450mm CI Pipe
58
-
-
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500mm CI Pipe
4
-
-
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600mm CI Pipe
51
-
-
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700mm CI Pipe
1
-
-
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750mm CI Pipe
17
-
-
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Cutting DWC PE Pipes
-
-
-
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238/200mm OD/ID DWC PE or PP Pipe
8
-
-
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295/250mm OD/ID DWC PE or PP Pipe
1935
-
-
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358/300mm OD/ID DWC PE or PP Pipe
88
-
-
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480/400mm OD/ID DWC PE or PP Pipe
18
-
-
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597/500mm OD/ID DWC PE or PP pipe
4
-
-
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715/600mm OD/ID DWC PE or PP pipe
22
-
-
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Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
-
-
-
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110mm dia upto a depth of 1.0m
125927
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-
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160mm dia upto a depth of 1.5m
31483
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-
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Inspection Chamber : Construction of inspection chambers of following sizes with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 (SRC & M-sand) for foundation, brick work in C.M. 1:6 (SRC & M-sand)for chamber, plastering with C.M. 1:3 (SRC & M-sand),12mm thick, benching, channelling, supplying and fixing 60x60cm extra heavy duty FRC cover & frame, etc complete for
-
-
-
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60 x 60 x 105cm
11447
-
-
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60 x 60 x 150cm
2863
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-
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Supplying and fixing drop pipes with 'U' clamps etc. complete (inside machineholes) at required level as type design cutting, jointing and filleting as per specification etc. complete.
-
-
-
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295/250mm OD/ID DWC PE or PP Pipe
318.76
-
-
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358/300mm OD/ID DWC PE or PP pipe
8.42
-
-
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Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe for DWC PE pipes including ramming, consolidation etc., complete
23058.61
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-
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Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement. (for DWC PE or PP pipe length)
67283.59
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-
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Disposal of surplus earth (for DWC PE or PP pipe length)
26464.36
-
-
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Making through holes in plain or reinforced cement concrete with diamond core drilling system by using BOSCH power tools of following diameters - depth per cm
-
-
-
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110mm
11447
-
-
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160mm
2863
-
-
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Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
-
-
-
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For end concrete
11691.98
-
-
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Disjointing and removing CI pipes(old) to stores
300
-
-
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Supply, conveying and fixing CI specials as per the latest revision of IS 1538 including with ISI markings on it including earthwork excavation in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m and lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc.
-
-
-
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750mm D/Soc CI 90o Bend
6
-
-
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750mm D/Soc CI 45o Bend
6
-
-
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600mm D/Soc CI 90o Bend
9
-
-
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600mm D/Soc CI 22.5o Bend
7
-
-
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400mm D/Soc CI 90o Bend
3
-
-
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350mm D/Soc CI 90o Bend
13
-
-
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350mm D/Soc CI 45o Bend
1
-
-
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300mm D/Soc CI 90o Bend
13
-
-
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300mm D/Soc CI 45o Bend
2
-
-
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300mm D/Soc CI 22.5o Bend
10
-
-
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200mm D/Soc CI 90o Bend
3
-
-
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200mm D/Soc CI 22.5o Bend
2
-
-
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750 mm F/Spi Tail Piece
4
-
-
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750 mm F/Soc Tail Piece
4
-
-
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600 mm F/Spi Tail Piece
4
-
-
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600 mm F/Soc Tail Piece
4
-
-
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400 mm F/Spi Tail Piece
2
-
-
... More
400 mm F/Soc Tail Piece
3
-
-
... More
350 mm F/Spi Tail Piece
3
-
-
... More
350 mm F/Soc Tail Piece
3
-
-
... More
300 mm F/Spi Tail Piece
4
-
-
... More
300 mm F/Soc Tail Piece
4
-
-
... More
250 mm F/Spi Tail Piece
1
-
-
... More
250 mm F/Soc Tail Piece
1
-
-
... More
200 mm F/Spi Tail Piece
2
-
-
... More
200 mm F/Soc Tail Piece
2
-
-
... More
150 mm F/Spi Tail Piece
1
-
-
... More
150 mm F/Soc Tail Piece
1
-
-
... More
150 mm CI collars
1
-
-
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200 mm CI collars
1
-
-
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250 mm CI collars
1
-
-
... More
400 mm CI collars
1
-
-
... More
600 mm Fl collars
1
-
-
... More
350 x 250 mm D/S taper
2
-
-
... More
100 x 80 mm D/F taper
2
-
-
... More
150 x 80 mm D/F taper
4
-
-
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150 x 100 mm D/F taper
5
-
-
... More
200 x 100 mm D/F taper
9
-
-
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200 x 150 mm D/F taper
5
-
-
... More
250 x 200 mm D/F taper
6
-
-
... More
300 x 150 mm D/F taper
5
-
-
... More
300 x 200 mm D/F taper
2
-
-
... More
350 x 200 mm D/F taper
2
-
-
... More
350 x 250 mm D/F taper
2
-
-
... More
400 x 250 mm D/F taper
6
-
-
... More
400 x 300 mm D/F taper
4
-
-
... More
450 x 300 mm D/F taper
3
-
-
... More
500 x 350 mm D/F taper
4
-
-
... More
500 x 450 mm D/F taper
3
-
-
... More
600 x 400 mm D/F taper
4
-
-
... More
600 x 450 mm D/F taper
2
-
-
... More
600 x 500 mm D/F taper
4
-
-
... More
700 x 500 mm D/F taper
2
-
-
... More
750 x 600 mm D/F taper
2
-
-
... More
750 x 700 mm D/F taper
1
-
-
... More
800 x 750 mm D/F taper
1
-
-
... More
200 x 150 mm CI A/s Tee
1
-
-
... More
750 x 400 mm CI A/s Tee
1
-
-
... More
200 x 80 mm CI D/Soc/Fl Tee
1
-
-
... More
300 x 80 mm CI D/Soc/Fl Tee
2
-
-
... More
350 x 80 mm CI D/Soc/Fl Tee
2
-
-
... More
400 x 100 mm CI D/Soc/Fl Tee
1
-
-
... More
600 x 150 mm CI D/Soc/Fl Tee
3
-
-
... More
750 x 150 mm CI D/Soc/Fl Tee
2
-
-
... More
200 x 100 mm CI A/F Radial Tee
2
-
-
... More
300 x 150 mm CI A/F Radial Tee
4
-
-
... More
350 x 200 mm CI A/F Radial Tee
5
-
-
... More
400 x 200 mm CI A/F Radial Tee
3
-
-
... More
600 x 400 mm CI A/F Radial Tee
6
-
-
... More
750 x 500 mm CI A/F Radial Tee
3
-
-
... More
600 x 600 mm CI A/F Tee
1
-
-
... More
80 mm D/F 90o Duckfoot bend
6
-
-
... More
100 mm D/F 90o Duckfoot bend
14
-
-
... More
150 mm D/F 90o Duckfoot bend
4
-
-
... More
200 mm D/F 90o Duckfoot bend
1
-
-
... More
350 mm D/F 90o Duckfoot bend
1
-
-
... More
400 mm D/F 90o Duckfoot bend
2
-
-
... More
600 mm D/F 90o Duckfoot bend
1
-
-
... More
750 mm D/F 90o Duckfoot bend
3
-
-
... More
100mm dia D/F CI 90o Bend
2
-
-
... More
150mm dia D/F CI 90o Bend
11
-
-
... More
200mm dia D/F CI 90o Bend
5
-
-
... More
250mm dia D/F CI 90o Bend
6
-
-
... More
300mm dia D/F CI 90o Bend
5
-
-
... More
350mm dia D/F CI 90o Bend
3
-
-
... More
400mm dia D/F CI 90o Bend
4
-
-
... More
600mm dia D/F CI 90o Bend
2
-
-
... More
750mm dia D/F CI 90o Bend
4
-
-
... More
200 mm dia CI Blank flange
1
-
-
... More
300 mm dia CI Blank flange
2
-
-
... More
350 mm dia CI Blank flange
2
-
-
... More
400 mm dia CI Blank flange
1
-
-
... More
600 mm dia CI Blank flange
3
-
-
... More
750 mm dia CI Blank flange
1
-
-
... More
200 mm CI Bell Mouth
1
-
-
... More
300 mm CI Bell Mouth
2
-
-
... More
350 mm CI Bell Mouth
2
-
-
... More
400 mm CI Bell Mouth
1
-
-
... More
600 mm CI Bell Mouth
2
-
-
... More
800 mm CI Bell Mouth
1
-
-
... More
200 mm 1.0m cut pipe LA
1
-
-
... More
250 mm 1.0m cut pipe LA
2
-
-
... More
150 mm 2.0m cut pipe LA
1
-
-
... More
400 mm 2.0m cut pipe LA
1
-
-
... More
Supply, conveying and fixing following CI D/F pipes as per latest revision of IS 1536 with ISI markings on it excluding earthwork excavation
-
-
-
... More
750 mm D/F C.I pipe - 5m long
10
-
-
... More
750 mm D/F C.I pipe - 3m long
4
-
-
... More
750 mm D/F C.I pipe - 2.5m long
4
-
-
... More
750 mm D/F C.I pipe - 1.0m long
4
-
-
... More
750 mm D/F C.I pipe - 0.5m long
5
-
-
... More
600 mm D/F C.I pipe - 0.5m long
8
-
-
... More
400 mm D/F C.I pipe - 0.5m long
6
-
-
... More
400 mm D/F C.I pipe - 1.5m long
1
-
-
... More
350 mm D/F C.I pipe - 0.5m long
5
-
-
... More
350 mm D/F C.I pipe - 1.0m long
1
-
-
... More
300 mm D/F C.I pipe - 0.5m long
7
-
-
... More
300 mm D/F C.I pipe - 1.0m long
5
-
-
... More
300 mm D/F C.I pipe - 2.0m long
3
-
-
... More
300 mm D/F C.I pipe - 2.5m long
3
-
-
... More
300 mm D/F C.I pipe - 3.0m long
6
-
-
... More
250 mm D/F C.I pipe - 0.5m long
9
-
-
... More
250 mm D/F C.I pipe - 1.0m long
6
-
-
... More
250 mm D/F C.I pipe - 1.5m long
3
-
-
... More
250 mm D/F C.I pipe - 2.0m long
9
-
-
... More
250 mm D/F C.I pipe - 2.5m long
3
-
-
... More
250 mm D/F C.I pipe - 3.0m long
9
-
-
... More
200 mm D/F C.I pipe - 0.5m long
11
-
-
... More
200 mm D/F C.I pipe - 1.0m long
3
-
-
... More
200 mm D/F C.I pipe - 2.0m long
3
-
-
... More
200 mm D/F C.I pipe - 2.5m long
3
-
-
... More
200 mm D/F C.I pipe - 3.0m long
6
-
-
... More
150 mm D/F C.I pipe - 2.0m long
3
-
-
... More
150 mm D/F C.I pipe - 0.5m long
17
-
-
... More
150 mm D/F C.I pipe - 1.0m long
9
-
-
... More
150 mm D/F C.I pipe - 1.5m long
13
-
-
... More
150 mm D/F C.I pipe - 2.5m long
9
-
-
... More
150 mm D/F C.I pipe - 3.0m long
9
-
-
... More
100 mm D/F C.I pipe - 0.5m long
4
-
-
... More
100 mm D/F C.I pipe - 1.0m long
2
-
-
... More
100 mm D/F C.I pipe - 1.5m long
4
-
-
... More
100 mm D/F C.I pipe - 3.0m long
2
-
-
... More
From Desilting pump to silt pit
-
-
-
... More
100mm dia D/F CI Pipe -0.5m length
3
-
-
... More
100mm dia D/F CI Pipe -1.0m length
3
-
-
... More
100mm dia D/F CI Pipe -2.0m length
17
-
-
... More
100 mm dia D/F CI bend 90o bend
6
-
-
... More
100 mm D/F 90oDuck Foot Bend
6
-
-
... More
FLOW METER
-
-
-
... More
450 mm D/F C.I pipe - 1.8m long
1
-
-
... More
450 mm D/F C.I pipe - 4.5m long
1
-
-
... More
350 mm D/F C.I pipe - 1.4m long
2
-
-
... More
350 mm D/F C.I pipe - 3.5m long
2
-
-
... More
300 mm D/F C.I pipe - 1.2m long
1
-
-
... More
300 mm D/F C.I pipe - 3.0m long
1
-
-
... More
200 mm D/F C.I pipe - 0.8m long
2
-
-
... More
200 mm D/F C.I pipe - 2.0m long
2
-
-
... More
150 mm D/F C.I pipe - 0.6m long
1
-
-
... More
150 mm D/F C.I pipe - 1.5m long
1
-
-
... More
Supplying and laying 100 mm dia CI D/F pipe - 2m as per latest revision of IS 1536 with ISI markings on it length including earthwork excavation in all kinds of soil, including refilling the excavated earth etc. complete. (For Silt Raiser)
6
-
-
... More
Supplying, laying , jointing and testing 110 mm dia UPVC pipes SN8-SDR 34(S 16.5) AS PER IS 15328/2003 pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10m , lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23 cm thick watering , ramming to consolidation , depositing the surplus earth, etc. complete at an average depth of 1.50m (for Silt Raiser)
18
-
-
... More
Supplying and delivery at site, conveying and fixing the CI sluice valves as per IS 14846/2000 PN 1 with ISI marking excluding tail pieces and including loading, transportation charges and stacking etc complete as per specifications for the following sizes
-
-
-
... More
80mm DN Sluice valve
5
-
-
... More
100mm DN Sluice valve
3
-
-
... More
150mm DN Sluice valve
15
-
-
... More
200mm DN Sluice valve
4
-
-
... More
250mm DN Sluice valve
8
-
-
... More
300mm DN Sluice valve
6
-
-
... More
400mm DN Sluice valve
3
-
-
... More
500mm DN Sluice valve
1
-
-
... More
Supplying and delivery at site, conveying and fixing the CI D/F Reflux valves as per IS 5312/Part I /84 with Bye-pass arrangements with ISI marking including loading, transportation charges and stacking etc complete as per specifications for the following sizes
-
-
-
... More
100mm DN Non-return Valve
2
-
-
... More
150mm DN Non-return Valve
9
-
-
... More
200mm DN Non-return Valve
3
-
-
... More
250mm DN Non-return Valve
6
-
-
... More
300mm DN Non-return Valve
3
-
-
... More
Supplying and delivery at site, conveying and fixing the CI double air valve as per IS14845/2000 with ISI marking including loading, transportation charges and stacking etc complete as per specifications for the following sizes
-
-
-
... More
150mm Double Air valve
5
-
-
... More
100mm Double Air valve
1
-
-
... More
80mm Double Air valve
5
-
-
... More
Jointing the CI specials with molten lead and yarn including caulking the joints and testing to the required pressure with water. (Including cost of Jointing materials)
-
-
-
... More
150 mm
4
-
-
... More
200 mm
17
-
-
... More
250 mm
6
-
-
... More
300 mm
64
-
-
... More
350mm
36
-
-
... More
400mm
15
-
-
... More
600 mm
54
-
-
... More
750 mm
32
-
-
... More
Jointing the double flanged pipes and specials with rubber insertion to the required specifications with M.S bolts and nuts, and testing the pipes to the required pressure including cost of joining materials, etc., complete.
-
-
-
... More
80 mm
22
-
-
... More
100 mm
91
-
-
... More
150 mm
121
-
-
... More
200 mm
67
-
-
... More
250 mm
68
-
-
... More
300 mm
61
-
-
... More
350mm
29
-
-
... More
400mm
34
-
-
... More
450 mm
7
-
-
... More
500 mm
6
-
-
... More
600 mm
23
-
-
... More
750 mm
46
-
-
... More
800 mm
1
-
-
... More
Testing of M.S./C.I./P.V.C./D.I pipes with hydraulic testing equipment by filling with water(including cost of water @ Rs.77/KL) and testing to recommended pressure in convenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for following diameters of pipes
-
-
-
... More
200mm dia
560
-
-
... More
300mm dia
1920
-
-
... More
350mm dia
1735
-
-
... More
400mm dia
430
-
-
... More
600mm dia
3100
-
-
... More
750mm dia
2750
-
-
... More
Construction of thrust blocks of standard size with Plain Cement Concrete in 1:3:6 with 40mm HBG for the CI pumping main including earthwork excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m including the cost of shuttering, cost of reinforcement ,compaction, curing etc. complete.
-
-
-
... More
750mm D/Soc CI 90o Bend
6
-
-
... More
750mm D/Soc CI 45o Bend
6
-
-
... More
600mm D/Soc CI 90o Bend
9
-
-
... More
600mm D/Soc CI 22.5o Bend
7
-
-
... More
400mm D/Soc CI 90o Bend
3
-
-
... More
350mm D/Soc CI 90o Bend
13
-
-
... More
350mm D/Soc CI 45o Bend
1
-
-
... More
300mm D/Soc CI 90o Bend
13
-
-
... More
300mm D/Soc CI 45o Bend
2
-
-
... More
300mm D/Soc CI 22.5o Bend
10
-
-
... More
200mm D/Soc CI 90o Bend
3
-
-
... More
200mm D/Soc CI 22.5o Bend
2
-
-
... More
Electromagnetic Flow Meter conforming to ISO 17025 Standard shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of kiloliters and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon street flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber /Polyurethane/PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel/SS304/Die cast Aluminium/Carbon Steel with Anticorrosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation of IP68 protection.
-
-
-
... More
150mm dia
1
-
-
... More
200mm dia
2
-
-
... More
300mm dia
1
-
-
... More
350mm dia
2
-
-
... More
450mmdia
1
-
-
... More
Hire charges for Diesel Pumpset for 5 HP with fuel and crew charges including transportation
64
-
-
... More
Cleaning and flushing the Sewer mains including hire charges for 4 nos. of diesel pumpset 7.5 HP for dewatering with fuel including transportation and crew charges and using CMWSSB jet rodding machine for flushing the pipeline(The hire charges for using the Board jet rodding machine and cost of water has to be paid to CMWSSB by the contractor )
-
-
-
... More
Hire charges for 4 nos. of diesel pumpset 7.5 HP for dewatering with fuel including transportation and crew charges and hire charges for helmet sinking equipments including labour for helmet sinker and removal of dummy etc complete.
13086
-
-
... More
The hire charges for using the Board jet rodding & Desilting machines and cost of water has to be paid to CMWSSB by the contractor (for the work to be carried out at IT Corridor)
250
-
-
... More
The hire charges for using the Board jet rodding & Desilting machines and cost of water has to be paid to CMWSSB by the contractor (for the work to be carried out at Balavinayagar Nagar)
190
-
-
... More
Cleaning and flushing the Pumping mains including hire charges for 4 nos. of diesel pumpset 7.5 HP for dewatering with fuel including transportation and crew charges and using CMWSSB jet rodding machine for flushing the pipeline (The hire charges for using the Board jet rodding machine and cost of water has to be paid to CMWSSB by the contractor )
-
-
-
... More
400mm dia DI pumping main
890
-
-
... More
600mm dia DI pumping main
2480
-
-
... More
Desilting of Machine holes
-
-
-
... More
Tracing and raising of machine holes upto 30 cm height using Stock brick work in C.M. 1:3(SRC) (Crushed stone sand(M Sand )), for 23 cm thick, Outer Plastering in C.M. 1:3 (SRC) (Crushed stone sand(M Sand ))for 12 mm thick, Inner Plastering in C.M. 1:3 (SRC) (Crushed stone sand(M Sand )) for 20 mm thick , Cement concrete 1:3:6 using 12 to 20 mm guage hard broken stone jelly, including Suppling and fixing of 60cm dia FRC new heavy duty frames and doors as per type HD- 20, IS 12592, Part 1 & 2, cutting Asphaltic concrete road using power drill / Air compressor, with necessary barrication work around the trench with casurine post @ 1.52m c/c (8 to 10 cm dia & 1.52 m ht) vertical, painting the vertical posts in different colour tieing with coir rope, fixing danger flags, danger light reflectors including watching during night etc., complete.
100
-
-
... More
Tracing and raising of machine holes upto 45 cm height using Stock brick work in C.M. 1:3(SRC) (Crushed stone sand(M Sand )), for 23 cm thick, Outer Plastering in C.M. 1:3 (SRC) (Crushed stone sand(M Sand ))for 12 mm thick, Inner Plastering in C.M. 1:3 (SRC) (Crushed stone sand(M Sand )) for 20 mm thick , Cement concrete 1:3:6 using 12 to 20 mm guage hard broken stone jelly, including Suppling and fixing of 60cm dia FRC new heavy duty frames and doors as per type HD- 20, IS 12592, Part 1 & 2, cutting Asphaltic concrete road using power drill / Air compressor, with necessary barrication work around the trench with casurine post @ 1.52m c/c (8 to 10 cm dia & 1.52 m ht) vertical, painting the vertical posts in different colour tieing with coir rope, fixing danger flags, danger light reflectors including watching during night etc., complete.
232
-
-
... More
Tracing and raising of machine holes upto 60 cm height using Stock brick work in C.M. 1:3, (SRC) (Crushed stone sand(M Sand )), for 23 cm thick, Outer Plastering in C.M. 1:3 (SRC) (Crushed stone sand(M Sand ))for 12 mm thick, Inner Plastering in C.M. 1:3 (SRC) (Crushed stone sand(M Sand ))for 20 mm thick, Cement concrete 1:3:6 using 12 to 20 mm guage hard broken stone jelly, including Suppling and fixing of 60cm dia FRC new heavy duty frames and doors as per type HD- 20, IS 12592, Part 1 & 2, cutting Asphaltic concrete road using power drill / Air compressor, with necessary barrication work around the trench with casurine post @ 1.52m c/c (8 to 10 cm dia & 1.52 m ht) vertical, painting the vertical posts in different colour tieing with coir rope, fixing danger flags, danger light reflectors including watching during night etc., complete.
159
-
-
... More
Tracing and raising of machine holes upto 75 cm height using Stock brick work in C.M. 1:3, (SRC) (Crushed stone sand(M Sand )), for 23 cm thick, Outer Plastering in C.M. 1:3 (SRC) (Crushed stone sand(M Sand ))for 12 mm thick, Inner Plastering in C.M. 1:3 (SRC) (Crushed stone sand(M Sand ))for 20 mm thick, Cement concrete 1:3:6 using 12 to 20 mm guage hard broken stone jelly, including Suppling and fixing of 60cm dia FRC new heavy duty frames and doors as per type HD- 20, IS 12592, Part 1 & 2, cutting Asphaltic concrete road using power drill / Air compressor, with necessary barrication work around the trench with casurine post @ 1.52m c/c (8 to 10 cm dia & 1.52 m ht) vertical, painting the vertical posts in different colour tieing with coir rope, fixing danger flags, danger light reflectors including watching during night etc., complete.
21
-
-
... More
Dismantling the Brick work and RCC slab in damaged MHs
25
-
-
... More
Dewatering using 15HP & 20HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
-
-
-
... More
Hire charges for Diesel Pump set for 15 HP
1000
-
-
... More
Hire charges for Diesel Pump set for 20 HP
300
-
-
... More
Construction of precast anchor block using machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade with Sulphate resistant cement for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly including curing, the cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles with material and labour cost, conveyance and erection charges at the required position as directed by the Board Engineer at site.
-
-
-
... More
250mm dia DWC Pipe
2762
-
-
... More
300mm dia DWC Pipe
818
-
-
... More
400mm dia DWC Pipe
160
-
-
... More
500mm dia DWC Pipe
102
-
-
... More
600mm dia DWC Pipe
262
-
-
... More
Supply, delivery, erection of sheet piles and fixing in position using timbering for trenches of average depths of 1.5m to 2.0m, including hire charges of sheet piles, dismantling the shoring after completion of work, etc., complete.
-
-
-
... More
250mm dia DWC/CI Pipe
-
-
-
... More
at 1.5m deep
1464.15
-
-
... More
at 2.0m deep
432.45
-
-
... More
300mm dia DWC/CI Pipe
-
-
-
... More
at 1.5m deep
13.35
-
-
... More
at 2.0m deep
2.15
-
-
... More
350mm dia DWC/CI Pipe
-
-
-
... More
at 2.0m deep
6.25
-
-
... More
Topographic Survey of assets and utilities of CMWSSB using the latest technology to furnish “as built drawing with geo referenced Assets and Utilities” in (.shp) file format and the attribute data in FDGB/ PDGB format for incorporating into the GIS platform of CMWSSB. The Contractor must obtain the existing Static GCP points from CMWSSB which should be considered as the control point with known coordinates X, Y and Z. Survey consultant to ensure the closing error is within permissible limits (SoI Standards) while transferring the levels from the existing Static GCP points and the same to be presented as a report. The same process shall be adopted for random verification of positional accuracy of points established using the PBMs as base. As built survey for every sewage and water pipeline and other assets must be done using DGPS based RTK method by transferring the coordinates from the nearest Static GCP of CMWSSB.
-
-
-
... More
Where there are signal interruptions for the RTK method, Total Station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co- ordinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo referenced as per standard Coordinate reference system (WGS 84 UTM Zone 44N). The final base map with assets and utilities shall be furnished in (.shp) format. The geo referenced assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB / PGDB) with the attributes. One set Hard and Soft Copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 Print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final Hard Copy in A0 print.
-
-
-
... More
Length of Pipelines for both collection system & Pumping Main covering Machineholes, Valve chambers, House Service Connections, Trenchless Crossings, etc. complete along the alignment
80.17
-
-
... More
Surface assets like SPS, LS, etc
9
-
-
... More
For Works in Bus Route during Night Hours
-
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 (Type B) / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete for depth upto 2m, in Bus route roads during night hours
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1.0m deep
155
-
-
... More
at 1.5m deep
487
-
-
... More
at 2.0m deep
853
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 (Type B) / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation including timbering the trenches for depths 2.5m and above, pumping out subsoil water etc., complete, in Bus route roads during night hours
-
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5m deep
350
-
-
... More
at 3.0m deep
152
-
-
... More
at 3.5m deep
60
-
-
... More
at 4.0m deep
30
-
-
... More
at 4.5m deep
31
-
-
... More
358/300mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 2.5m deep
102
-
-
... More
at 3.0m deep
120
-
-
... More
at 3.5m deep
119
-
-
... More
597/500mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 3.5m deep
27
-
-
... More
at 4.0m deep
178
-
-
... More
715/600mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 4.0m deep
138
-
-
... More
Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths upto 2.5m, pumping out sub soil water etc., complete. (For Gravity Sewers) in Bus route roads during night hours
-
-
-
... More
350mm dia CI pipe
-
-
-
... More
at 2.0m deep
155
-
-
... More
Supply, delivery of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, laying, jointing and testing CI pipes (LA class) including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering the pipes in to the trenches, aligning, making rubber joints, testing CI pipes, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete. (For Gravity Sewers) in Bus route roads during night hours
-
-
-
... More
350mm dia CI pipe
-
-
-
... More
at 2.5m deep
62
-
-
... More
Supply delivery of CI Socket spigot pipes including rubber gaskets as per the latest revision of IS 1536,laying and jointing including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering pipes in to the trenches, aligning, making rubber joints, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth,pumping out sub soil water etc.complete (For pumping main) in Bus route roads during night hours
-
-
-
... More
300mm dia CI A class pipe at 1.5m depth
145
-
-
... More
300mm dia CI B class pipe at 1.5m depth
330
-
-
... More
400mm dia CI B class pipe at 1.5m depth
100
-
-
... More
600mm dia CI A class pipe at 2.0m depth
1010
-
-
... More
750mm dia CI B class pipe at 2.0m depth
135
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete for End concrete in Bus route roads during night hours
45.77
-
-
... More
Construction of Precast circular RCC machine holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC machine hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast machine holes at the required position as directed by the engineer at site including testing the machine hole with water for 48 hours to check water tightness and rectifying the defects if any for the following sizes and depths in Bus route roads during night hours
-
-
-
... More
1200mm dia Circular machine hole for Sewers (upto 450mm dia)
-
-
-
... More
at 1.0m deep
11
-
-
... More
at 1.5m deep
19
-
-
... More
at 2.0m deep
33
-
-
... More
at 2.5m deep
20
-
-
... More
Construction of RCC machine holes using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machine hole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machine hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machine holes in Bus route roads during night hours
-
-
-
... More
1200mm dia Circular machine hole for Sewers (upto 450mm dia)
-
-
-
... More
at 3.0m deep
11
-
-
... More
at 3.5m deep
5
-
-
... More
at 4.0m deep
1
-
-
... More
at 4.5m deep
3
-
-
... More
1500mm dia Circular machine hole for Sewers (500mm dia & above)
-
-
-
... More
at 3.5m deep
2
-
-
... More
at 4.0m deep
12
-
-
... More
at 4.5m deep
1
-
-
... More
Cutting CI Pipes in Bus route roads during night hours
-
-
-
... More
300 mm
3
-
-
... More
350 mm
8
-
-
... More
400 mm
2
-
-
... More
600 mm
6
-
-
... More
Cutting DWC PE Pipes in Bus route roads during night hours
-
-
-
... More
250 mm
74
-
-
... More
300 mm
12
-
-
... More
500 mm
7
-
-
... More
600 mm
5
-
-
... More
Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe for DWC PE pipes including ramming, consolidation etc., complete in Bus route roads during night hours
1339.85
-
-
... More
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.(for DWC PE or PP pipe length) in Bus route roads during night hours
5338.99
-
-
... More
Disposal of surplus earth (for DWC PE or PP pipe length) in Bus route roads during night hours
1552.73
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high in Bus route roads during night hours
-
-
-
... More
For end concrete
519.74
-
-
... More
Providing and laying in position design mix cement concrete of M20 grade for thickness of 100 mm after refilling of trenches for temporary restoration of bus route roads to be carried out during night hours
5536.3
-
-
... More
Supply, conveying and fixing CI specials as per the latest revision of IS 1538 including with ISI markings on it including earthwork excavation in hard stiff clay, black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and initial lift of 2m and lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc, in Bus rout roads during night hours
-
-
-
... More
600mm D/Soc CI 90o Bend
6
-
-
... More
400mm D/Soc CI 90o Bend
1
-
-
... More
300mm D/Soc CI 90o Bend
2
-
-
... More
300mm D/Soc CI 22.5o Bend
1
-
-
... More
600mm D/Soc CI 90o Bend
6
-
-
... More
400mm D/Soc CI 90o Bend
1
-
-
... More
300mm D/Soc CI 90o Bend
2
-
-
... More
300mm D/Soc CI 22.5o Bend
1
-
-
... More
Interconnection works between existing 400mm DI & proposed 400mm CI pipe to be carried out with necessary lighting arrangements in Bus route roads during night hours
-
-
-
... More
400mm dia FL collar
1
-
-
... More
400mm dia A/F/Tee CI
1
-
-
... More
400mm dia CI Fl/Soc Tail Piece
1
-
-
... More
400mm dia CI Blank Flange
1
-
-
... More
Supply, delivery, erection of sheet piles and fixing in position using timbering for trenches of average depths of 1.5m to 2.0m, including hire charges of sheet piles, dismantling the shoring after completion of work, etc., complete with necessary lighting arrangements for carrying out the work in Bus Route roads during night hours.
-
-
-
... More
250mm dia DWC/CI Pipe
-
-
-
... More
at 1.5m deep
24.35
-
-
... More
at 2.0m deep
42.65
-
-
... More
350mm dia DWC/CI Pipe
-
-
-
... More
at 2.0m deep
7.75
-
-
... More
Bill No.2 Construction of Screen Well, Suction Well, Valve Chamber, Grit Chamber, Pump House, Rainwater Harvesting Structures,Water Supply and Sanitary Items, Compound Wall, Air valve Chamber, Sluice valve Chamber, Scour valve Chamber, EFM Chamber and allied works
-
-
-
... More
Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel stoney earth and earth mixed with small size boulders and hard gravelly soil as per SS20B with initial lead of 10m etc. complete for open excavation.
-
-
-
... More
For Open excavation 0- 2 m depth
2042.05
-
-
... More
From 2.0 m to 3.0 m below GL
310.55
-
-
... More
For trenches & foundation
0 - 2 m depth
1325.23
-
-
... More
From 2.0 m to 3.0 m below GL
26.99
-
-
... More
Supplying and filling crushed stone sand (M sand) for foundation and basement including watering, consolidating, ramming etc. complete.
242.68
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting
-
-
-
... More
From 1.0m above ground level to 3.0m below ground level (Curved Surface)
5105.63
-
-
... More
upto 3m high (below & above)
4263.69
-
-
... More
3m to 4m above & below GL
47
-
-
... More
4m to 5m above & below GL
164.13
-
-
... More
5m to 6m above & below GL
57
-
-
... More
6m to 7m above & below GL
12.01
-
-
... More
7m to 8m above & below GL
4.09
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting for bed blocks inside the well.
14.41
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete
-
-
-
... More
upto 1.5m from G.L
77.84
-
-
... More
from 1.5m to 4.5m below GL
132.85
-
-
... More
Cement concrete 1:2:4 using Crushed stone sand (M-sand) and 20mm gauge hard broken stone jelly for plain concrete works including laying ramming curing, etc., complete.
0.6
-
-
... More
from 1.5m to 4.5m depth below G.L
1.2
-
-
... More
Cement concrete 1:2:4 using Crushed stone sand (M-sand) and 20mm gauge hard broken stone jelly & SRC for plain concrete works including laying ramming curing, etc., complete.
-
-
-
... More
Up to 1.5m Below & 1.0m above ground level
0.67
-
-
... More
1.5m to 4.5m depth below G.L
3.03
-
-
... More
4.5m to 9m depth below G.L
67.55
-
-
... More
9m to 13.5m depth below G.L
8.32
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete
-
-
-
... More
1.5m to 4.5m depth below GL
1.59
-
-
... More
4.5m to 9m depth below G.L
5.48
-
-
... More
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade Crushed stone sand (M-sand) using SRC for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps, Mixer, vibrator, etc., as per standard specification and as directed by the Board officers complete
-
-
-
... More
upto 1.5m above & below G.L
302.79
-
-
... More
1.5 m to 4.5m below G.L
13
-
-
... More
1.5 m to 4.5m above G.L
59.53
-
-
... More
4.5 m to 9.0m above G.L
15
-
-
... More
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade Crushed stone sand (M-sand) using SRC for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps, Mixer, vibrator, etc., as per standard specification and as directed by the Board officers complete
-
-
-
... More
upto 1.5m above & below G.L
64.27
-
-
... More
1.5 m to 4.5m below G.L
111.14
-
-
... More
1.5 m to 4.5m above G.L
4.05
-
-
... More
Providing and laying in position machine batched machine mixed and machine vibrated design mix. Sulphate resistance cement concrete M30 grade (M-sand) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, Mixer, vibrator, etc. as per standard specification and as directed at site
-
-
-
... More
Up to 1.5m Below ground level & 1m above GL
1790.85
-
-
... More
From 1.5m to 4.5m Below ground level
50.19
-
-
... More
From 4.5m to 9.0m Below ground level
97.7
-
-
... More
Beyond 9.0m Below ground level
108.95
-
-
... More
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade (M-sand) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixingetc., as per standard specification and as directed
-
-
-
... More
Up to 1.5m Below ground level & 1m above GL
12.6
-
-
... More
From 1.5m to 4.5m Below ground level
7.2
-
-
... More
Providing point edge to well kerb using ISA 200x150x16 mm of weight 42.20 kg/m
13041
-
-
... More
Sinking of well below water level including all incidental charges using special tools and plants such as air compressior, helmet etc., complete and including bailing out water.
-
-
-
... More
8.0m dia well
-
-
-
... More
First depth of 2m
2
-
-
... More
Second depth of 2m
2
-
-
... More
Third depth of 2m
2
-
-
... More
Fourth depth of 2m
2
-
-
... More
Fifth depth of 2m
0.98
-
-
... More
7.0m dia well
-
-
-
... More
First depth of 2m
6
-
-
... More
Second depth of 2m
6
-
-
... More
Third depth of 2m
6
-
-
... More
Fourth depth of 2m
5.6
-
-
... More
Fifth depth of 2m
1.2
-
-
... More
6.5m dia well
-
-
-
... More
First depth of 2m
2
-
-
... More
Second depth of 2m
2
-
-
... More
Third depth of 2m
2
-
-
... More
Fourth depth of 2m
2
-
-
... More
Fifth depth of 2m
1.06
-
-
... More
4 m dia well
-
-
-
... More
First depth of 2m
8
-
-
... More
Second depth of 2m
8
-
-
... More
Third depth of 2m
6.05
-
-
... More
Fourth depth of 2m
0.88
-
-
... More
3.5m dia well
-
-
-
... More
First depth of 2m
2
-
-
... More
Second depth of 2m
2
-
-
... More
Third depth of 2m
2
-
-
... More
Fourth depth of 2m
0.2
-
-
... More
3 m dia well
-
-
-
... More
First depth of 2m
8
-
-
... More
Second depth of 2m
7.5
-
-
... More
Third depth of 2m
5.61
-
-
... More
Fourth depth of 2m
0.32
-
-
... More
2.5 m dia well
-
-
-
... More
First depth of 2m
8
-
-
... More
Second depth of 2m
6.52
-
-
... More
Third depth of 2m
2.42
-
-
... More
Fourth depth of 2m
0.7
-
-
... More
Plugging the bottom of the well using C.C 1:3:6 using 40mm gauge hard broken stone jelly with 10% extra cement for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing etc complete
-
-
-
... More
4.5m to 9.0m depth
74.41
-
-
... More
9.0m to 13.0m depth
236.47
-
-
... More
Supplying and fabricating CRS/Thermo Mechanically Treated High Corrosion Resistance bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works using 10mm -32mm dia rod (Fe-500 D Grade with CRS material)
304959
-
-
... More
Stock brick work with II class bricks in cement mortor 1:5 (Crushed stone sand (M-sand)) for 23 cm thick walls including curing etc. complete.
-
-
-
... More
Up to 1.5m above ground level
311.2
-
-
... More
From 1.5 to 4.5m above GL
207.42
-
-
... More
Stock brick work with II class bricks in cement mortor 1:4 crushed stone sand (M-sand) for 23cm thick wall including curing, etc complete
-
-
-
... More
Up to 1.5m below & above ground level
38.6
-
-
... More
Ground floor
66
-
-
... More
From 1.5 to 4.5m below GL
0.6
-
-
... More
Stock brick work with II class bricks in cement mortor 1:4 crushed stone sand (M-sand) for 11cm thick wall including curing, etc complete
7
-
-
... More
Supplying and fixing barbed wire fencing over the proposed compound wall with ‘L’ angle iron 50 x 50 x 6mm & 1.45m posts bent to shape at 2.5m centres with 6 rows of barbed wire and also in a zig zag manner at 25cm c.c. connecting all the rows with barbed wire will be of 2 ply and 12 gauge or other approved size including drilling hole in ‘L’ iron posts and fixing the posts in cement concrete 1:2:4 of size 15x15x45cm etc as directed
1008
-
-
... More
20mm thick sand faced cement plaster on wall upto hight 10 meters above ground level consisting of 12mm thick backing coat of CM 1:3 ( 1 cement : 3 sand ) and 8mm thick finishing coat of CM 1:1 ( 1 cement : 1 sand ) etc complete
5271.84
-
-
... More
Plastering with C.M.1:3 (M-Sand) for 20mm thick including curing etc complete.
605.4
-
-
... More
Plastering with C.M.1:3 using Sulphate resistant cement with M- sand for 20mm thick including curing etc complete.(well inner)
3095.27
-
-
... More
Plastering with C.M.1:3 (SRC with M-sand) for 12mm thick including curing etc complete.
1132.64
-
-
... More
Plastering with C.M 1:3 (M-Sand) for 12mm thick including curing etc. complete
446.4
-
-
... More
Special ceiling plastering for RCC slabs, and beams in CM 1:3 – 10mm thick with M-Sand including hacking and curing, etc., complete
69
-
-
... More
Flooring with 100mm thick base cement concrete 1:4:10 using 40mm gauge brick jelly including laying ramming, curing, etc., complete.
56
-
-
... More
Granolithic flooring 25mm thick with cement concrete 1;2:4 using 3-10mm chips and top surface rendered smooth with cement including thread lining and 25mm dia G.I. pipe of necessary length for water outlet curing, etc. complete
40
-
-
... More
Paving Hydraulic Pressed Cement Double Charged Vitrified Tiles of size 800 x 800 x 10mm finished thickness with small Verona or Indian Marble Chips (other than Salem Magnasite) with CM 1:3, 20mm thick and painted with same colour Cement including polishing with power polisher to a high degree of polish so as to be perfectly smooth and glossy with GREY colour
20
-
-
... More
Dadooing walls with glazed tiles of sizes 15cmx15cmx6mm thick laid in CM 1;2, 10mm thick and pointing with white cement using 0.4 Kg/m2 including finishing the joint and pointing flush with tile surface, etc., complete.
12
-
-
... More
Terrace flooring with two course of flat tiles of 15cmx15cmx12mm using CM 1:3 mixed with crude oil 10% by weight of cement and pointed with same oiled mortar
81
-
-
... More
Weathering course Concrete with broken brick jelly 20mm gauge in pure slacked lime over R.C.C. roof slab in the proportion of 32:12 ½ (No sand to be used )well beaten with wooden beaters to the required depth of 80mm thick and giving required slope and thickness to roof as required, etc., complete.
8
-
-
... More
Supplying and erecting rolling shutters of 76mm 18 gauge of galvanised steel sheet with push and pull or self coiling type operated by pulling hook with top cover including locking arrangements and fixed in position inside or outside, etc., complete and painting with priming coat of redoxide without lock. (payment will be made by only for the actual opening of the shutters are rolled up wherever the shutters are to be fixed)
36
-
-
... More
UPVC OPENABLE TYPE WINDOW SIZE 1.2M X 1.3M
Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with G1/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work
14
-
-
... More
Supplying, fabricating and fixing in position of Alumi.Anod.natural colour matt finish door (of single leaf of size 2.1m x 1.0m) half glazed and half PLB board using 12 mm thick PLB board and 5.5 mm thick glazed door using rectangular Alu.Box section of size (Frame : Section - 101.60 x 44.45 x 3.18 mm @ 2.399 Kg/m, Shutter : Top, Middle, Vertical style- 50 x 44.45 x 2.5mm @ 1.292 Kg/m, Bottom - 100 x 44.45 x2.5mm @ 1.974 Kg/m) with necessary accessories such as rubber beading, Al. Clips, Best double action floor springs, Aluminium Handles on both sides,floor stopper,Tower bolt, Locks and glass including all materials,Labour, power consemption charges required for fabrication if necessary chipping, dismantling making necessary holes in RCC Coloums, Beams or Masonry wherever necessary with power drill to the extent required and made good to the original conditions after fixing etc.,complete. The Alumi. surface must be anodised with matt finish under electrically controlled condition in accordance with IS specification 1868 / 1962 of Anodic filthickness of not less than 15 Microns (Fifteen) for all sections.All the materials should be got approved by the Site Engineer before fixing as directed.
18
-
-
... More
Solid PVC door shutters using 19 Gauge 19mm MS square tubes for styles and outer frames.15mm MS Square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The overall size of styles shall be 50mm x 30mm. The overall size of top rail, Lock rail and bottom rail shall be 75mm x 30mm. The overall size of frames shall be 50mm x 45mm, with suitable rabate for housing the shutter. a. Solid panel PVC door with frame
2
-
-
... More
Supplying and fixing in position of aluminium anodised colour matt finish Louvered Ventilator. The outer frame will be 62x38x2mm @ 1.17 Kg / m and the louvers with moving arrangements will be made with Alu. Channel of size 60x30x4 mm @ 1.27 kg /m with necessary glass pans for louvers 4mm thick Al. Clips, including all materials, labour & power consumption charges required for fabrication if necessary chipping dismantling making holes in RCC columns,beams or masonry wherever necessary with power drill to the extent required and make good to the original conditions after fixing etc., complete. The Aluminium surface is to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1962 of anodic film thickness of not less than15 microns (fifteen) for all sections. All the materials should be got approved by the Site Engineer before fixing in position as directed.
1
-
-
... More
Supplying and fixing M.S. grills for window and gate including one coat of primer with red lead etc. complete as directed.
140
-
-
... More
Supplying and fabricating and erection of iron gate with grill works of required size as per direction at site with G.I pipes of 50 mm and specials at all sides and 40x40x6mm angles as bracing on which 2 No.of m.s sheet of 16 gauge of size 2x2.50m each is welded as two halves fixing letter ''METROWATER' including one coat of primer with red lead etc.compete as directed including fixing wicket gate of size 0.75x2.m with M.S.grill work
3360
-
-
... More
Refilling with excavated soil ( other than sand) complying with standard specifications for filling in foundations & basement
1383.38
-
-
... More
Disposal of surplus earth
5870.58
-
-
... More
Supplying river sand for filling in the RWH pit
1.2
-
-
... More
Supplying and fixing C.I.steps.
585
-
-
... More
Colour washing two coats over one coat white washing
5832.42
-
-
... More
Painting with two coats of ready mixed exterior plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt, etc., complete and including necessaary plaster of paris, putty, etc., wherever required.
For Exterior Walls
546
-
-
... More
Painting with two coats of ready mixed plastic emulsion paint of good quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt, etc., complete and including necessaary plaster of paris, putty, etc., wherever required.
For Interior Walls
384
-
-
... More
White washing three coats ( Ceiling)
69
-
-
... More
Painting two coats with superior quality of ready mixed paints of chocolate colour, light green or grey colour or any other approved colour over painting with primary coat (red lead) on new iron work.
256.6
-
-
... More
Providing and fixing 160 mm dia PVC Rainwater downfall pipe from roof to the RWH chamber for collecting the water (2 m horizontal distance from RWH pit)
30
-
-
... More
Providing and fixing 75mm dia Nahani trap (floor trap) with brass gratings
5
-
-
... More
Providing 75 mm dia PVC pipe from Nahani floor trap to the RWH chamber for collecting the rain water and tap water.
10
-
-
... More
Supplying and fixing of stainless steel ladder consisting of side support and foot rest made up of 18 SWG ,304 Grade stainless steel with stainless steel welded joints.The width of the ladder is 45cms.
35
-
-
... More
Precast slab 100mm thk in Cement Concrete 1:2:4 using SRC with Crushed stone sand (M-sand) and 12 to 20mm gauge hard broken stone jelly for reinforced cement concrete works including cost of steel, centering, shuttering and cost of steel reinforcement and including laying in position, compacting, curing, finishing,as per drawings,or as directed etc., complete.
290.83
-
-
... More
Supply and erection of Cast Iron single faced manually operated rising type penstock of following dia conforming to relevant IS with IS markings on it, having cast iron door and frame with Gunmetal seating, spindle made of Stainless steel, CI head stock with gear arrangment and hand wheel fitted in well
-
-
-
... More
750mm dia @6.0m depth
3
-
-
... More
500mm dia @4.5m depth
1
-
-
... More
700mm dia @8.0m depth
2
-
-
... More
700mm dia @7.5m depth
1
-
-
... More
600mm dia @7.0m depth
2
-
-
... More
500mm dia @5.0m depth
1
-
-
... More
400mm dia @ 6.0m depth
2
-
-
... More
600mm dia @ 7.5m depth
1
-
-
... More
600mm dia @ 8.0m depth
1
-
-
... More
450mm dia @ 6.0m depth
1
-
-
... More
450mm dia @ 5.0m depth
1
-
-
... More
250mm dia @ 4.5m depth
1
-
-
... More
Supply and installation of SS open mesh flooring of grade 316 with 25x6mm thick flats for outer frame and 25x3mm SS and 12x3mm SS flats spaced at 30mm and 60mm respectively and 50x10mm SS flats for mesh support and 50x50x6mm SS angle for opening forming a mesh over the surface of the well etc,complete.
12544
-
-
... More
Supplying and fixing SS screen of grade 316. The screen shall be fabricated out of stainless steel flats of 50 x 10mm. The outer frame also shall be of 50 x 10mm fixed inside the well for seating the screen. The screen shall be so fabricated that the inclined portion of the screen is fixed and the horizontal portion of the screen is a removable one for lifting the pump for maintenance purpose. Outer frame and 50x10mm SS flats spaced at 35mm centre to centre to serve bar screens inside the screen well
10955
-
-
... More
Supply and fixing ISMB 600mm of 122kg/m for 11m on column over suction well
1342
-
-
... More
Supply and fixing ISMB 600mm of 122kg/m for 11.5m on column over suction well
4209
-
-
... More
Supply and fixing ISMB 600mm of 122kg/m for 13m on column over suction well
1586
-
-
... More
Supply and fixing ISMB 300mm of 42.2kg/m for 7.0m on column over suction well
296
-
-
... More
Supply and fixing ISMB 300mm of 42.2kg/m for 5.5m on column over screen/grit well
466
-
-
... More
Supply and fixing ISMB 400mm of 52.4kg/m for 7.5m length
498
-
-
... More
Supply and fixing ISMB 400mm of 66.3kg/m for 6m on column over suction well
398
-
-
... More
Supply and fixing ISMB 400mm of 66.3kg/m for 8m on column over suction well
1062
-
-
... More
Supply and fixing ISMB 400mm of 66.3kg/m for 6.5m on column over suction well
431
-
-
... More
Supply and fixing ISMB 300mm of 42.2 kg/m for 5m length
422
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 8m facilitate for horizontal movement on the beam etc complete for suction well
2
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 13m facilitate for horizontal movement on the beam etc complete for suction well
1
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 9m facilitate for horizontal movement on the beam etc complete for suction well
1
-
-
... More
Erecting pulley block of 1Tonne capacity with a 3m chain including additional chain length of 5m facilitate for horizontal movement on the beam etc complete for well
1
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 7m facilitate for horizontal movement on the beam etc complete for suction well
1
-
-
... More
Erecting pulley block of 1Tonne capacity with a 3m chain including additional chain length of 8m facilitate for horizontal movement on the beam etc complete for well
2
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 9m facilitate for horizontal movement on the beam etc complete for suction well
1
-
-
... More
Erecting pulley block of 1Tonne capacity with a 3m chain including additional chain length of 8m facilitate for horizontal movement on the beam etc complete for well
2
-
-
... More
Erecting pulley block of 1Tonne capacity with a 3m chain including additional chain length of 6m facilitate for horizontal movement on the beam etc complete for well
2
-
-
... More
Erecting pulley block of 1Tonne capacity with a 3m chain including additional chain length of 7m facilitate for horizontal movement on the beam etc complete for well
1
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 9m facilitate for horizontal movement on the beam etc complete for suction well
1
-
-
... More
Painting with superior quality ready mixed paint of chocolate, light green, grey or any other approved colour over ISMB (for new iron work two coats).
200.78
-
-
... More
Providing and fixing colour glazed European water closet with rose wood seatings (Black) low level flushing tank with fittings, etc., complete.
1
-
-
... More
Providing and fixing 100 mm dia CI soil or vent pipe
2.8
-
-
... More
Providing and fixing 50 mm dia CI soil pipe bend without door arrangement for bathroom
1
-
-
... More
Providing and fixing 100mm dia CI soil or vent pipe bend without door arrangements
1
-
-
... More
Providing and fixing 50 mm dia CI soil or vent pipe for bathroom
1.5
-
-
... More
Providing and fixing 15 x 10 cm SW gully trap with CI gratings in BJ concrete in CM 1:4:10 with silt pit diaphragm arrangements etc., complete.
1
-
-
... More
Supplying, laying jointing and testing 110 mm dia UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete at average depth of 1.5 m
7
-
-
... More
Construction of inspection chamber with earth work excavation for foundation, 23cm thick concrete bed using M-sand and 40mm brick jelly concrete in C.M. 1:4:10 (SRC & M-Sand) for foundation, brick work in C.M. 1:6 (SRC & M-Sand) for chamber, plastering with C.M. 1:3 (SRC & M-Sand),12mm thick, benching, channelling, supplying and fixing 60x60cm extra heavy duty FRC cover and frame, etc., complete for
a. 60cm x 60cm x 75cm
1
-
-
... More
Supplying and fixing 55cm x 40cm colour glazed wash basin with lead and brass connections, C.P. Pillar Tap and other fittings, etc., complete
1
-
-
... More
Supplying and fixing best mirror of size 60cmx45cm of 6mm thick with plywood back including necessary fittings, etc., complete
1
-
-
... More
Supplying and fixing C.P towel rails 45cmx 20mm
1
-
-
... More
Supplying GI pipes and specials of size 25mm dia including cutting, threading and jointing with necessary specials including carting the materials, fixing to wall with necessary clamps and screws, making holes in roof, repacking the same with necessary brickwork and plastering wherever necessary with scaffolding etc., complete
104
-
-
... More
Supplying and fixing 25 mm dia GM Gate Valve
6
-
-
... More
Supplying and fixing 25 mm dia GM foot Valve
6
-
-
... More
Supplying and fixing 20mm dia C.P Screw down Tap
7
-
-
... More
Supply and delivery of Electric Monoset centrifugal pump of capacity 100lpm and 20m head conforming to IS 9079:2002 as amended from time to time, with CI FG 200 Casing ,hydraulically and dynamically balanced Bronze grade LTB-2 impeller, impellerring and casing ring, stainless steel shaft capable of discharging required quantity of water against a total head noted below due to all causes. Pump shall of BEE 3 Star Rated and capable of discharging the specified quantity at the head noted at the minimum NPSHA at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase , 415 V+/- 10% , 50 Hz +/- 5%. Squirrel cage induction motor for continuous operation. The speed of the Pump and Motor shall be not less than 2700 to 2900 RPM respectively.
6
-
-
... More
Supply and delivery and fixing of HDPE tank 500 litres capacity as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges as directed at site etc.,
5
-
-
... More
Supply and delivery and fixing of HDPE tank 1000 litres capacity as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges as directed at site etc.,
1
-
-
... More
Supplying and fixing in position Cement based hydrualically pressed Anti-Skid tiles (pattern design) 20 mm thick in cement mortar 1:3 , 20 mm thick & pointed with same colour of cement etc.,complete.
3
-
-
... More
Laying CC 1:2:4 (M-sand) for RCC sun shade works using 20mm HBG jelly 80mm thick at wall end and 50mm thick at free end and projecting 600mm from wall face moulded along with RCC lintels and tailed into full thickness of wall where there are no lintels excluding cost of steel reinforcement but including centering, shuttering, compacting, curing and finishing etc. complete.
42
-
-
... More
Supplying hard broken granite stone jelly I.S.S 40 mm for filling
1.2
-
-
... More
Supplying hard broken granite stone jelly I.S.S 20 mm for filling
1.2
-
-
... More
Supply of PVC slotted pipe, 160 mm dia
44.4
-
-
... More
Supply of PVC end cap 160 mm dia
6
-
-
... More
Drilling of bore well of size 16" dia in sedimentary formation using hand boresets including insertion of casing pipes suppling and packing of pebbels and conveyance of hand boreset including loading and unloading
48
-
-
... More
Providing and fixing FRC cover and frame of size 60 x 60 cm including necessary masonry work and plastering etc. complete
6
-
-
... More
Construction of Sluice Valve Chamber in second class brick work in CM 1:4 (M-sand & SRC) proportion with 12mm thick outside plastering in CM1:3 (M-sand) and 20mm thick inside plastering in CM 1:3 (M-sand & SRC) proportion, RCC cover slab in M20 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm , bed block in CC 1:2:4 (M-sand &SRC) proportion using 20mm gauge hard broken stone jelly , chamber foundation in PCC 1:3:6 (M-sand & SRC) proportion using 40 mm jelly including cost of reinforcement, shuttering and labour charges,earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m,sand filling,refilling and disposal of surplus earth ,fixing CI steps, etc. complete and including providing and fixing FRC cover and frame of size 60cmx60cm including necessary masonry work and plastering etc complete as per specification and as per drawing.
-
-
-
... More
1.35 x 1.2 x 1.55m size for 100 to 250mm dia Sluice Valve
3
-
-
... More
2.5 x 1.5 x 2.5m size for 300mm to 400mm dia Sluice Valve
1
-
-
... More
Construction of Double Air valve Chamber in second class brick work in CM 1:4 (M-sand & SRC) proportion with 12mm thick outside plastering in CM1:3 (M-sand) and 20 mm thick inside plastering in CM 1:3 (M-sand & SRC) proportion, RCC cover slab in M20 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm , bed block in CC 1:2:4 (M-sand &SRC) proportion using 20 mm gauge hard broken stone jelly , chamber foundation in PCC 1:3:6 (M-sand & SRC) proportion using 40 mm jelly including cost of reinforcement , shuttering and labour charges,earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m,sand filling,refilling and disposal of surplus earth ,fixing CI steps, etc. complete and including providing and fixing FRC cover and frame of size 60cmx60cm including necessary masonry work and plastering etc complete as per specification and as per drawing.
-
-
-
... More
1.2 x 0.9 x 1.8m size for 80mm Dia Double Air Valve
5
-
-
... More
1.5 x 1.2 x 2.3m size for 100 to 150mm dia Double Air Valve
1
-
-
... More
1.5 x 1.2 x 2.3m size for 200mm dia Double Air Valve
5
-
-
... More
Construction of Rising Main Disposal chamber of size 1.2 m X 1.0 m X 1.0 m using SRC with M-Sand with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 for foundation, brick work in C.M. 1:6 for chamber, plastering with C.M. 1:3,12mm thick, benching, channelling, supplying and fixing 60x60cm medium weight FRC cover and frame, etc., complete
4
-
-
... More
Construction of Chamber for Electromagnetic Flow Meter using machine batched machine mixed and machine vibrated design mix Sulphate Resistance Cement concrete of M25 grade (M-sand & SRC) for reinforced cement concrete structural elements with RCC cover slab in CC 1:2:4 proportion under controlled water cement ratio, using 12-20 mm jelly, chamber foundation in PCC 1:3:6 proportion using 40 mm jelly using SRC & M-sand, bed block in CC 1:2:4 (M-sand & SRC) using 20mm jelly, including cost of reinforcement and labour charges,earth work excavation,sand filling,refilling and disposal of surplus earth ,fixing CI steps, etc. complete as directed by the Engineer at site as per specification of size as mentioned below
-
-
-
... More
1.5m x 1.5m x 2.3m for 150-200mm Dia Flow meter
3
-
-
... More
1.7m x 1.6m x 2.3m for 250-300mm Dia Flow meter
1
-
-
... More
1.75 m x 1.6 m x 2.3 m for 350mm Dia Flow meter
2
-
-
... More
1.9 m x 1.75 m x 2.3 m for 450mm Dia Flow meter
1
-
-
... More
Providing and fixing gardening items on site as directed.
-
-
-
... More
Spider Lilly
280
-
-
... More
Providing and fixing plants and shrubs on compound wall & inside the pumping station as directed
1008
-
-
... More
Clearing heavy jungle
16540
-
-
... More
R.C.C. approach road at SPS site: Construction of R.C.C. approach road (3mt. wide) including clearance of site, required excavation, granular sub-base layer (300mm thk.) with C.C. M-10 of Dry Lean Concrete (150mm thk.) and M-30 grade of C.C. (100mm thk.) as per mix desing and applicable MORTH standards including joints, reinforcement of 10mm dia. at 230mm c/c both way, other material, labour charges etc. as directed by engineer incharge.
489
-
-
... More
Band course work flat 10mm to 12mm thick and 50mm deep with C.M. 1:3 (Crushed stone sand (M-sand) including curing, etc., complete as directed
1033.2
-
-
... More
Supplying and fixing PVC water bar, 150 mm wide for construction joint
2113.44
-
-
... More
Hiring charges for Electrically operated Breaker machine for demolishing and breaking the Concrete debris of OHT
640
-
-
... More
Hiring charges for JCB for levelling and loading for removal of concrete
64
-
-
... More
Transportation charges for clearing the Broken concrete debris to near by SPS location
40
-
-
... More
Removing the EB main switch box,meter and allied works for reuse
a)Electrician Category II
4
-
-
... More
Barrication all around the OHT from top to bottom upto 10m using Green net cloth with scaffholding
1887.6
-
-
... More
Labour for cleaning,watering the structures frequently (to avoid dust) diverting the trafficc oneither side of the street
60
-
-
... More
Dismantling and removing the GI pipes and specials,Dispaly Board and other allied works including neatly stacking the materials from the OHT site
Plumber Category I
8
-
-
... More
Mazdoor Category II
8
-
-
... More
Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.
61.4
-
-
... More
Supplying and fixing FRC cover and frame of size 60x60cm including necessary masonry work and plastering etc complete.
2
-
-
... More
Cutting Asphaltic Road - NBR
75.53
-
-
... More
BILL NO.3 Supply, delivery, erection & commissioning of electrically driven non clog submersible sewage pumpsets with allied electrical works including Odour control units for the sewage pumping stations at Okkium Thoraipakkam
-
-
-
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Supply, delivery, erection, commissioning & testing of 11 kV, 6 - Pole (RSJ of suitable size) out door Sub Station to receive the EB Supply and to distribute to the two transformers with all supporting members, pin insulators, disc insulators, '0' gauge copper conductor for the three phases, earthing, etc., including provision for fixing gang operated AB switches, DO fuses, lightning arrestors etc., complete as per IE Rules and relevant standards.
2
-
-
... More
Supply, delivery and fixing of 11kV, 200Amps, 3 Phase, gang operated, Air Break Switches, heel mounted in horizontal position with suitable pin insulators and operating handles with locking arrangements etc.
6
-
-
... More
Supply, delivery and fixing of 11kV, 3 Phase, Horn gap fuses in the incoming side of the 11 kV supply with earthing
2
-
-
... More
Supply, delivery and fixing of 11kV, 15Amps, 3 Phase, Drop out fuses for the 11 kV supply feeding the two transformers with earthing including the rod for replacement of the fuse from the ground etc., complete.
4
-
-
... More
Supply, delivery and fixing of lightning arrestors suitable for 11 kV system and suitable for fixing on steel structure.
6
-
-
... More
Construction of transformer plinth as per CEIG requirements
4
-
-
... More
Transformer sub station erection charges
2
-
-
... More
Chain link fencing with gate including the TNEB 2 poles Spreading of materials as per CEIG requirements
2
-
-
... More
Designing and preparation of CEIG drawings, obtaining Approval and safety certificate including submission of Completion report and rectification report.
2
-
-
... More
Supply, delivery, erection , commissioning and testing of 11 kV / 433 V, 3 Phase, 50 Hz, HV Delta / LV Star, Dyn 11, out door type, copper double wound, ONAN cooled, plinth mounted, transformer of following capacity with bare bushings on the HT side and Cable box for the LT side, off load tap changer with tappings from -5%to +5% in steps of 2.5% including earthing etc., complete as per relevant IS
-
-
-
... More
315 kVA, 11kV/433V
2
-
-
... More
200 kVA, 11kV/433V
2
-
-
... More
Fabrication supply and fixing of HT metering box to accmodate the TNEB meter including earthing and necessary civil works as instructed by the site engineer
2
-
-
... More
Supply, delivery, erection, testing and commissioning of non-clog submersible sewage pumpset with following duty point, driven by 3 Ph, 415 V, AC, 50 Hz, Electrical Motor with suitable weather proof cable (Copper ) of total length of 20 m, control panel, Pedestal Coupling, required length of guide wire / guide pipe, M.S.(GLVD) lifting chain, necessary level controlling probes with sufficient length of armoured copper LTUG cable to connect the probe from the junction box to the control panel, fasteners including laying of pump cable under ground with suitable conduit and clamping on walls in trays and incidental civil works etc.complete.
-
-
-
... More
504 lpm against a total head of 10 m (LS-01)
2
-
-
... More
2186 lpm against a total head of 13 m (LS-02)
2
-
-
... More
1652 lpm against a total head of 14 m (LS-03)
2
-
-
... More
1428 lpm against a total head of 16 m (SPS-01)
3
-
-
... More
4790 lpm against a total head of 27 m (SPS-02)
3
-
-
... More
8199 lpm against a total head of 25 m (SPS-03)
3
-
-
... More
1455 lpm against a total head of 11 m (SPS-04)
2
-
-
... More
4707 lpm against a total head of 17 m (SPS-05)
3
-
-
... More
3016 lpm against a total head of 23 m (SPS-06)
3
-
-
... More
Supply, delivery, erection, testing and commissioning of electrically driven non-clog sewage submersible Grit pumpset including agitator arrangements, with the following duty point, including required capacity 3 Ph, 415 V, AC, 50Hz Electrical Motor with suitable weather-proof cable (copper ) of total length 25 m, control panel, Skirtbase, Flanged Elbow, lifting chain M.S.(GLVD) of length 10m, necessary level controlling probes with sufficient length of armoured copper LTUG cable to connect the probe from the junction box to the control panel, fasteners including laying of pump cable under ground with suitable conduit and clamping on walls / trays and incidental civil works etc.complete.
-
-
-
... More
Grit Pump - 500 lpm against a total head of 9 m
6
-
-
... More
Supply, delivery, erection, testing and commissioning of following sizes of power shunt capacitor for power factor improvement, suitable to operate on 415V, 3Ph,50Hz A/C supply, on suitable angle iron frame-works (37.5 mm x 37.5 mm x 6.24mm ) at a height of 0.25m from the ground, including earthing and incidental civil works etc., complete.
-
-
-
... More
1 kVAR (LS-01)
2
-
-
... More
4 kVAR (LS-03 & SPS-01)
5
-
-
... More
Grit Pump - 2 kVAR (SPS-01 to SPS-06)
6
-
-
... More
17 kVAR (SPS-02)
3
-
-
... More
25 kVAR (SPS-03)
3
-
-
... More
2 kVAR (SPS-04)
2
-
-
... More
13 kVAR (SPS-05)
3
-
-
... More
10 kVAR (SPS-06)
3
-
-
... More
6 kVAR (LS-02)
2
-
-
... More
Supply and fixing of Triple pole fuse carrier in MS sheet steel encloure with provision for accomadating the TNEB meter including earthing etc., complete
-
-
-
... More
32Amps Triple Pole fuse carrier
1
-
-
... More
63Amps Triple Pole fuse carrier
3
-
-
... More
100Amps Triple Pole fuse carrier
1
-
-
... More
300Amps Triple Pole fuse carrier
2
-
-
... More
Supplying and fixing of following capacity Triple Pole SFU with HRC fuses on suitable angle iron frame with earth connection only.
-
-
-
... More
32Amps Triple pole SFU with HRC fuses
1
-
-
... More
63Amps Triple pole SFU with HRC fuses
3
-
-
... More
100Amps Triple pole SFU with HRC fuses
1
-
-
... More
300Amps Triple pole SFU with HRC fuses
2
-
-
... More
Supply, delivery, erection, testing and commiossioning of floor mounted M.V.panel with aluminium bus bars and consisting of the following accessories with necessary interconnections between busbars, switches and trunking box, measuring instruments such as voltmeters,ammeters with selectorswitches, energy meter,phase indicating lamps, etc., complete with incidental civil works & constructing concrete plinth for MV Panel above MFL and comprising of following and as per specifications and drawing:
-
-
-
... More
Capacity of M.V. Panel - 32 Amps (LS-01)
32 A FP(SN) MCCB 25 kA (for EB) - 1 No
16 A TP MCCB 25 kA for Sew. Pump - 2 Nos
16A TPMCCB25kA (forSew. Pumpcap.)-2Nos
1
-
-
... More
Capacity of M.V panel - 63Amps (LS-02)
63 A FP(SN) MCCB 25 kA (for EB) - 1 No
32 A TP MCCB 25 kA for Sew. Pump - 2 Nos
63A TPMCCB25kA (forSew. Pumpcap.)-2Nos
1
-
-
... More
Capacity of M.V panel - 100Amps (SPS-01)
100 A FP(SN) MCCB 25 kA (for EB-1No)
63 A FP(SN) MCCB 25 kA (for DG-1No)
32 A TP MCCB 25 kA (for Sew.Pump-3Nos)
20 A TP MCCB 25 kA (for Grit Pump-1No)
32 A TP MCCB 25kA (for Sew.Pump cap-3Nos)
16 A TP MCCB 25kA (for Grit Pump cap-1No)
63 A TP MCCB 35kA (for PLC Panel-1No)
32 A TPN MCB 10kA (for LDB & PLC-2Nos)
1
-
-
... More
Capacity of M.V. Panel - 300 Amps (SPS-05)
300 A FP(SN) MCCB 35 kA (for EB-1No)
175 A FP(SN) MCCB 35 kA (for DG-1No)
100 A TP MCCB 35 kA (for Pump 1-3Nos)
20 A TP MCCB 35 kA (for Grit Pump-1No)
63 A TP MCCB 35kA (for Pump 1 cap-3Nos)
16 A TP MCCB 25kA (for Grit Pump cap-1No)
63 A TP MCCB 35kA (for PLC Panel-1No)
32 A TPN MCB 10kA (for LDB & PLC-2Nos)
1
-
-
... More
Capacity of M.V. Panel - 600 Amps (SPS-03)
630 A FP MDO ACB 50 kA (for EB-2Nos)
350 A FP(SN) MCCB 35 kA (for DG-1No)
200 ATP MCCB 35 kA( for Sew.Pump- 3Nos)
200ATP MCCB 35kA (for Sew.Pumpcap- 3 Nos
20 A TP MCCB 35kA (for Grit Pump-1No) 16 A TP MCCB 25kA (for Grit Pump cap-1No) 63 A TP MCCB 35kA (for PLC Panel-1No)
32 A TP MCB 10kA (for LDB & PLC) - 2 Nos
1
-
-
... More
Capacity of M.V panel - 63Amps (SPS-04)
63 A FP(SN) MCCB 25 kA (for EB-1No)
50 A FP(SN) MCCB 25 kA (for DG-1No)
20 A TP MCCB 25 kA (for Pump 1-2Nos)
20 A TP MCCB 25 kA (for Grit Pump-1No)
16 A TP MCCB 25kA (for Pump 1 cap-2Nos)
16 A TP MCCB 25kA (for Grit Pump cap-1No)
63 A TP MCCB 35kA (for PLC Panel-1No)
32 A TPN MCB 10kA (for LDB & PLC-2Nos)
1
-
-
... More
Capacity of M.V. Panel - 300 Amps (SPS-06)
250 A FP(SN) MCCB 35 kA (for EB-1No)
150 A FP(SN) MCCB 35 kA (for DG-1No)
75 A TP MCCB 35 kA (for Pump 1-3Nos)
20 A TP MCCB 35 kA (for Grit Pump-1No)
63 A TP MCCB 35kA (for Pump 1 cap-3Nos)
16 A TP MCCB 25kA (for Grit Pump cap-1No)
63 A TP MCCB 35kA (for PLC Panel-1No)
32 A TPN MCB 10kA (for LDB & PLC-2Nos)
1
-
-
... More
Capacity of M.V. Panel - 63 Amps (LS-03)
63 A FP(SN) MCCB 25 kA (for EB) - 1 No
32 A TP MCCB 25 kA for Sew. Pump - 2 Nos
32A TPMCCB25kA (forSew. Pumpcap.)-2Nos
1
-
-
... More
Capacity of M.V. Panel - 400 Amps (SPS-02)
400 A FP(SN) MCCB 50 kA (for EB)
300 A FP(SN) MCCB 35 kA (for DG)
120 A TP MCCB 35 kA for UNIT 1- 3 NOS
200 A TP MCCB 35kA (for UNIT 1 cap.) - 3 Nos
200 A TP MCCB 35kA (for UNIT 2 cap.) - 1 No
20 A TP MCCB 35kA (for Grit Pump)
32 A TP MCB 10kA (for LDB & PLC) - 2 Nos
1
-
-
... More
Supply, delivery, erection, testing and commissioning of following capacity Diesel Generator set, Phase, 50Hz, 415V, consisting of Diesel Engine capable of delivering continous brake horse power with standard fittings, water-cooled Radiator, acuostic enclosure to restrict the noise level as per TNPCB norms, Residential silencer with exhaust pipe arrangements, suitable alternator (brushless), self-excited, self-regulated, suitable for continous operation. Standard control panel consisting of ammeter with CT's and selector switch, voltmeter with selector switch MCCB, energy meter, earth fault relay, indicating lamps, fuses, and required 1.1KV grade PVC armoured aluminium cable from alternator to alternator control panel , 12/24V battery, battery leads, battery charger etc.Coupling with guard ,Fuel tank ( 8 hours capacity ) common rigid MS channel Base frame, antivibration mounting pads, etc. complete.
-
-
-
... More
Capacity of D.G. Set - 40 kVA
1
-
-
... More
Capacity of D.G. Set - 125 kVA
1
-
-
... More
Capacity of D.G. Set - 250 kVA
1
-
-
... More
Capacity of D.G. Set - 30 kVA
1
-
-
... More
Capacity of D.G. Set - 100 kVA
1
-
-
... More
Capacity of D.G. Set - 180 kVA
1
-
-
... More
Supplying and clamping of variuos sizes of PVC insulated PVC sheathed armoured aluminium LT UG cable by MS clamps on wall or in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed.
-
-
-
... More
- DO - 2 core 4 sq.mm. (Wall)
90
-
-
... More
- DO - 3 core 6 sq.mm. (Wall)
340
-
-
... More
- DO - 3 core 10 sq.mm. (Wall)
120
-
-
... More
- DO - 3 core 16 sq.mm. (Wall)
180
-
-
... More
- DO - 3 core 35 sq.mm. (Wall)
150
-
-
... More
- DO - 3 ½ core 25 sq.mm. (Wall)
35
-
-
... More
- DO - 3 ½ core 35 sq.mm. (Wall)
20
-
-
... More
- DO - 3 ½ core 50 sq.mm. (Wall)
35
-
-
... More
- DO - 3 ½ core 70 sq.mm. (Wall)
150
-
-
... More
- DO - 3 ½ core 150 sq.mm. (Wall)
150
-
-
... More
- DO - 3 ½ core 240 sq.mm. (Wall)
15
-
-
... More
- DO - 3 ½ core 300 sq.mm. (Wall)
15
-
-
... More
- DO - 4 core 6 sq.mm (Wall)
410
-
-
... More
- DO - 4 core 10 sq.mm (Wall)
300
-
-
... More
- DO - 3 core 2.5 sq.mm. copper (UG)
1300
-
-
... More
- DO - 3 ½ core 25 sq.mm. (UG)
25
-
-
... More
- DO - 3 ½ core 95 sq.mm. (UG)
25
-
-
... More
- DO - 3 ½ core 120 sq.mm. (UG)
100
-
-
... More
- DO - 3 ½ core 300 sq.mm. (UG)
75
-
-
... More
- DO - 3 ½ core 400 sq.mm. (UG)
150
-
-
... More
- DO - 4 core 16 sq.mm (UG)
25
-
-
... More
Supplying and fixing of cable gland and termination with Al. cable lugsfor the following sizes of PVC insulated PVC sheathed armoured alumunium LT UG cable and with earth connection.
-
-
-
... More
- DO - 2 core 4 sq.mm.
18
-
-
... More
- DO - 3 core 6 sq.mm.
18
-
-
... More
- DO - 3 core 10 sq.mm.
20
-
-
... More
- DO - 3 ½ core 25 sq.mm.
4
-
-
... More
- DO - 4 core 6 sq.mm
42
-
-
... More
- DO - 4 core 10 sq.mm
32
-
-
... More
- DO - 3 core 2.5 sq.mm.
335
-
-
... More
- DO - 3 ½ core 25 sq.mm.
10
-
-
... More
- DO - 3 ½ core 35 sq.mm.
6
-
-
... More
- DO - 3 ½ core 50 sq.mm.
18
-
-
... More
- DO - 3 ½ core 70 sq.mm.
6
-
-
... More
- DO - 3 ½ core 95 sq.mm.
2
-
-
... More
- DO - 3 ½ core 120 sq.mm.
8
-
-
... More
- DO - 3 ½ core 240 sq.mm.
4
-
-
... More
- DO - 3 ½ core 300 sq.mm.
12
-
-
... More
- DO - 3 ½ core 400 sq.mm.
2
-
-
... More
- DO - 4 core 16 sq.mm
4
-
-
... More
- DO - 3 core 16 sq.mm
20
-
-
... More
Supply delivery and fixing of out door weather proof junction box fabricated in MS sheet steel (12 SWG for front 14 SWG for other sides) near the suction well for terminating the Pump power cable and control cable on an angle iron frame at convenient height for working and above the local MFL with provision for terminal block & earthing as per IS including incidental civil works etc.,complete.
-
-
-
... More
Up to 20 HP
15
-
-
... More
21 HP to 60 HP
9
-
-
... More
61 HP to 150 HP
3
-
-
... More
Supply, delivery and fixing of out door wheather proof Local Push Button station in the compartment provided in the Junction Box with 1 No"ON" and 1 No "OFF" push buttons (the "OFF" push button shall be locable in "OFF" position).
27
-
-
... More
Supply, delivery and erection of Single Phase 6 way
16 Amps, 10kA LDB with the following:
1 No. of 16A, DP RCCB
4 Nos of 6A, SP MCB
in sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete.
3
-
-
... More
Supply, delivery and erection of Three Phase 6 way 32 Amps, 10kA LDB with the following:
1 No of 40 A FP isolator for incoming supply
3 Nos. of 16A, DP RCCB
3 Nos. of 16A, SP MCB
1 No of 16A, DP MCB
3 Nos of 6A, DP MCB
in sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete.
6
-
-
... More
Run of 2 of 2.5 sq mm PVC unsheathed aluminium single core cable in PVC pipe for mains with continuous earth connection by 14 SWG wire From the MCB DB to the Switch boards in office, store,and 16A power socket.
675
-
-
... More
Wiring with 2.5 sq mm PVC insulated single core aluminium cables of 650 V Grade on suitable rigid PVC pipe on wall and ceiling with PVC accessories, with MS switch box covered with 3 mm thick hylam sheet with continous earth wire connection of 14 SWG TC wire.
-
-
-
... More
Light points
92
-
-
... More
Fan Points
6
-
-
... More
Wiring with 2.5 sq.mm PVC unsheathed A1. single core cable on suitable rigid PVC pipe for 5A 3 pin CS plug non interlocking including supply and fixing of plug pin top in MS box with continuous earth connection by 14 SWG TC wire.
9
-
-
... More
Lighting Fixtures
-
-
-
... More
Supplying and fixing of box type 4’ 20W single LED fitting complete with TW round block and tube on ceiling or wall with connection.
58
-
-
... More
Supplying and fixing of 18 Watt LED lamp with round type LED Troffer recessed mounted fitting complete.
17
-
-
... More
Supplying and fixing of 12" sweep AC exhaust fan complete including providing necessary opening in the wall.
17
-
-
... More
Supply and fixing of 48" sweep AC ceiling fan complete with regulator with lm down rod (stem pipe) including supplying and fixing of fan clamp with side plates and cross arms.
6
-
-
... More
a)Supply and erection of 1 No 3" dia 2 m long tubular Wall Mounted post with complete 120W LED lamp with necessary fitting and other accessories etc.
18
-
-
... More
Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
255
-
-
... More
Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
54
-
-
... More
Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only
9
-
-
... More
a) Supply and erection of 1 No 3" dia 5 m long tubular Pole Mounted post with complete 250W sodium vapour lampwith necessary fitting and other accessories etc.
18
-
-
... More
Supplying and laying of PVC , LTUG cable under ground in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed for 2 core 4 sq.mm
500
-
-
... More
Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
150
-
-
... More
Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
48
-
-
... More
Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only
6
-
-
... More
Supply and delivery of the following safety equipment a) 5 kg capacity ISI marked dry chemical powder type fire extinguisher
9
-
-
... More
First Aid box ( medium)
9
-
-
... More
Fire bucket - 3 Nos with MS stand
9
-
-
... More
Rubber mat 6mm thick of 1.1 kv grade of size 2m x 1m
9
-
-
... More
Fire safety rules chart
9
-
-
... More
Shock treatment chart
9
-
-
... More
"Caution / Danger" Board
27
-
-
... More
Supply and delivery of the following tools:
-
-
-
... More
Double ended open jaw spanner set of size in mm 6x7, 8x9, 10x11, 12x13, 14x15, 16x17, 18x19, 20x22, 20x23 24x27, 25x28 & 30x32
6
-
-
... More
Ring spanner set of size in mm 6x7, 8x9, 10x11, 12x13, 14x15, 16x17, 18x19, 20x22 20x23 24x27, 25x28 & 30x32.
4
-
-
... More
Screw driver of size 12 inches
8
-
-
... More
Cutting plier of size 8 inches
8
-
-
... More
Megger kit (1000 V, 200 M ohm) with leather case
2
-
-
... More
Tong Tester ( clamp on type- multiutility)
A C voltage 0 - 750 V
AC current 0 - 1000 A D C voltage 0 - 1000 V Resistance 0 - 40 mega ohms
6
-
-
... More
Electrical tester
9
-
-
... More
Diesel Filling Pump (Hand operated )
6
-
-
... More
Measuring Dip Rod (MS) (for measuring 200 ltr. standard Barrel )
6
-
-
... More
Hack Saw frame with blade
6
-
-
... More
Lever type Grease gun
6
-
-
... More
Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete.
9
-
-
... More
Earthing as per ISI specifications with necessary masonary work
48
-
-
... More
Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipments
-
-
-
... More
25 x 6 mm GI Flat
375
-
-
... More
40 x 6 mm GI Flat
375
-
-
... More
Supply, Delivery, erection, testing and commissioning of PLC Control Panel including the Remote Terminal Unit/ Programmable Logic Controller (RTU/PLC), Human Machine Interface (HMI), GPRS modem, 1 kVA UPS and accessories along with mounting assembly & cables including installing the PLC programming package and interconnecting with the existing SCADA System at Centralized Monitoring Location (the software will be provided by CMWSSB) as directed by Engineer and interconnecting with the ultrasonic level transmitters, electromagnetic flow meters and with existing MV panels, Capacitor panels at each sewage Pumping Station to switch ON/OFF the pumps based on level feedback, Switch ON/OFF the existing capacitor bank to maintain Powerfactor as per EB norms, and to monitor EB/ DG supply including incidental civil works etc., complete.
4
-
-
... More
Supply, Delivery, erection, testing and commissioning of Ultrasonic Level Transmitter suitable for maximum depth of suction well with necessary mounting arrangements including incidental civil works etc complete.
4
-
-
... More
Operation and maintenance of the installation: Operation and maintenance of the plant with all auxiliary equipment for a period of 120 days for each station after satisfactory supply, erection , commissioning and operating the entire plant for 30 days, free of cost by the contractor before handing over the plant to the Board. ( LT/Lift Station - 3 Nos )
360
-
-
... More
Operation and maintenance of the installation: Operation and maintenance of the plant with all auxiliary equipment for a period of 120 days for each station after satisfactory supply, erection , commissioning and operating the entire plant for 30 days, free of cost by the contractor before handing over the plant to the Board. ( LT/Sewage pumping station -4 Nos)
480
-
-
... More
Operation and maintenance of the installation: Operation and maintenance of the plant with all auxiliary equipment for a period of 120 days for each station after satisfactory supply, erection , commissioning and operating the entire plant for 30 days, free of cost by the contractor before handing over the plant to the Board. ( HT/ SPS No - 2 Nos )
240
-
-
... More
Supply ,delivery, installation and commisioning of odor control equipment with required Air flow suction capacity from sewage pumping station and required components i.e;. platform for instalation,commission, Ducting, Damper, Inlet, Drainage point, View Panel, Control panel with all electric accessoiries,media fillinf port, Pre filter, Regeration Port, Outlet, Adsorption Column. All components satisfied the required design parameter and Material of construction is Poly Ethylene or MS with epoxy lining. Power supply three pahse. Noise level should be as per IS. Equipment should be capable to remove odor from sewer exhaust by using physical adsorption and chemical conversion. Adsorption uses activated carbon to act as the media.Equipments capable to remove 99.9%of all incoming contaminates.Odor control unit shall be very high efficient and capable to regenerate of carbon. Technical specification need to approved concern departmental engineer in charge.
-
-
-
... More
Air flow suction capacity : 2100 Cum/hr
3
-
-
... More
Air flow suction capacity : 4000 Cum/hr
4
-
-
... More
Provision of trasparent tank covering with suitable frames and allied works
336.19
-
-
... More
Bill No. 4: General Items – Environmental, Social, Health and Safety (ESHS) Cost Schedule
-
-
-
... More
Resources allocated to ESHS management
-
-
-
... More
Air quality monitoring
1
-
-
... More
Surface water quality monitoring
1
-
-
... More
Ground water quality monitoring
1
-
-
... More
Soil quality monitoring
1
-
-
... More
Noise quality monitoring
1
-
-
... More
Wind speed and direction monitoring
1
-
-
... More
Consultations with stakeholders regularly
1
-
-
... More
Use of IEC material and use of media channel to create public awareness on waste management
1
-
-
... More
Drafting and updating the ESHS documentation, reporting, inspections
1
-
-
... More
Implementation of the Health and Safety Plan:
Meetings, health care center, medical check-ups, emergencies and evacuations, safety protective equipment, hygiene
1
-
-
... More
Accommodation, drinking water, meals and transportation of staff(*)
(*) : The Bidder shall detail the financial conditions of the supply of accommodation, meals and transport to its staff:
- Accommodation
- Meals
- Transport
1
-
-
... More
Training and local recruitment management costs
1
-
-
... More
Protection of adjacent areas, biodiversity, prevention of erosion and wastewater management
1
-
-
... More
Traffic, noise and atmospheric emissions management, land take
1
-
-
... More
Waste and hazardous products management
1
-
-
... More
Vegetation clearing and site rehabilitation
1
-
-
... More
Bill No. 5: Construction of RCC Pipe Carrying Bridge
-
-
-
... More
Providing and installing Bored cast- in-situ reinforced cement concrete pile of 750mm diameter & 20m length below the pile cap in RMC M25 concrete to carry a safe working load not less than the specified, excluding the cost of concrete and steel reinforcement but including Betonite solution, machinery charges and Labour charges etc all complete
360
-
-
... More
Chipping of piles from pile cap bottom upto GL which includes chipping and disposal of debris, etc
6
-
-
... More
Dewatering using 20Hp diesel engine pumpset including Hirecharges,cost of Diesel, Engineoil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
2400
-
-
... More
Excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m
-
-
-
... More
0-2 m below GL
27.22
-
-
... More
Cement concrete 1:3:6 using Crushed stone sand (M-sand) 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete
-
-
-
... More
1.5m - 4.5m below GL
11.34
-
-
... More
Supply and laying of soling stones 15cm cube (un blasted)
11.34
-
-
... More
Supplying and filling crushed stone sand (M-sand) for foundations and basement including watering , consolidating , ramming, etc., complete
4.54
-
-
... More
Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental
charges for the depths
-
-
-
... More
0 to 7 m
96
-
-
... More
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade (M-sand) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing,fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
... More
Upto 1.50 m below GL
14.14
-
-
... More
From 1.5m to 4.5m below GL
28.27
-
-
... More
From 4.50m to 9.0m below GL
102.07
-
-
... More
From 9.0m to 13.50m below GL
91.61
-
-
... More
From 13.50m to 18.00m below GL
91.61
-
-
... More
From 18.00m to 22.50m below GL
91.61
-
-
... More
From 22.50m to 27.00m below GL
71.25
-
-
... More
Upto 1.50m above GL
14.14
-
-
... More
From 1.50m to 4.5m above GL
28.27
-
-
... More
From 4.50m to 9.00m above GL
202.71
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
-
-
-
... More
Upto 3.0m below G.L. (Curved surface)
56.55
-
-
... More
3.0m - 4.0m - (Curved surface)
18.85
-
-
... More
4.0m - 5.0 m - (Curved surface)
18.85
-
-
... More
5.0m - 6.0m below GL
80.64
-
-
... More
Upto 3.0m above G.L. - (Curved surface)
56.55
-
-
... More
3.0m - 4.0m - (Curved surface)
18.85
-
-
... More
4.0m - 5.0 m - (Curved surface)
18.85
-
-
... More
5.0m - 6.0m
576
-
-
... More
Supplying and fabricating CRS/Thermo Mechanically Treated High Corrosion Resistance bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works as follows 10mm -32 mm dia rod (Fe-500 D Grade with CRS material)
91970
-
-
... More
Providing Fusion Bonded Epoxy coating on reinforcement steel not less than 175 microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating
agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. For all Type of Reinforcement Bars
91970
-
-
... More
Disposal of surplus earth
27.22
-
-
... More
Hire and running charges of crane 20 tonne capacity
110
-
-
... More
Supplying and Fixing suitable M.S clamp to hold the CI pipe with the Anchor block to avoid the lifting of pipe during pumping
25
-
-
... More
Making all provisions of enabling works for the construction of pipe carrying bridge and laying jointing, erection of pipe on the bridge including but not limited to Preparation and Removal of Coffer Dam, Scafholding, including supply of all
material, machinery, labour, provision for approach way etc. required to carry out construction works for the pipe bridge inside Canal/Water locked area as directed by the Board officers complete..
1
-
-
... More
Conducting Geographical soil investigation, Design vetted by approved institution of Board, Pile load testing and preparation of estimates required as per standard specification and as directed by the Board officers complete.
1
-
-
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