Chennai Metropolitan Water Supply And Sewerage Board Tender
... More
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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender
Eprocure
Opening Date20 May 2023
Closing Date31 Aug 2023
Tender Amount₹ 33,55,00,000
Costs
EMD
₹ 67,10,000Document 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_317795_1Bid Award Id
ViewTender No
CNT/SEW/NCB/AMRUT 2.0 KfW/002/2023-24Tender 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
2220
-
-
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at 1.5m deep
3099
-
-
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at 2.0m deep
401
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295/250mm OD/ID DWC PE or PP Pipe
-
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-
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at 1.0m deep
16798
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at 1.5m deep
34405
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at 2.0m deep
11136
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Supply, delivery, laying and jointing of Double wall corrugated /structured wall 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/offline coupler and required specials confirming to IS 16098 (Part-2) type B 2013 including elastomeric sealing ring 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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238/200mm OD/ID DWC PE orPP Pipe
-
-
-
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at 2.5m deep
360
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-
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at 3.0m deep
288
-
-
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295/250mm OD/ID DWC PE or PP Pipe
-
-
-
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at 2.5m deep
4931
-
-
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at 3.0m deep
3661
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-
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at 3.5m deep
1813
-
-
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at 4.0m deep
1253
-
-
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at 4.5m deep
139
-
-
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358/300mm OD/ID DWC PE or PP pipe
-
-
-
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at 2.5m deep
28
-
-
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at 3.0m deep
346
-
-
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at 3.5m deep
577
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-
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at 4.0m deep
426
-
-
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at 4.5m deep
333
-
-
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480/400mm OD/ID DWC PE or PP pipe
-
-
-
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at 3.0m deep
414
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-
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at 3.5m deep
1138
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-
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at 4.0m deep
681
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-
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at 4.5m deep
418
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-
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597/500mm OD/ID DWC PE or PP pipe
-
-
-
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at 3.5m deep
60
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-
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at 4.0m deep
156
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-
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at 4.5m deep
473
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-
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Supply, delivery, laying and jointing of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536, 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, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including testing, 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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300mm dia CI pipe
-
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-
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at 5.0 m deep
70
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400mm dia CI pipe
-
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-
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at 5.0 m deep
125
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-
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at 6.5 m deep
20
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-
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500mm dia CI pipe
-
-
-
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at 5.0 m deep
375
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-
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at 5.5 m deep
5
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-
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600mm dia CI pipe
-
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-
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at 5.0 m deep
60
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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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250mm dia CI A class pipe at 1.5m depth
235
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-
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300mm dia CI LA class pipe at 1.5m depth
210
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-
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350mm dia CI LA class pipe at 1.5m depth
1160
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-
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350mm dia CI A class pipe at 1.5m depth
4735
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-
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500mm dia CI A class pipe at 2.0m depth
1280
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-
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600mm dia CI LA class pipe at 2.0m depth
3260
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-
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1000mm dia CI A class pipe at 2.0m depth
3930
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-
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1000mm dia CI B class pipe at 2.0m depth
2200
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-
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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 for End concrete.
1206.3
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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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-
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at 1.0m deep
1199
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at 1.5m deep
1120
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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 machinehole 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
423
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at 2.5m deep
206
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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
182
-
-
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at 3.5m deep
129
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-
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at 4.0m deep
94
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-
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at 4.5m deep
27
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-
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at 5.0m deep
5
-
-
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1500mm dia Circular machine hole for Sewers (500mm dia & above)
-
-
-
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at 3.5m deep
3
-
-
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at 4.0m deep
5
-
-
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at 4.5m deep
19
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-
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at 5.0m deep
14
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-
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at 5.5m deep
1
-
-
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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.
218
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-
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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
240526
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Road Cutting
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Cutting Asphaltic Road
-
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Non Bus Route
143098.2
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Bus Route
22009.15
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Cutting Cement Concrete Road
2084.51
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Cutting CI Pipes
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250mm
11
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-
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300mm
10
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350mm
64
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400mm
7
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500mm
28
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600mm
38
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-
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700mm
2
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-
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1000mm
57
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-
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Cutting DWC PE or PP Pipes
-
-
-
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238/200mm OD/ID DWC PE or PP Pipe
213
-
-
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295/250mm OD/ID DWC PE or PP Pipe
2478
-
-
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358/300mm OD/ID DWC PE or PP Pipe
63
-
-
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480/400mm OD/ID DWC PE or PP Pipe
92
-
-
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570/500mm OD/ID DWC PE or PP pipe
25
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-
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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
191725
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-
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160mm dia upto a depth of 1.5m
47932
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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 105m
17429
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-
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60 x 60 x 150cm
4358
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-
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Supply & fixing drop pipe with 'U' clamps, etc complete (inside machine holes) at required level as type design cutting, jointing and fitting as per specificaions, etc complete
-
-
-
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238/200mm OD/ID DWC PE or PP Pipe
7.55
-
-
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295/250mm OD/ID DWC PE or PP Pipe
395.21
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-
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358/300mm OD/ID DWC PE or PP Pipe
1.59
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-
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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
32094.48
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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)
98589.7
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Disposal of surplus earth (for DWC PE or PP pipe length)
36649.48
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-
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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
17429
-
-
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160mm
4358
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-
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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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-
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For end concrete
14294.42
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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.
-
-
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200mm dia DWC Pipe
328
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-
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250mm dia DWC Pipe
6132
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-
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300mm dia DWC Pipe
586
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-
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400mm dia DWC Pipe
886
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-
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500mm dia DWC Pipe
306
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-
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Supply, delivery, erection of sheet piles and fixing in position using timbering for trenches of average depths 1.5m to 2.0m, including hire charges of sheet piles, dismantling the shoring after completion of work, etc., complete.
-
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-
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200mm dia DWC/CI Pipe
-
-
-
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at 1.5m deep
775
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-
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at 2.0m deep
100
-
-
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250mm dia DWC/CI Pipe
-
-
-
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at 1.5m deep
8602
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-
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at 2.0m deep
2785
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-
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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, 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 and initial lift of 2m., lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc.
-
-
-
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1000mm D/Soc CI 90o Bend
17
-
-
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1000mm D/Soc CI 45o Bend
14
-
-
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1000mm D/Soc CI 22.5o Bend
15
-
-
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600mm D/Soc CI 90o Bend
17
-
-
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600mm D/Soc CI 45o Bend
5
-
-
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600mm D/Soc CI 22.5o Bend
5
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-
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500mm D/Soc CI 90o Bend
5
-
-
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500mm D/Soc CI 45o Bend
3
-
-
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500mm D/Soc CI 22.5o Bend
4
-
-
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350mm D/Soc CI 90o Bend
28
-
-
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350mm D/Soc CI 45o Bend
12
-
-
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350mm D/Soc CI 22.5o Bend
14
-
-
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300mm D/Soc CI 45o Bend
1
-
-
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300mm D/Soc CI 22.5o Bend
2
-
-
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250mm D/Soc CI 90o Bend
1
-
-
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250mm D/Soc CI 45o Bend
2
-
-
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250mm D/Soc CI 22.5o Bend
1
-
-
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1000 mm F/Spi Tail Piece
6
-
-
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1000 mm F/Soc Tail Piece
4
-
-
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700 mm F/Spi Tail Piece
2
-
-
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700 mm F/Soc Tail Piece
2
-
-
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600 mm F/Spi Tail Piece
8
-
-
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600 mm F/Soc Tail Piece
6
-
-
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500 mm F/Spi Tail Piece
2
-
-
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500 mm F/Soc Tail Piece
2
-
-
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400 mm F/Spi Tail Piece
3
-
-
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400 mm F/Soc Tail Piece
2
-
-
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350 mm F/Spi Tail Piece
12
-
-
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350 mm F/Soc Tail Piece
10
-
-
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300 mm F/Spi Tail Piece
5
-
-
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300 mm F/Soc Tail Piece
4
-
-
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250 mm F/Spi Tail Piece
8
-
-
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250 mm F/Soc Tail Piece
8
-
-
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250 mm CI collars
6
-
-
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300 mm CI collars
1
-
-
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350 mm CI collars
2
-
-
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400 mm CI collars
2
-
-
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600 mm CI collars
2
-
-
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700 mm CI collars
2
-
-
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350 x 250 mm D/S taper
10
-
-
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500 x 350 mm D/S taper
2
-
-
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600 x 400 mm D/S taper
4
-
-
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800 x 700 mm D/S taper
4
-
-
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1000 x 800 mm D/S taper
4
-
-
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150 x 100 mm D/F taper
12
-
-
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200 x 100 mm D/F taper
4
-
-
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200 x 150 mm D/F taper
16
-
-
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250 x 150 mm D/F taper
3
-
-
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300 x 150 mm D/F taper
5
-
-
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350 x 200 mm D/F taper
10
-
-
... More
350 x 300 mm D/F taper
3
-
-
... More
400 x 250 mm D/F taper
6
-
-
... More
400 x 350 mm D/F taper
9
-
-
... More
450 x 300 mm D/F taper
6
-
-
... More
500 x 450 mm D/F taper
2
-
-
... More
600 x 400 mm D/F taper
6
-
-
... More
600 x 450 mm D/F taper
4
-
-
... More
800 x 600 mm D/F taper
4
-
-
... More
1000 x 800 mm D/F taper
4
-
-
... More
600 x 350 mm CI A/s Tee
1
-
-
... More
1000 x 600 mm CI A/s Tee
2
-
-
... More
250 x 80 mm CI D/Soc/Fl Tee
1
-
-
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300 x 80 mm CI D/Soc/Fl Tee
1
-
-
... More
350 x 80 mm CI D/Soc/Fl Tee
5
-
-
... More
500 x 150 mm CI D/Soc/Fl Tee
1
-
-
... More
600 x 150 mm CI D/Soc/Fl Tee
4
-
-
... More
1000 x 200 mm CI D/Soc/Fl Tee
5
-
-
... More
250 x 150 mm CI A/F Radial Tee
2
-
-
... More
300 x 150 mm CI A/F Radial Tee
2
-
-
... More
350 x 200 mm CI A/F Radial Tee
11
-
-
... More
500 x 400 mm CI A/F Radial Tee
3
-
-
... More
600 x 400 mm CI A/F Radial Tee
6
-
-
... More
1000 x 600 mm CI A/F Radial Tee
6
-
-
... More
300 x 200 mm CI A/F Tee
3
-
-
... More
350 x 250 mm CI A/F Tee
3
-
-
... More
400 x 250 mm CI A/F Tee
3
-
-
... More
100 mm D/F 90o Duckfoot bend
15
-
-
... More
150 mm D/F 90o Duckfoot bend
15
-
-
... More
250 mm D/F 90o Duckfoot bend
9
-
-
... More
350 mm D/F 90o Duckfoot bend
1
-
-
... More
600 mm D/F 90o Duckfoot bend
2
-
-
... More
1000 mm D/F 90o Duckfoot bend
2
-
-
... More
150mm dia D/F CI 90o Bend
11
-
-
... More
200mm dia D/F CI 90o Bend
13
-
-
... More
250mm dia D/F CI 90o Bend
7
-
-
... More
300mm dia D/F CI 90o Bend
1
-
-
... More
350mm dia D/F CI 90o Bend
10
-
-
... More
400mm dia D/F CI 90o Bend
6
-
-
... More
500mm dia D/F CI 90o Bend
1
-
-
... More
600mm dia D/F CI 90o Bend
6
-
-
... More
1000mm dia D/F CI 90o Bend
4
-
-
... More
250 mm dia CI Blank flange
1
-
-
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300 mm dia CI Blank flange
2
-
-
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350 mm dia CI Blank flange
6
-
-
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400 mm dia CI Blank flange
1
-
-
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500 mm dia CI Blank flange
1
-
-
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600 mm dia CI Blank flange
2
-
-
... More
1000 mm dia CI Blank flange
2
-
-
... More
250 mm CI Bell Mouth
1
-
-
... More
300 mm CI Bell Mouth
1
-
-
... More
350 mm CI Bell Mouth
5
-
-
... More
500 mm CI Bell Mouth
1
-
-
... More
600 mm CI Bell Mouth
2
-
-
... More
1000 mm CI Bell Mouth
2
-
-
... More
250 mm 1.0m cut pipe LA
2
-
-
... More
250 mm 1.0m cut pipe A
9
-
-
... More
300 mm 1.0m cut pipe LA
1
-
-
... More
350 mm 1.0m cut pipe A
2
-
-
... More
400 mm 1.0m cut pipe LA
4
-
-
... More
700 mm 1.0m cut pipe A
2
-
-
... More
700 mm 1.0m cut pipe B
2
-
-
... More
350 mm 2.0m cut pipe LA
1
-
-
... More
600 mm 2.0m cut pipe LA
2
-
-
... More
Supply, conveying and fixing following CI D/F pipes as per latest revision of IS 1537 with ISI markings on it excluding earthwork excavation
-
-
-
... More
1000 mm D/F C.I pipe - 0.5m long
6
-
-
... More
1000 mm D/F C.I pipe - 3.0m long
4
-
-
... More
600 mm D/F C.I pipe - 0.5m long
8
-
-
... More
600 mm D/F C.I pipe - 1.0m long
2
-
-
... More
600 mm D/F C.I pipe - 2.0m long
2
-
-
... More
600 mm D/F C.I pipe - 1.5m long
2
-
-
... More
600 mm D/F C.I pipe - 3.0m long
2
-
-
... More
500 mm D/F C.I pipe - 0.5m long
3
-
-
... More
500 mm D/F C.I pipe - 1.0m long
1
-
-
... More
400 mm D/F C.I pipe - 0.5m long
15
-
-
... More
400 mm D/F C.I pipe - 1.0m long
9
-
-
... More
400 mm D/F C.I pipe - 1.5m long
6
-
-
... More
400 mm D/F C.I pipe - 2.0m long
9
-
-
... More
400 mm D/F C.I pipe - 2.5m long
6
-
-
... More
400 mm D/F C.I pipe - 3.0m long
6
-
-
... More
350 mm D/F C.I pipe - 0.5m long
21
-
-
... More
350 mm D/F C.I pipe - 1.0m long
41
-
-
... More
350 mm D/F C.I pipe - 1.5m long
7
-
-
... More
350 mm D/F C.I pipe - 2.0m long
4
-
-
... More
350 mm D/F C.I pipe - 3.0m long
4
-
-
... More
300 mm D/F C.I pipe - 0.5m long
5
-
-
... More
300 mm D/F C.I pipe - 1.0m long
31
-
-
... More
250 mm D/F C.I pipe - 0.5m long
17
-
-
... More
250 mm D/F C.I pipe - 1.0m long
73
-
-
... More
250 mm D/F C.I pipe - 1.5m long
9
-
-
... More
250 mm D/F C.I pipe - 2.0m long
6
-
-
... More
250 mm D/F C.I pipe - 2.5m long
6
-
-
... More
250 mm D/F C.I pipe - 3.0m long
6
-
-
... More
200 mm D/F C.I pipe - 0.5m long
31
-
-
... More
200 mm D/F C.I pipe - 1.0m long
24
-
-
... More
200 mm D/F C.I pipe - 1.5m long
26
-
-
... More
200 mm D/F C.I pipe - 2.0m long
7
-
-
... More
200 mm D/F C.I pipe - 2.5m long
6
-
-
... More
200 mm D/F C.I pipe - 3.0m long
13
-
-
... More
150 mm D/F C.I pipe - 2.0m long
15
-
-
... More
150 mm D/F C.I pipe - 0.5m long
28
-
-
... More
150 mm D/F C.I pipe - 1.0m long
17
-
-
... More
150 mm D/F C.I pipe - 1.5m long
11
-
-
... More
150 mm D/F C.I pipe - 3.0m long
11
-
-
... 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
4
-
-
... More
100mm dia D/F CI Pipe -2.0m length
11
-
-
... More
100 mm dia D/F CI bend 90o bend
4
-
-
... More
100 mm D/F 90oDuck Foot Bend
4
-
-
... More
FLOW METER
-
-
-
... More
600 mm D/F C.I pipe - 2.4m long
2
-
-
... More
600 mm D/F C.I pipe - 6.0m long
2
-
-
... More
300 mm D/F C.I pipe - 1.2m long
3
-
-
... More
300 mm D/F C.I pipe - 3.0m long
3
-
-
... 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)
8
-
-
... More
Supplying, laying , jointing and testing 110 mm dia UPVC pipes SN8-SDR 34(S 16.5) AS PER IS 15328/2003 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 , disposal the surplus earth, etc. complete at an average depth of 1.0m.
20
-
-
... 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 piece including loading, transportation charges and stacking etc complete as per specifications for the following sizes
-
-
-
... More
80mm DN Sluice valve
7
-
-
... More
100mm DN Sluice valve
1
-
-
... More
150mm DN Sluice valve
15
-
-
... More
200mm DN Sluice valve
18
-
-
... More
250mm DN Sluice valve
12
-
-
... More
300mm DN Sluice valve
1
-
-
... More
350mm DN Sluice valve
5
-
-
... More
400mm DN Sluice valve
8
-
-
... More
600mm DN Sluice valve
2
-
-
... More
700mm DN Sluice valve
2
-
-
... 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 (PN-1) with ISI marking including loading, transportation charges and stacking etc complete as per specifications
-
-
-
... More
150mm DN Non-return Valve
11
-
-
... More
200mm DN Non-return Valve
13
-
-
... More
250mm DN Non-return Valve
6
-
-
... More
350mm DN Non-return Valve
3
-
-
... More
400mm DN Non-return Valve
6
-
-
... 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
200mm Double Air valve
5
-
-
... More
150mm Double Air valve
4
-
-
... More
100mm Double Air valve
1
-
-
... More
80mm Double Air valve
7
-
-
... 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
250 mm
47
-
-
... More
300 mm
19
-
-
... More
350mm
169
-
-
... More
400mm
12
-
-
... More
500 mm
30
-
-
... More
600 mm
106
-
-
... More
700 mm
14
-
-
... More
800 mm
8
-
-
... More
1000 mm
116
-
-
... More
Jointing the C.I 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 jointing materials etc incomplete.
-
-
-
... More
80 mm
14
-
-
... More
100 mm
66
-
-
... More
150 mm
168
-
-
... More
200 mm
184
-
-
... More
250 mm
176
-
-
... More
300 mm
73
-
-
... More
350mm
144
-
-
... More
400mm
92
-
-
... More
450 mm
12
-
-
... More
500 mm
13
-
-
... More
600 mm
60
-
-
... More
700 mm
4
-
-
... More
800 mm
20
-
-
... More
1000 mm
34
-
-
... 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) 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
250mm dia
415
-
-
... More
300mm dia
230
-
-
... More
350mm dia
7350
-
-
... More
500mm dia
1280
-
-
... More
600mm dia
5000
-
-
... More
1000mm dia
6160
-
-
... 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
1000mm D/Soc CI 90o Bend
17
-
-
... More
1000mm D/Soc CI 45o Bend
14
-
-
... More
1000mm D/Soc CI 22.5o Bend
15
-
-
... More
600mm D/Soc CI 90o Bend
17
-
-
... More
600mm D/Soc CI 45o Bend
5
-
-
... More
600mm D/Soc CI 22.5o Bend
5
-
-
... More
500mm D/Soc CI 90o Bend
5
-
-
... More
500mm D/Soc CI 45o Bend
3
-
-
... More
500mm D/Soc CI 22.5o Bend
4
-
-
... More
350mm D/Soc CI 90o Bend
28
-
-
... More
350mm D/Soc CI 45o Bend
12
-
-
... More
350mm D/Soc CI 22.5o Bend
14
-
-
... More
300mm D/Soc CI 45o Bend
1
-
-
... More
300mm D/Soc CI 22.5o Bend
2
-
-
... More
250mm D/Soc CI 90o Bend
1
-
-
... More
250mm D/Soc CI 45o Bend
2
-
-
... More
250mm D/Soc CI 22.5o Bend
1
-
-
... 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 different units (Kiloliters / Cubic meter) 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 with IP68 protection.
-
-
-
... More
Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume.”Converter shall be supplied with a programmable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminium with glass window. The converter cum transmitter should be fully programmable form the front facia. The programming should be user friendly, self- prompting menu driven. Flow meter test calibration certificate should be provided with life cycle test certificate from FCRI, Flow test lab/NABL accredited lab as per details provided in specifications of volume -II.
-
-
-
... More
150mm dia
1
-
-
... More
200mm dia
2
-
-
... More
300mm dia
3
-
-
... More
600mmdia
2
-
-
... More
Dewatering by using well point system at the following depths including drilling borehole of size 6" to 8" using hand boresets, inserting of 150 mm dia PVC screen pipe and dewatering using submersible pumpsets and DG set which includes 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
2.5 m depth
470
-
-
... More
3.0 m depth
452
-
-
... More
3.5 m depth
361
-
-
... More
4.0 m depth
233
-
-
... More
4.5 m depth
133
-
-
... More
5.0 m depth
46
-
-
... More
Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), depth upto 5m in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 15 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by Board Engineers.
-
-
-
... More
600mm dia
120
-
-
... More
Supply and Delivery of MS pipes of preferred dimensions as per Table- 5 of IS 3589/2001 fabricated with Fe410 grade steel conforming to IS 3589:2001 and other allied codes including transportation charges
-
-
-
... More
600mm dia with 12.5mm thickness
120
-
-
... More
Provision of suitable M.S clamp to hold the DI pipe with the encasing pipe to avoid the lifting of pipe during pumping
126
-
-
... More
Inserting the following CI service pipe in MS encasing pipe etc complete as directed by engineer incharge (All labours tools and materials,plants and equipments for inserting pipes are to be supplied by the tenders/contractors at his own cost) Except the cost of CI flanged pipes
-
-
-
... More
250mm dia CI service / carrier pipe
60
-
-
... More
300mm dia CI service / carrier pipe
30
-
-
... More
350mm dia CI service / carrier pipe
30
-
-
... 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
120.27
-
-
... 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 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/offline coupler and required specials confirming to IS 16098 (Part-2) type B 2013 including elastomeric sealing ring 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 the depth upto 2.0m in Bus route roads during night hours including necessary lighting arrangements.
-
-
-
... More
238/ 200mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1.0m deep
17
-
-
... More
at 1.5m deep
90
-
-
... More
at 2.0m deep
90
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 1.0m deep
1214
-
-
... More
at 1.5m deep
2700
-
-
... More
at 2.0m deep
2294
-
-
... More
Supply, delivery, laying and jointing of Double wall corrugated /structured wall 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/offline coupler and required specials confirming to IS 16098 (Part-2) type B 2013 including elastomeric sealing ring 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 including necessary lighting arrangements
-
-
-
... More
238/200mm OD/ID DWC PE orPP Pipe
-
-
-
... More
at 2.5m deep
60
-
-
... More
at 3.0m deep
90
-
-
... More
at 3.5m deep
90
-
-
... More
at 4.0m deep
98
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
-
-
-
... More
at 2.5m deep
1685
-
-
... More
at 3.0m deep
1939
-
-
... More
at 3.5m deep
1723
-
-
... More
at 4.0m deep
827
-
-
... More
at 4.5m deep
409
-
-
... More
358/300mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 4.0m deep
6
-
-
... More
at 4.5m deep
35
-
-
... More
570/500mm OD/ID DWC PE or PP pipe
-
-
-
... More
at 4.0m deep
60
-
-
... More
at 4.5m deep
167
-
-
... More
Supply, delivery, laying and jointing of CI socket spigot pipes of LA class including rubber gaskets as per the latest revision of IS 1536 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 testing, timbering the trenches for the depths of 2.5m and above, pumping out sub soil water etc., complete in Bus route roads during night hours including necessary lighting arrangements (For Gravity Sewers).
-
-
-
... More
250mm dia CI pipe
-
-
-
... More
at 5.0 m deep
60
-
-
... More
Supply, delivery, laying and jointing of CI Socket spigot pipes including rubber gaskets as per the latest revision of IS 1536, 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 in Bus route roads during night hours including necessary lighting arrangements. (For pumping main)
-
-
-
... More
250mm dia CI A class pipe at 1.5m depth
180
-
-
... More
300mm dia CI LA class pipe at 1.5m depth
20
-
-
... More
350mm dia CI A class pipe at 1.5m depth
1455
-
-
... More
600mm dia CI LA class pipe at 2.0m depth
1740
-
-
... More
1000mm dia CI A class pipe at 2.0m depth
30
-
-
... 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 for End concrete for works in Bus route roads during night hours including necessary lighting arrangements.
164.99
-
-
... 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 etc., complete in Bus route roads during night hours including necessary lighting arrangements.
-
-
-
... More
1200mm dia Circular machine hole for Sewers (upto 450mm dia)
-
-
-
... More
at 1.0m deep
54
-
-
... More
at 1.5m deep
92
-
-
... More
at 2.0m deep
80
-
-
... More
at 2.5m deep
59
-
-
... 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
72
-
-
... More
at 3.5m deep
65
-
-
... More
at 4.0m deep
37
-
-
... More
at 4.5m deep
16
-
-
... More
at 5.0m deep
2
-
-
... More
1500mm dia Circular machine hole for Sewers (500mm dia & above)
-
-
-
... More
at 4.0m deep
2
-
-
... More
at 4.5m deep
7
-
-
... More
at 5.0m deep
1
-
-
... More
Cutting CI pipes for works in Bus route roads during night hours including necessary lighting arrangements.
-
-
-
... More
250mm
4
-
-
... More
300mm
3
-
-
... More
350mm
13
-
-
... More
600mm
12
-
-
... More
1000mm
1
-
-
... More
Cutting DWC PE Pipes for works in Bus route roads during night hours including necessary lighting arrangements.
-
-
-
... More
238/200mm OD/ID DWC PE or PP Pipe
19
-
-
... More
295/250mm OD/ID DWC PE or PP Pipe
434
-
-
... More
358/300mm OD/ID DWC PE or PP Pipe
3
-
-
... More
570/500mm OD/ID DWC PE or PP Pipe
8
-
-
... 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 for works in Bus route roads during night hours including necessary lighting arrangements.
5779.18
-
-
... 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) for works in Bus route roads during night hours including necessary lighting arrangements.
25841.61
-
-
... More
Disposal of surplus earth (for DWC PE or PP pipe ) for works in Bus route roads during night hours including necessary lighting arrangements.
6491.2
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high below and above ground level for works in Bus route roads during night hours including necessary lighting arrangements.
-
-
-
... More
For end concrete
1973.18
-
-
... 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 for works in Bus route roads during night hours including necessary lighting arrangements.
-
-
-
... More
200mm dia DWC/CI Pipe
-
-
-
... More
at 1.5m deep
23
-
-
... More
at 2.0m deep
23
-
-
... More
250mm dia DWC/CI Pipe
-
-
-
... More
at 1.5m deep
677
-
-
... More
at 2.0m deep
575
-
-
... 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 including necessary lighting arrangements.
18781.6
-
-
... 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, 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 and initial lift of 2m., lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc. for works in Bus route roads during night hours including necessary lighting arrangements.
-
-
-
... More
1000mm D/Soc CI 45o Bend
1
-
-
... More
600mm D/Soc CI 90o Bend
4
-
-
... More
600mm D/Soc CI 45o Bend
4
-
-
... More
600mm D/Soc CI 22.5o Bend
4
-
-
... More
350mm D/Soc CI 90o Bend
2
-
-
... More
350mm D/Soc CI 45o Bend
4
-
-
... More
350mm D/Soc CI 22.5o Bend
7
-
-
... More
300mm D/Soc CI 90o Bend
2
-
-
... More
300mm D/Soc CI 45o Bend
1
-
-
... More
250mm D/Soc CI 45o Bend
2
-
-
... More
Construction of thrust blocks of std size with Plain Cement Concrete in 1:3:6 (M Sand) with 40mm HBG including earthwork excavation 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, centering , reinforcement ,compaction, curing etc. complete. for works in Bus route roads during night hours including necessary lighting arrangements.
-
-
-
... More
1000mm D/Soc CI 45o Bend
1
-
-
... More
600mm D/Soc CI 90o Bend
4
-
-
... More
600mm D/Soc CI 45o Bend
4
-
-
... More
600mm D/Soc CI 22.5o Bend
4
-
-
... More
350mm D/Soc CI 90o Bend
2
-
-
... More
350mm D/Soc CI 45o Bend
4
-
-
... More
350mm D/Soc CI 22.5o Bend
7
-
-
... More
300mm D/Soc CI 90o Bend
2
-
-
... More
300mm D/Soc CI 45o Bend
1
-
-
... More
250mm D/Soc CI 45o Bend
2
-
-
... More
Bill No.2 Construction of Screen Well, Suction Well, Valve Chamber, Grit Chamber, Pump Room, Rainwater Harvesting Structures,Under ground sump,D.G room, Improvement works in existing Pumping Station, Water Supply, Sanitary arrangements, Compound Wall, Approach road, Air valve Chamber,Sluice valve chamber, EFM Chamber , Demolition of existing OHT 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
from 0- 2.0 m depth below GL
2011.59
-
-
... More
From 2.0 m to 3.0 m below GL
528.08
-
-
... More
From 3.0 m to 4.0 m below GL
134
-
-
... More
For trenches & foundation
0 - 2 m depth
528.63
-
-
... More
From 2.0 m to 3.0 m below GL
16.66
-
-
... More
Supplying and filling crushed stone sand (M sand) for foundation and basement including watering, consolidating, ramming etc. complete.
161.39
-
-
... 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)
3606.24
-
-
... More
upto 3m high (below & above)
2936.83
-
-
... More
3m to 4m below & above GL
58
-
-
... More
4m to 5m below & above GL
86
-
-
... More
5m to 6m high
45
-
-
... More
7m to 8m below GL (bottom of top slab)
15.87
-
-
... More
6 to 7m above invert level (bottom of top slab)
11.29
-
-
... More
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting for bed blocks inside the well.
13
-
-
... 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
33.36
-
-
... More
1.5m to 4.5m depth
98.12
-
-
... 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.
-
-
-
... More
1.5m below G.L
0.3
-
-
... More
1.5m to 4.5m depth below G.L
0.6
-
-
... 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
3.6
-
-
... More
1.5m to 4.5m depth below G.L
2.06
-
-
... More
4.5m to 9m depth below G.L
37.64
-
-
... More
9m to 13.5m depth below G.L
12.6
-
-
... 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
4.5m to 9m depth below G.L
3.23
-
-
... 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 below & above G.L
114.87
-
-
... More
1.5 m to 4.5m below G.L
7
-
-
... More
1.5 m to 4.5m above G.L
26.25
-
-
... More
4.5 m to 9.0m above G.L
9
-
-
... 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 below & above G.L
92.78
-
-
... More
1.5 m to 4.5m below G.L
185.1
-
-
... More
1.5 m to 4.5m above G.L
2.7
-
-
... 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 & 1.5m above GL
1262.36
-
-
... More
From 1.5m to 4.5m Below ground level
34.74
-
-
... More
From 4.5m to 9.0m Below ground level
66.54
-
-
... More
Beyond 9.0m Below ground level
67.56
-
-
... 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 & 1.5m above GL
6.3
-
-
... More
From 1.5m to 4.5m Below ground level
3.6
-
-
... More
Providing point edge to well kerb using ISA 200x150x16 mm of weight 42.20 kg/m
9052.39
-
-
... 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
2
-
-
... More
Sixth depth of 2m
0.09
-
-
... More
6.0m 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
5.84
-
-
... More
Fifth depth of 2m
0.46
-
-
... More
3.5m dia well
-
-
-
... More
First depth of 2m
2
-
-
... More
Second depth of 2m
2
-
-
... More
Third depth of 2m
1.94
-
-
... More
3 m dia well
-
-
-
... More
First depth of 2m
14
-
-
... More
Second depth of 2m
14
-
-
... More
Third depth of 2m
11.69
-
-
... More
Fourth depth of 2m
1.83
-
-
... More
2.5 m dia well
-
-
-
... More
First depth of 2m
2
-
-
... More
Second depth of 2m
2
-
-
... More
Third depth of 2m
0.74
-
-
... 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
32.88
-
-
... More
9.0m to 13.0m depth
168.27
-
-
... 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-500D grade with CRS material)
215897.46
-
-
... 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
101.2
-
-
... More
From 1.5 to 4.5m above GL
67.42
-
-
... 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
20.3
-
-
... More
From 1.5 to 4.5m below GL
39.3
-
-
... 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
4
-
-
... 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
330
-
-
... 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
1725.9
-
-
... More
Plastering with C.M.1:3 for 20mm thick including curing etc complete.
338.7
-
-
... More
Plastering with C.M.1:3 using Sulphate resistant cement for 20mm thick including curing etc complete.(well inner)
2854.07
-
-
... More
Plastering with C.M.1:3 (SRC) for 12mm thick including curing etc complete.
1356.73
-
-
... More
Plastering with C.M 1:3 for 12mm thick including curing etc. complete
259.2
-
-
... More
Special ceiling plastering for RCC slabs, and beams in CM 1:3 – 10mm thick including hacking and curing, etc., complete
42
-
-
... More
Flooring with 100mm thick base cement concrete 1:4:10 using 40mm gauge brick jelly including laying ramming, curing, etc., complete.
35
-
-
... 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
16
-
-
... 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
48
-
-
... 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.
5
-
-
... 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)
18
-
-
... 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
8
-
-
... 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.
9
-
-
... 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.
80
-
-
... 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
2400
-
-
... More
Refilling with excavated soil ( other than sand) complying with standard specifications for filling in foundations & basement
883.42
-
-
... More
Disposal of surplus earth
4776.6
-
-
... More
Supplying river sand for filling in the RWH pit
0.6
-
-
... More
Supplying and fixing C.I.steps.
486
-
-
... More
Colour washing two coats over one coat white washing
2099.83
-
-
... 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
309
-
-
... 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
222
-
-
... More
White washing three coats ( Ceiling)
42
-
-
... More
Painting two coats with superior quality of ready mixed paints of chocholate colour, light green or grey colour or any other approved colour over painting with primary coat (red lead) on new iron work.
45
-
-
... 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)
12
-
-
... More
Providing and fixing 75mm dia Nahani trap (floor trap) with brass gratings
2
-
-
... More
Providing 75 mm dia PVC pipe from Nahani floor trap to the RWH chamber for collecting the rain water and tap water.
4
-
-
... 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.
14
-
-
... 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.
465.66
-
-
... More
Supply and erection of Cast Iron single faced manually operated rising type penstock of following dia with extension rods 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
400mm dia @ 6.0m depth
3
-
-
... More
600mm dia @ 6.5m depth
2
-
-
... More
400mm dia @ 6.5m depth
2
-
-
... More
400mm dia @ 8m depth
3
-
-
... More
500mm dia @ 7m depth
2
-
-
... More
500mm dia @ 6m depth
2
-
-
... More
300mm dia @ 6m 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.
7278.46
-
-
... 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 & 50x10mm SS flats spaced @ 35mm centre to centre to serve bar screens inside the screen well
10210
-
-
... 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
699
-
-
... More
Supply and fixing ISMB 400mm of 66.3kg/m for 7.5m length
498
-
-
... More
Supply and fixing ISMB 600mm of 122kg/m for 10.5m on column over suction well
3843
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 14m facilitate for horizontal movement on the beam etc complete
1
-
-
... 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
1
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 12m facilitate for horizontal movement on the beam etc complete
4
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 10m facilitate for horizontal movement on the beam etc complete
1
-
-
... More
Erecting pulley block of 3Tonne capacity with a 3m chain including additional chain length of 13m facilitate for horizontal movement on the beam etc complete
3
-
-
... More
Erecting pulley block of 2Tonne capacity with a 3m chain including additional chain length of 11m facilitate for horizontal movement on the beam etc complete
1
-
-
... More
Erecting pulley block of 1Tonne capacity with a 3m chain including additional chain length of 10m facilitate for horizontal movement on the beam etc complete
3
-
-
... 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).
108.68
-
-
... 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 or vent 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
57.5
-
-
... More
Supplying and fixing 25 mm GM Gate Valve
3
-
-
... More
Supplying and fixing 25 mm GM foot Valve
3
-
-
... More
Supplying and fixing 20mm C.P Screw down Tap
4
-
-
... More
Supply and delivery of Electric Monoset centrifugal pump 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, impeller ring 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.
3
-
-
... More
Supply, 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, etc., as directed at site
2
-
-
... 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, ec., as directed at site etc
1
-
-
... More
Supplying and fixing in position Cement based hydruali-cally pressed Anti-Skid tiles (pattern design) 20mm thick in cement mortar 1:3 , 20mm 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.
21
-
-
... More
Supplying hard broken granite stone jelly I.S.S 40 mm for filling
0.6
-
-
... More
Supplying hard broken granite stone jelly I.S.S 20 mm for filling
0.6
-
-
... More
Supply of PVC slotted pipe, 160 mm dia
22.2
-
-
... More
Supply of PVC end cap 160 mm dia
3
-
-
... More
Drilling of bore well of size 16" dia in sedimentayr formation using hand boresets including insertion of casing pipes supplying and packing of pebbels and conveyance of hand boreset including loading and unloading
24
-
-
... 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
6
-
-
... More
2.5 x 1.5 x 2.5m size for 300mm to 400mm dia Sluice Valve
5
-
-
... More
3 x 2.5 x 3m size for 450mm to 700mm dia sluice Sluice Valve
4
-
-
... 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
7
-
-
... More
1.5 x 1.2 x 2.3m size for 100 to 150mm dia Double Air Valve
5
-
-
... More
1.5 x 1.2 x 2.3m size for 200mm dia Double Air Valve
5
-
-
... 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
3
-
-
... More
1.9m x 2.0m x 2.75m for 600mm Dia Flow meter
2
-
-
... More
Providing and fixing gardening items on site as directed.
-
-
-
... More
Spider Lilly
200
-
-
... More
Providing and fixing plants and shrubs on compound wall & inside the pumping station as directed
330
-
-
... More
Painting with two coats of superior quality ready mixed paint first class quality 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.
119
-
-
... More
Clearing heavy jungle
2190
-
-
... More
Dismantling the existing structures on site seperating the different materials, clearing away and carefully stacking the materials for reuse - RCC work
366.82
-
-
... More
Dismantling the existing structures on site seperating the different materials, clearing away and carefully stacking the materials for reuse - Brick work
82.08
-
-
... 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-25 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.
159
-
-
... 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
348
-
-
... More
Supplying and fixing PVC water bar, 150 mm wide with single bulb for construction joint
1533.94
-
-
... More
Hiring & Operating charges of JCB for levelling and loading for removal of concrete
48
-
-
... More
Transportation charges for removing the dismantled / broken concrete debris to near by SPS location
7
-
-
... 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
2278
-
-
... More
Labour for cleaning,watering the structures frequently (to avoid dust)diverting the trafficc on either side of the street
14
-
-
... More
Dismantling and removing the GI pipes and specials,Dispaly Board and other allied works including neatly stacking the materials from the OHT site
-
-
-
... More
Plumber Category I
4
-
-
... More
Mazdoor Category II
4
-
-
... 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.
142.2
-
-
... More
Supplying and fixing FRC cover and frame of size 60x60cm including necessary masonry work and plastering etc complete.
7
-
-
... More
Cutting Asphaltic Road - NBR
212.53
-
-
... More
Laying of 1:2:4 mix concrete bed using crushed stone sand (M-sand) and 12-20mm gauge hard broken stone jelly inside the M.S encasing pipe for entire length for smooth insertion and safety of the CI pipe in Trenchless Technology method
4
-
-
... 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
-
-
-
... More
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
3
-
-
... 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.
9
-
-
... More
Supply, delivery and fixing of 11kV, 3 Phase, Horn gap fuses in the incoming side of the 11 kV supply with earthing.
3
-
-
... 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.
6
-
-
... More
Supply, delivery and fixing of lightning arrestors suitable for 11 kV system and suitable for fixing on steel structure.
9
-
-
... More
Construction of transformer plinth as per CEIG requirements
6
-
-
... More
Transformer sub station erection charges
3
-
-
... More
Chain link fencing with gate including the TNEB 2 poles Spreading of materials as per CEIG requirements
3
-
-
... More
Designing and preparation of CEIG drawings, obtaining Approval and safety certificate including submission of Completion report and rectification report.
3
-
-
... 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
4
-
-
... More
400 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
3
-
-
... 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 35 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
Sew. Pump - 2460 lpm against a total head of 15m (LS01)
2
-
-
... More
Sew. Pump - 1140 lpm against a total head of 11m (LS02)
2
-
-
... More
Sew. Pump - 2160 lpm against a total head of 13m (LS03)
2
-
-
... More
Pump 1 - 1440 lpm against a total head of 9m (LS04)
2
-
-
... More
Sew. Pump - 2040 lpm against a total head of 15m (LS05)
2
-
-
... More
Sew. Pump - 2100 lpm against a total head of 12m (LS06)
2
-
-
... More
Supply, delivery, erection, testing and commissioning of non-clog submersible sewage pumpset with following duty point, including required capacity 3 Ph, 415 V, AC, 50 Hz, Electrical Motor with suitable weather proof cable (Copper ) of total length of 35 m, VFD control panel, Pedestal Coupling, guide wire / guide pipe (GI-50 mm dia) of length 10m, M.S.(GLVD) lifting chain 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
Pump 1 - 3960 lpm against a total head of 13m (SPS01)
3
-
-
... More
Pump 1 - 3480 lpm against a total head of 12m (SPS02)
3
-
-
... More
Pump 1 - 3420 lpm against a total head of 13m (SPS03)
3
-
-
... More
Pump 1 - 3660 lpm against a total head of 19m (Existing Thanikachalam Nagar PS)
3
-
-
... More
UNIT 1 - 5400 lpm against a total head of 36m (Existing CP Colony PS)
3
-
-
... More
Pump 1 - 3060 lpm against a total head of 19m (Existing Metha Nagar PS)
3
-
-
... More
Pump 1 - 12600 lpm against a total head of 15m (Existing Ramachandra Nagar PS)
3
-
-
... More
Pump 1 - 1500 lpm against a total head of 14m (Existing MM Koil Street PS)
3
-
-
... More
Pump 1 - 13680 lpm against a total head of 20m (Existing Bank Colony PS)
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 in trays and incidental civil works etc.complete.
-
-
-
... More
Grit Pump - 500 lpm against a total head of 9 m
9
-
-
... 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
2 kVAR
13
-
-
... More
4 kVAR
9
-
-
... More
6 kVAR
2
-
-
... More
9 kVAR
3
-
-
... More
10 kVAR
3
-
-
... More
8 kVAR
9
-
-
... More
25 kVAR
6
-
-
... More
34 kVAR
3
-
-
... More
Supplying and fixing of following capacity Triple Pole fuse carrier in MS Sheet steel encloure with provision for accommodating the TNEB meter including earthing etc., complete.
-
-
-
... More
63 Amps
2
-
-
... More
100 Amps
1
-
-
... More
300 Amps
1
-
-
... More
200 Amps
4
-
-
... More
Supplying and fixing of following capacity Triple Pole SFU with HRC fuses on suitable angle iron frame with earth connection only.
-
-
-
... More
32 Amps
1
-
-
... More
63 Amps
4
-
-
... More
100 Amps
2
-
-
... More
300 Amps
1
-
-
... More
200 Amps
4
-
-
... More
Supply, delivery, erection, testing and commiossioning of floor mounted M.V.panel with aluminium bus bars and consisting of required quantities 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 and comprising of following and as per specifications & drawings;
-
-
-
... More
Capacity of M.V. Panel - 63 Amps
63 A FP(SN) MCCB 25 kA (for EB- 1No)
32 A TP MCCB 25 kA for Pump 1 - 2 Nos
32 A TP MCCB 25kA (for Pump 1 cap.- 2 Nos)
32 A TPN MCB 10kA (for LDB - 2 Nos )
2
-
-
... More
Capacity of M.V. Panel - 200 Amps
200 A FP(SN) MCCB 25 kA (for EB- 1 No)
120 A FP(SN) MCCB 25 kA (for DG- 1 No)
50 A TP MCCB 25 kA for Pump 1 - 3 Nos
20 A TP MCCB 25 kA for Grit Pump- 1 No
63 A TP MCCB 25kA (for Pump 1 cap.- 3 Nos)
16 A TP MCCB 25kA (for Grit Pump cap.- 1 No)
63 A TP MCCB 35kA (for PLC Panel- 1 No)
32 A TPN MCB 10kA (for LDB & PLC- 2 Nos)
3
-
-
... More
Capacity of M.V. Panel - 300 Amps
250 A FP(SN) MCCB 35 kA (for EB-1 No)
150 A FP(SN) MCCB 35 kA (for DG- 1 No)
75 A TP MCCB 35 kA for Pump 1- 3 Nos
20 A TP MCCB 35 kA for Grit Pump 1 No
63 A TP MCCB 35kA (for Pump 1 cap. - 3 Nos)
16 A TP MCCB 25kA (for Grit Pump cap. - 1 No)
63 A TP MCCB 35kA (for PLC Panel- 1 No)
32 A TPN MCB 10kA (for LDB & PLC- 2 Nos)
1
-
-
... More
Capacity of M.V. Panel - 600 Amps
630 A FP MDO ACB 50 kA (for EB-2 Nos)
350 A FP(SN) MCCB 35 kA (for DG- 1 No)
200 A TP MCCB 35 kA for UNIT 1- 3 Nos
20 A TP MCCB 35kA (for Grit Pump- 1 No)
100 A TP MCCB 35kA (for UNIT 1 cap.- 3 Nos)
16 A TP MCCB 25kA (for Grit Pump cap. - 1 No)
63 A TP MCCB 35kA (for PLC Panel- 1 No)
32 A TP MCB 10kA (for LDB & PLC- 2 Nos)
1
-
-
... More
Capacity of M.V. Panel - 200 Amps
200 A FP(SN) MCCB 25 kA (for EB)- 1 No
120 A FP(SN) MCCB 25 kA (for DG)- 1 No
63 A TP MCCB 25 kA for Pump 1- 3 Nos
20 A TP MCCB 25 kA for Grit Pump- 1 No
63 A TP MCCB 25kA (for Pump 1 cap.)- 3 Nos
16 A TP MCCB 25kA (for Grit Pump cap.)-1 No
63 A TP MCCB 35kA (for PLC Panel)- 1 No
32 A TPN MCB 10kA (for LDB & PLC)- 2 Nos
1
-
-
... More
Capacity of M.V. Panel - 100 Amps
100 A FP(SN) MCCB 25 kA (for EB)- 1 No
63 A FP(SN) MCCB 25 kA (for DG)- 1 No
32 A TP MCCB 25 kA for Pump 1- 3 Nos
20 A TP MCCB 25 kA for Grit Pump- 1 No
32 A TP MCCB 25kA (for Pump 1 cap.)- 3 Nos
16 A TP MCCB 25kA (for Grit Pump cap.)- 1 No
63 A TP MCCB 35kA (for PLC Panel)- 1 No
32 A TPN MCB 10kA (for LDB & PLC)- 2 Nos
1
-
-
... More
Capacity of M.V. Panel - 800 Amps
800 A FP MDO ACB 50 kA (for EB)- 2 Nos
630 A FP MDO ACB 35 kA (for DG)- 1 No
300 A TP MCCB 35 kA for Pump 1- 3 Nos
20 A TP MCCB 25 kA for Grit Pump- 1 No
100 A TP MCCB 35kA (for Pump 1 cap.)- 3 Nos
16 A TP MCCB 25kA (for Grit Pump cap.)- 1 No
63 A TP MCCB 35kA (for PLC Panel)- 1 No
32 A TP MCB 10kA (for LDB & PLC)- 2 Nos
1
-
-
... More
Capacity of M.V. Panel - 600 Amps
630 A FP MDO ACB 50 kA (for EB)- 2 Nos
350 A FP(SN) MCCB 35 kA (for DG)- 1 No
200 A TP MCCB 35 kA for Pump 1- 3 Nos
20 A TP MCCB 35kA (for Grit Pump)- 1 No
100 A TP MCCB 35kA (for Pump 1 cap.)- 3 Nos
16 A TP MCCB 25kA (for Grit Pump cap.)- 1 No
63 A TP MCCB 35kA (for PLC Panel)- 2 Nos
32 A TP MCB 10kA (for LDB & PLC)- 2 Nos
1
-
-
... More
Supply, delivery, erection, testing and commiossioning of outdoor weather and vermin proof MV panel suitable to fix on pedastal above local Max. flood level in MS Sheet steel encloure and provision for accommodating the TNEB meter, Power capacitor bank, Pump starters and Lighting points for 15A plug out, 5A plug out and providing canopy like arrangements it the top, in order to protect from rain, including earthing with consisting of follwing accessories with necessary interconnections between busbars, switches and trunking box, measuring instruments such as voltmeters,ammeters with selectorswitches, energy meter,phase indicating lamps with incidental civil works etc., complete as per specification.
-
-
-
... More
Capacity of M.V. Panel - 100 Amps
100 A FP(SN) MCCB 25 kA (for EB) - 1 No
40 A TP MCCB 25 kA for Sew. Pump - 2 Nos
63A TPMCCB25kA (forSew. Pumpcap.)-2Nos
1
-
-
... More
Capacity of M.V. Panel - 32 Amps
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 - 63 Amps
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
2
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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 (insulated with glass wool inside the building) upto outside of room above roof level, 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 pad setc.complete.
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Capacity of D.G. Set - 75 kVA
3
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Capacity of D.G. Set - 100 kVA
1
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Capacity of D.G. Set - 250 kVA
2
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Capacity of D.G. Set - 83 kVA
1
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Capacity of D.G. Set - 40 kVA
1
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Capacity of D.G. Set - 380 kVA
1
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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.
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- DO - 3 core 6 sq.mm. (Wall)
210
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- DO - 3 core 10 sq.mm. (Wall)
210
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- DO - 3 core 35 sq.mm. (Wall)
300
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- DO - 3 core 50 sq.mm. (Wall)
150
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- DO - 3 ½ core 25 sq.mm. (Wall)
50
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- DO - 3 ½ core 35 sq.mm. (Wall)
20
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- DO - 3 ½ core 50 sq.mm. (Wall)
15
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- DO - 3 ½ core 150 sq.mm. (Wall)
360
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- DO - 3 ½ core 240 sq.mm. (Wall)
15
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- DO - 3 ½ core 300 sq.mm. (Wall)
150
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- DO - 4 core 6 sq.mm (Wall)
285
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- DO - 4 core 10 sq.mm (Wall)
550
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- DO - 4 core 16 sq.mm (Wall)
60
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- DO - 3 core 2.5 sq.mm. copper (UG)
1840
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- DO - 3 core 6 sq.mm. (UG)
10
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- DO - 3 core 10 sq.mm. (UG)
30
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- DO - 3 ½ core 25 sq.mm. (UG)
45
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- DO - 3 ½ core 50 sq.mm. (UG)
10
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- DO - 3 ½ core 70 sq.mm. (UG)
100
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- DO - 3 ½ core 95 sq.mm. (UG)
25
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- DO - 3 ½ core 120 sq.mm. (UG)
150
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- DO - 3 ½ core 300 sq.mm. (UG)
75
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- DO - 3 ½ core 400 sq.mm. (UG)
225
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- DO - 4 core 6 sq.mm (UG)
40
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- DO - 4 core 10 sq.mm (UG)
10
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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.
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- DO - 3 core 2.5 sq.mm.
510
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- DO - 3 core 6 sq.mm.
26
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- DO - 3 core 10 sq.mm.
52
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- DO - 3 core 35 sq.mm.
12
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- DO - 3 core 50 sq.mm.
6
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- DO - 3 ½ core 25 sq.mm.
24
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- DO - 3 ½ core 35 sq.mm.
6
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- DO - 3 ½ core 50 sq.mm.
8
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- DO - 3 ½ core 70 sq.mm.
8
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- DO - 3 ½ core 95 sq.mm.
2
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- DO - 3 ½ core 120 sq.mm.
12
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- DO - 3 ½ core 150 sq.mm.
28
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- DO - 3 ½ core 240 sq.mm.
4
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- DO - 3 ½ core 300 sq.mm.
12
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- DO - 3 ½ core 400 sq.mm.
14
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- DO - 4 core 6 sq.mm
48
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- DO - 4 core 10 sq.mm
64
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- DO - 4 core 16 sq.mm
18
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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.
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Up to 20 HP
25
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21 HP to 60 HP
6
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61 HP to 150 HP
9
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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).
45
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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.
11
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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.
845
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Wiring with 2.5 sq mm PVC insulated single core copper 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.
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Light points
64
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Fan Points
5
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Wiring with 2.5 sq.mm PVC unsheathed single core copper 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
5
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Lighting Fixtures
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Supplying and fixing of box type 4’ 20W single LED fitting complete with TW round block and tube on ceiling or wall with connection.
48
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Supplying and fixing of 18 Watt LED lamp with round type LED Troffer recessed mounted fitting complete.
10
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Supplying and fixing of 12" sweep AC exhaust fan complete including providing necessary opening in the wall.
10
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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
5
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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.
10
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Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
125
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Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
30
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Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only.
5
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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.
15
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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
375
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Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
125
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Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
40
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Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only
5
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Supply and delivery of the following safety equipment
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5 kg capacity ISI marked dry chemical powder type fire extinguisher.
5
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First Aid box ( medium).
5
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Fire bucket - 3 Nos with MS stand.
5
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Rubber mat 6mmthick of 1.1 kv grade of size 2m x 1m
5
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Fire safety rules chart
5
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Shock treatment chart
5
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"Caution / Danger" Board
15
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Supply and delivery of the following tools:
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Double ended open jaw spanner set of size in mm 6x7, 8x9, 10x11, 12x13, 14x15, 16x17, 18x19, 20x22, 20x23 24x27, 25x28 & 30x32
5
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Ring spanner set of size in mm 6x7, 8x9, 10x11, 12x13, 14x15, 16x17, 18x19, 20x22 20x23 24x27, 25x28 & 30x32.
5
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Screw driver of size 12 inches
5
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Cutting plier of size 8 inches
5
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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
5
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Electrical tester
5
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Diesel Filling Pump (Hand operated )
5
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Measuring Dip Rod (MS) (for measuring 200 ltr. standard Barrel )
5
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Hack Saw frame with blade
5
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Lever type Grease gun
5
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Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete.
5
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Earthing as per ISI specifications with necessary masonary work.
74
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Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipment.
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25 x 6 mm GI Flat
590
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40 x 6 mm GI Flat
550
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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.
9
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Supply, Delivery, erection, testing and commissioning of Ultrasonic Level Transmitter suitable for maximum depth of suction with necessary mounting arrangements including incidental civil works etc complete.
9
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Operation and maintenance of the installation: Operation and maintenanceof 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. (LS-LFT-LS01,LS02,LS03,LS05 - 4 Nos)
480
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Operation and maintenance of the installation: Operation and maintenanceof 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. (LS/SPS -LT - LS04,LS06,SPS01,SPS02,SPS03,Ex.Thanikachalam Nagar PS, Ex.MM Koil Street PS, Ex.Metha Nagar PS -8 Nos)
960
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Operation and maintenance of the installation: Operation and maintenanceof 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. (SPS -HT -Ex.CP PS, Ex.Ramachandra nagar PS, Ex.Bank colony PS - 3 Nos)
360
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Providing necessary transparent tank covering arrangements with material of construction Poly Ethylene (or) MS with epoxy lining for suction well as well as grit well with suitable removable opening for pumpsets and pipelines including frames and allied works inclusive of transportaion, loading, unloading, freight, all taxes, packing, installation on site, with satisfactory competion of testing and commisioning etc., complete as per specification .
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Air flow suction capacity : 500 Cum/hour
4
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Air flow suction capacity : 2100 Cum/hour
6
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Air flow suction capacity : 4000 Cum/hour
1
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Providing necessary transparent tank covering arrangements with material of construction Poly Ethylene (or) MS with epoxy lining for suction well as well as grit well with suitable removable opening for pumpsets and pipelines including frames and allied works inclusive of transportaion, loading, unloading, freight, all taxes, packing, installation on site, with satisfactory competion of testing and commisioning etc., complete as per specification .
417.85
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Bill No. 4: General Items – Environmental, Social, Health and Safety (ESHS) Cost Schedule
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Resources allocated to ESHS management in order to carry out the following tasks:
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Air quality monitoring
1
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Surface water quality monitoring
1
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Ground water quality monitoring
1
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Soil quality monitoring
1
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Noise quality monitoring
1
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Wind speed and direction monitoring
1
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Consultations with stakeholders regularly
1
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Use of IEC material and use of media channel to create public awareness on waste management
1
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Drafting and updating the ESHS documentation, reporting, inspections
1
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Implementation of the Health and Safety Plan:
Meetings, health care center, medical check-ups, emergencies and evacuations, safety protective equipment, hygiene
1
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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
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Training and local recruitment management costs
1
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Protection of adjacent areas, biodiversity, prevention of erosion and wastewater management
1
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Traffic, noise and atmospheric emissions management, land take
1
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Waste and hazardous products management
1
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Vegetation clearing and site rehabilitation
1
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Evaluation Notes How It Works ?
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