Chennai Metropolitan Water Supply And Sewerage Board Tender
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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date21 Jun 2024
Closing Date30 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 12,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Of Water System In Thiru Vi Ka Nagar Consituency Phase Ii Improvement Of Water Supply For Providing Water Supply Through Tap To The Individual Buildings And The Tnuhdb Tenements In Kannigapuram Area By Laying New Feeder Line From Vyas
Description
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Contact
Tender Id
2024_CMWSS_453673_1Bid Award Id
ViewTender No
CNT/WSS/NCB/Singara Chennai 2.0/006B/2024-25Tender Authority
Chennai Metropolitan Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://https://chennaimetrowater.tn.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
150mm at 1.25m depth
67
-
-
200mm at 1.25m depth
86
-
-
250mm at 1.25m depth
92
-
-
300mm at 1.5m depth
417
-
-
450mm at 1.5m depth
57
-
-
Supply, delivery, conveying and fixing following sizes of DI specials of DI push - on joint specials as mentioned below conforming to IS: 9523/2000 including loading, unloading and stacking at the site etc as directed by the engineer at site, and including earthwork excavation, refilling with excavated soil, watering and ramming to consolidation and disposal of surplus earth etc complete.
-
-
-
DI A/S Tee:
-
-
-
100x100 mm DI A/S Tee
139
-
-
150x150 mm DI A/S Tee
4
-
-
150x100 mm DI A/S Tee
33
-
-
200x200 mm DI A/S Tee
1
-
-
200x150 mm DI A/S Tee
4
-
-
200x100 mm DI A/S Tee
13
-
-
250x250 mm DI A/S Tee
1
-
-
250x200 mm DI A/S Tee
1
-
-
250x150 mm DI A/S Tee
1
-
-
300x300 mm DI A/S Tee
2
-
-
350x300 mm DI A/S Tee
1
-
-
400x400 mm DI A/S Tee
1
-
-
DI D/S Taper
-
-
-
150x100 mm DI D/S Taper
21
-
-
200x100 mm DI D/S Taper
1
-
-
200x150 mm DI D/S Taper
7
-
-
250x100 mm DI D/S Taper
1
-
-
250x150 mm DI D/S Taper
2
-
-
300x150 mm DI D/S Taper
1
-
-
300x200 mm DI D/S Taper
3
-
-
350x300 mm DI D/S Taper
1
-
-
400x250 mm DI D/S Taper
1
-
-
400x350 mm DI D/S Taper
1
-
-
End Cap:
-
-
-
100 mm DI end cap
84
-
-
DI D/S 90 deg Bend:
-
-
-
100 mm DI D/S 90 deg bend
8
-
-
350 mm DI D/S 90 deg bend
2
-
-
DI D/S 45 deg Bend:
-
-
-
100 mm DI D/S 45 deg bend
7
-
-
400 mm DI D/S 45 deg bend
1
-
-
DI D/S 22.5 deg Bend:
-
-
-
100 mm DI D/S 22.5 deg bend
37
-
-
150 mm DI D/S 22.5 deg bend
10
-
-
200 mm DI D/S 22.5 deg bend
4
-
-
250 mm DI D/S 22.5 deg bend
2
-
-
300 mm DI D/S 22.5 deg bend
2
-
-
DI Soc/Fl Tail Piece =(No. of TP - No. of SV)
-
-
-
250 mm DI Soc/Fl Tail Piece
1
-
-
300 mm DI Soc/Fl Tail Piece
2
-
-
400 mm DI Soc/Fl Tail Piece
1
-
-
DI Fl/Spi Tail Piece =(No. of TP - No. of SV)
-
-
-
250 mm DI Fl/Spi Tail Piece
1
-
-
300 mm DI Fl/Spi Tail Piece
2
-
-
400 mm DI Fl/Spi Tail Piece
1
-
-
DI D/S Taper for Sluice Valve
-
-
-
400x300 mm DI D/S Taper for SV
2
-
-
DI D/F Taper
-
-
-
250x150 mm DI D/F Taper
2
-
-
300x150 mm DI D/F Taper
4
-
-
400x250 mm DI D/F Taper
2
-
-
MJ Collar
-
-
-
100 mm MJ Collar
13
-
-
150 mm MJ Collar
8
-
-
200 mm MJ Collar
2
-
-
250 mm MJ Collar
2
-
-
300 mm MJ Collar
3
-
-
DI D Soc/Fl Tee:
-
-
-
100x80 mm DI S/S/F tee
7
-
-
DI D/F pipe
-
-
-
150 mm DI D/F pipe - 0.6 m length
3
-
-
150 mm DI D/F pipe - 1.5 m length
3
-
-
250 mm DI D/F pipe - 1 m length
1
-
-
250 mm DI D/F pipe - 2.5 m length
1
-
-
Supply,delivery , conveying and fixing the CI sluice valves (PN 1.0) of following sizes confirming to IS: 14846/2000 including Flange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation charges and stacking etc complete as per specifications.
-
-
-
100 mm Sluice Valve (with TP)
13
-
-
150 mm Sluice Valve (with TP)
5
-
-
200 mm Sluice Valve (with TP)
2
-
-
250 mm Sluice Valve (with TP)
1
-
-
300 mm Sluice Valve (with TP)
3
-
-
Construction of Sluice Valve Chamber of following sizes in second class brick work in CM 1:4 proportion with 12 mm thick outside plastering and 20 mm thick inside plastering in CM 1:3 proportion, RCC cover slab in CC 1:2:4 proportion using 20 mm jelly, chamber foundation and bed block in PCC 1:3:6 proportion using 40 mm jelly including cost of reinforcement and labour charges, CI steps, including providing and fixing L.S cover and frame of size 60x60cm including necessary masonry work and plastering work etc.complete.
-
-
-
1.35 x 1.2 x 1.55 m (for upto 250 mm dia SV)
21
-
-
1.35 x 1.35 x 1.95 m (for 300 to 400 mm dia SV)
3
-
-
Cutting of DI Pipes true to axis and finishing the ends complete .
-
-
-
100mm
295
-
-
150mm
55
-
-
200mm
24
-
-
250mm
7
-
-
300mm
6
-
-
350mm
3
-
-
400mm
3
-
-
Cutting of Road surface
-
-
-
Asphaltic Road
-
-
-
Non-Bus Route
13378.26
-
-
Bus Route - State High ways
1018.97
-
-
Concrete road
271.48
-
-
Jointing the DI double flanged pipes and specials with rubber insertion to the required specification with M.S bolt and nuts and testing the pipes to the required pressure with water including the cost of jointing materials etc. complete.
-
-
-
80mm
14
-
-
100mm
39
-
-
150mm
30
-
-
200mm
6
-
-
250mm
10
-
-
300mm
13
-
-
400mm
2
-
-
Jointing the DI Socket/spicot pipes and specials with rubber gasket(Tyton joint) including cost of jointing materials etc. complete.
-
-
-
100mm
714
-
-
150mm
144
-
-
200mm
61
-
-
250mm
19
-
-
300mm
26
-
-
350mm
8
-
-
400mm
11
-
-
Testing of DI 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 occurred during the test, excluding the cost of pipes, including other incidental and operational charges etc. complete for following diameters of pipes.
-
-
-
100mm
6493
-
-
150mm
67
-
-
200mm
86
-
-
250mm
92
-
-
300mm
417
-
-
450mm
57
-
-
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.
7212
-
-
House service connection
-
-
-
Making bore and tapping in the DI pipe line,supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304) female threaded metal insert ,sealing rubber and plastic wide strap including suitable bolts and nuts,Polypropylene compression fitting adopter with metal insert(SS 304-male threaded),Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve(stop cock) with compression joint at one end and female threaded at other end and suitable enclosure(HDPE) with top side openable for housing UPVC Ball Valve(stop cock) and testing house service connections including cost of water etc complete for following sizes.
-
-
-
20mm dia O.D
1500
-
-
25mm dia O.D
50
-
-
32mm dia O.D
50
-
-
Supplying and laying of MDPE (PE80) Blue pipe (IS:4427) with necessary specials including earth work excavation, laying, jointing ,testing, refilling the trenches and disposal of surplus earth etc.complete.
-
-
-
20mm dia O.D
4500
-
-
25mm dia O.D
150
-
-
32mm dia O.D
150
-
-
Supplying, installation, testing, commissioning of AMR water meters with Data capture by wireless system using Long Range Gateways. Transfer Billing System including all hardware & software of following sizes in Chennai City for house service connection
-
-
-
15mm dia
100
-
-
20mm dia
20
-
-
25mm dia
10
-
-
Providing Water Meter protection chamber using Polypropylene cover of base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:3:6 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height etc complete as per drawing enclosed
130
-
-
Construction of Chamber of following sizes in second class brick work in CM 1:4 proportion with 12 mm thick outside plastering and 20 mm thick inside plastering in CM 1:3 proportion, RCC cover slab in CC 1:2:4 proportion using 20 mm jelly, chamber foundation and bed block in PCC 1:3:6 proportion using 40 mm jelly including cost of reinforcement and labour charges, CI steps, including providing and fixing L.S cover and frame of size 60x60cm including necessary masonry work and plastering work etc.complete for flushing distribution mains
-
-
-
1.35 x 1.2 x 1.55 m
5
-
-
Hire charges for diesel pump set 5 HP
2400
-
-
Hire charges for diesel pump set 3 HP
2400
-
-
Bill No 1B : Zone - II Distribution main from Pulianthope
-
-
-
Supply, delivery ,laying and jointing DI pipes of the following sizes of socket @ spigot end, push - on - joint DI pipes of classification K7 conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside Zinc coating, including making rubber joints and cost of rubber gasket, Labour charges for loading,unloading and stacking at the site etc as directed by the engineer at site ,including earthwork excavation for trenches in hard stiff clay, blackcotton, 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 lift of 2m conveying to the site of work, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc . complete for the pipes of following diametres at the following depths.
-
-
-
100mm at 1.25m depth
7805
-
-
150mm at 1.25m depth
466
-
-
200mm at 1.25m depth
465
-
-
250mm at 1.25m depth
350
-
-
300mm at 1.5m depth
462
-
-
350mm at 1.5m depth
1088
-
-
Supply, delivery ,laying and jointing DI pipes of the following sizes of socket @ spigot end, push - on - joint DI pipes of classification K7 conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside Zinc coating, including making rubber joints and cost of rubber gasket, Labour charges for loading,unloading and stacking at the site etc as directed by the engineer at site ,including earthwork excavation for trenches in hard stiff clay, blackcotton, 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 lift of 2m, pumping out subsoil water,conveying to the site of work, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc . complete for the pipes of following diametres at the following depths
-
-
-
600mm at 2.0m depth
337
-
-
Supply, delivery, conveying and fixing following sizes of DI specials of DI push - on joint specials as mentioned below conforming to IS: 9523/2000 including loading, unloading and stacking at the site etc as directed by the engineer at site, and including earthwork excavation, refilling with excavated soil, watering and ramming to consolidation and disposal of surplus earth etc complete.
-
-
-
DI A/S Tee:
-
-
-
100x100 mm DI A/S Tee
139
-
-
150x150 mm DI A/S Tee
4
-
-
150x100 mm DI A/S Tee
33
-
-
200x200 mm DI A/S Tee
1
-
-
200x150 mm DI A/S Tee
4
-
-
200x100 mm DI A/S Tee
13
-
-
250x250 mm DI A/S Tee
1
-
-
250x200 mm DI A/S Tee
1
-
-
250x150 mm DI A/S Tee
1
-
-
300x300 mm DI A/S Tee
2
-
-
350x300 mm DI A/S Tee
1
-
-
400x400 mm DI A/S Tee
1
-
-
DI D/S Taper
-
-
-
150x100 mm DI D/S Taper
21
-
-
200x100 mm DI D/S Taper
1
-
-
200x150 mm DI D/S Taper
7
-
-
250x100 mm DI D/S Taper
1
-
-
250x150 mm DI D/S Taper
2
-
-
300x150 mm DI D/S Taper
1
-
-
300x200 mm DI D/S Taper
3
-
-
350x300 mm DI D/S Taper
1
-
-
400x250 mm DI D/S Taper
1
-
-
400x350 mm DI D/S Taper
1
-
-
End Cap:
-
-
-
100 mm DI end cap
84
-
-
DI D/S 90 deg Bend:
-
-
-
100 mm DI D/S 90 deg bend
8
-
-
350 mm DI D/S 90 deg bend
2
-
-
DI D/S 45 deg Bend:
-
-
-
100 mm DI D/S 45 deg bend
7
-
-
400 mm DI D/S 45 deg bend
1
-
-
DI D/S 22.5 deg Bend:
-
-
-
100 mm DI D/S 22.5 deg bend
37
-
-
150 mm DI D/S 22.5 deg bend
10
-
-
200 mm DI D/S 22.5 deg bend
4
-
-
250 mm DI D/S 22.5 deg bend
2
-
-
300 mm DI D/S 22.5 deg bend
2
-
-
DI Soc/Fl Tail Piece =(No. of TP - No. of SV)
-
-
-
250 mm DI Soc/Fl Tail Piece
1
-
-
300 mm DI Soc/Fl Tail Piece
2
-
-
400 mm DI Soc/Fl Tail Piece
1
-
-
DI Fl/Spi Tail Piece =(No. of TP - No. of SV)
-
-
-
250 mm DI Fl/Spi Tail Piece
1
-
-
300 mm DI Fl/Spi Tail Piece
2
-
-
400 mm DI Fl/Spi Tail Piece
1
-
-
DI D/S Taper for Sluice Valve
-
-
-
400x300 mm DI D/S Taper for SV
2
-
-
DI D/F Taper
-
-
-
250x150 mm DI D/F Taper
2
-
-
300x150 mm DI D/F Taper
4
-
-
400x250 mm DI D/F Taper
2
-
-
MJ Collar
-
-
-
100 mm MJ Collar
13
-
-
150 mm MJ Collar
8
-
-
200 mm MJ Collar
2
-
-
250 mm MJ Collar
2
-
-
300 mm MJ Collar
3
-
-
DI D Soc/Fl Tee:
-
-
-
100x80 mm DI S/S/F tee
7
-
-
DI D/F pipe
-
-
-
150 mm DI D/F pipe - 0.6 m length
3
-
-
150 mm DI D/F pipe - 1.5 m length
3
-
-
250 mm DI D/F pipe - 1 m length
1
-
-
250 mm DI D/F pipe - 2.5 m length
1
-
-
Supply,delivery , conveying and fixing the CI sluice valves (PN 1.0) of following sizes confirming to IS: 14846/2000 including Flange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation charges and stacking etc complete as per specifications.
-
-
-
100 mm Sluice Valve (with TP)
13
-
-
150 mm Sluice Valve (with TP)
5
-
-
200 mm Sluice Valve (with TP)
2
-
-
250 mm Sluice Valve (with TP)
1
-
-
300 mm Sluice Valve (with TP)
3
-
-
Construction of Sluice Valve Chamber of following sizes in second class brick work in CM 1:4 proportion with 12 mm thick outside plastering and 20 mm thick inside plastering in CM 1:3 proportion, RCC cover slab in CC 1:2:4 proportion using 20 mm jelly, chamber foundation and bed block in PCC 1:3:6 proportion using 40 mm jelly including cost of reinforcement and labour charges, CI steps, including providing and fixing L.S cover and frame of size 60x60cm including necessary masonry work and plastering work etc.complete.
-
-
-
1.35 x 1.2 x 1.55 m (for upto 250 mm dia SV)
21
-
-
1.35 x 1.35 x 1.95 m (for 300 to 400 mm dia SV)
3
-
-
Cutting of DI Pipes true to axis and finishing the ends complete .
-
-
-
100mm
295
-
-
150mm
55
-
-
200mm
24
-
-
250mm
7
-
-
300mm
6
-
-
350mm
3
-
-
400mm
3
-
-
Cutting of Road surface
-
-
-
Non-Bus Route
13771.68
-
-
Bus Route - State High ways
1048.94
-
-
Concrete road
279.47
-
-
Jointing the DI double flanged pipes and specials with rubber insertion to the required specification with M.S bolt and nuts and testing the pipes to the required pressure with water including the cost of jointing materials etc. complete.
-
-
-
80mm
14
-
-
100mm
39
-
-
150mm
30
-
-
200mm
6
-
-
250mm
10
-
-
300mm
13
-
-
400mm
2
-
-
Jointing the DI Socket/spicot pipes and specials with rubber gasket(Tyton joint) including cost of jointing materials etc. complete.
-
-
-
100mm
714
-
-
150mm
144
-
-
200mm
61
-
-
250mm
19
-
-
300mm
26
-
-
350mm
8
-
-
400mm
11
-
-
Testing of DI 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 occurred during the test, excluding the cost of pipes, including other incidental and operational charges etc. complete for following diameters of pipes.
-
-
-
100mm
7805
-
-
150mm
466
-
-
200mm
465
-
-
250mm
350
-
-
300mm
462
-
-
350mm
1088
-
-
600mm
337
-
-
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.
10973
-
-
Supply, delivery, erection, testing and commissioning of electromagnetic flow meter of following diameters in the out let of the OHT and entry of each DMA with necessary accessories in the flow meter chamber with proper earthing as instructed by the Engineer. The flow transmitter/convertor along with display units shall be installed in the Panel room with sufficient length of cables to connect the sensor unit and the transmitter/convertor units. The flow meter shall comply with the latest version of relevant standards and shall have necessary facility to be incorporated to the local control system as per the details provided in the specification (Vol-II).
-
-
-
150 mm Electromagnetic Flow Meter
3
-
-
250 mm Electromagnetic Flow Meter
1
-
-
Construction of water meter Chamber in second class brick work in CM 1:4 proportion with 12mm thick outside plastering and 20 mm thick inside plastering in CM 1:3 proportion, RCC cover slab in CC 1:2:4 proportion using 20 mm jelly, chamber foundation and bed block in PCC 1:3:6 proportion using 40 mm jelly including cost of reinforcement and labour charges,earth work excavation,sand filling,refilling and disposal of surplus earth ,fixing CI steps, etc. complete and including providing and fixing L.S cover and frame of size 60cmx60cm including necessary masonry work and plastering etc complete as directed by the Engineer at site as per specification for the following sizes:
-
-
-
1.5 x 1.2 x 1.5 m (for 150-200 mm dia EFM)
3
-
-
1.75 x 1.5 x 2 m (for 250 dia EFM)
1
-
-
House service connection
-
-
-
Making bore and tapping in the DI pipe line,supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304) female threaded metal insert ,sealing rubber and plastic wide strap including suitable bolts and nuts,Polypropylene compression fitting adopter with metal insert(SS 304-male threaded),Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve(stop cock) with compression joint at one end and female threaded at other end and suitable enclosure(HDPE) with top side openable for housing UPVC Ball Valve(stop cock) and testing house service connections including cost of water etc complete for following sizes.
-
-
-
20mm dia O.D
1800
-
-
25mm dia O.D
50
-
-
32mm dia O.D
50
-
-
Supplying and laying of MDPE (PE80) Blue pipe (IS:4427) with necessary specials including earth work excavation, laying, jointing ,testing, refilling the trenches and disposal of surplus earth etc.complete.
-
-
-
20mm dia O.D
5400
-
-
25mm dia O.D
150
-
-
32mm dia O.D
150
-
-
Supplying, installation, testing, commissioning of AMR water meters with Data capture by wireless system using Long Range Gateways. Transfer Billing System including all hardware & software of following sizes in Chennai City for house service connection
-
-
-
15mm dia
200
-
-
20mm dia
10
-
-
25mm dia
10
-
-
Providing Water Meter protection chamber using Polypropylene cover of base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:3:6 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height etc complete as per drawing enclosed
220
-
-
Construction of Chamber of following sizes in second class brick work in CM 1:4 proportion with 12 mm thick outside plastering and 20 mm thick inside plastering in CM 1:3 proportion, RCC cover slab in CC 1:2:4 proportion using 20 mm jelly, chamber foundation and bed block in PCC 1:3:6 proportion using 40 mm jelly including cost of reinforcement and labour charges, CI steps, including providing and fixing L.S cover and frame of size 60x60cm including necessary masonry work and plastering work etc.complete for flushing distribution mains
-
-
-
1.35 x 1.2 x 1.55 m
5
-
-
Hire charges for diesel pump set 5 HP
4320
-
-
Hire charges for diesel pump set 3 HP
4320
-
-
Bill No 1C : 450mm dia Main feeder main (1.09 km)
-
-
-
Hire charges for power breaker to dismantle the concrete / asphaltic road surfaces.
-
-
-
Non Bus Route - Kannigapuram main road, Brightons road, Narasimma Nagar
90
-
-
Bus Route - Dr. Ambedkar college road
1200
-
-
Supplying, laying of DI pipes (At 1.2m depth) Class K9 including back filling earthwork excavation for trenches in hard stiff clay, blackcotton, 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 carting the pipes from any of the Board's Stores to the site of work lowering into the trenches, and aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc,, complete (At 1.2m depth) Class K9 (Night work)
-
-
-
450mm dia water main
1290
-
-
Cutting of D.I Pipes
-
-
-
450mm dia D.I Pipes
20
-
-
Making Rubber Joints
-
-
-
450mm dia DI pipes
23
-
-
Testing of D.I pipes with hydraulic testing equipment by filling with water and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes, including other inDIdental and operational charges, etc., complete
-
-
-
450mm dia watermain
1290
-
-
Supplying, conveying & fixing of M.J Collar including earthwork excavation
-
-
-
450mm dia
7
-
-
Supplying, conveying & fixing of All Socket Tee including earthwork excavation
-
-
-
D.I 450mmx450mmx300mm
1
-
-
Disposal of surplus earth
91.14
-
-
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
1290
-
-
Additional works for SWD crossing
20
-
-
Construction of thrust blocks using Cement Concrete 1:3:6 ,40mm B.G.jelly for Plain Cement Concrete
-
-
-
450mm @ 90 Degree Bend
4
-
-
450mm @ 45 Degree Bend
2
-
-
Supplying and fixing 450mm dia sluice valve
1
-
-
Construction of chamber for 450mm to 450mm dia. Sluice valve including providing and fixing FRC cover and frame of size 60x60cm for size 1.35x1.35 x 1.95 m
1
-
-
Supplying, conveying & fixing of D.I Specials
-
-
-
450 mm DI D/S 90 deg bend
4
-
-
450 mm DI D/S 45 deg bend
2
-
-
450 mm DI Fl/ Soc tail piece
2
-
-
450 mm dia.d/fla.pipe 2.0m length
2
-
-
450 mm dia.d/fla.pipe 1.0m length
2
-
-
450 mm dia.d/fla.pipe 0.5m length
2
-
-
100 mm dia air valve
2
-
-
100 mm dia sluice valve
2
-
-
450 x 350 reducer
1
-
-
Core cutting- Trenchless Technology( 50 m)
1
-
-
Hire charges for diesel pumpset for 3 HP with fuel and crew charges
including transportation (43 Days x 8 Hrs/day x 2 Nos x 2 Shift/day)
688
-
-
Hire charges for diesel pumpset for 5 HP (43 Days x 8 Hrs/day x 2 Nos x 2 Shift/day)
344
-
-
Bill 1D: 350mm dia main feeder main ( Length 1.65 km)
-
-
-
Hire charges for power breaker to dismantle the concrete / asphaltic road surfaces.
-
-
-
Non Bus Route - Kannigapuram main road, Brightons road, Narasimma Nagar
1650
-
-
Supplying, laying of DI pipes (At 1.2m depth) Class K9 including back filling earthwork excavation for trenches in hard stiff clay, blackcotton, 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 carting the pipes from any of the Board's Stores to the site of work lowering into the trenches, and aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc,, complete (At 1.2m depth) Class K9
-
-
-
350mm dia water main
1650
-
-
Cutting of D.I Pipes
-
-
-
350mm dia D.I Pipes
20
-
-
Making Rubber Joints
-
-
-
350mm dia DI pipes
301
-
-
Testing of D.I pipes with hydraulic testing equipment by filling with water and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete
-
-
-
350mm dia watermain
1650
-
-
Supplying, conveying & fixing of M.J Collar including earthwork excavation
-
-
-
350mm dia
5
-
-
Disposal of surplus earth
158.67
-
-
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
1650
-
-
Additional works for SWD crossing
10
-
-
Construction of thrust blocks using Cement Concrete 1:3:6 ,40mm B.G.jelly for Plain Cement Concrete
-
-
-
350mm @ 90 Degree Bend
3
-
-
350mm @ 45 Degree Bend
2
-
-
Supplying and fixing 350mm dia sluice valve
1
-
-
Construction of chamber for 350mm to 350mm dia. Sluice valve including providing and fixing FRC cover and frame of size 60x60cm for size 1.35x1.35 x 1.95 m
1
-
-
Hire charges for diesel pumpset for 3 HP with fuel and crew charges
including transportation (43 Days x 8 Hrs/day x 2 Nos x 2 Shift/day)
880
-
-
Hire charges for diesel pumpset for 5 HP (43 Days x 8 Hrs/day x 2 Nos x 2 Shift/day)
440
-
-
Bill 1E : 300mm dia main feeder main ( Length 1.65 km)
-
-
-
Hire charges for power breaker to dismantle the concrete / asphaltic road surfaces.
-
-
-
Non Bus Route - Kannigapuram main road, Brightons road, Narasimma Nagar
780
-
-
Supplying, laying of DI pipes (At 1.2m depth) Class K9 including back filling earthwork excavation for trenches in hard stiff clay, blackcotton, 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 carting the pipes from any of the Board's Stores to the site of work lowering into the trenches, and aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc,, complete (At 1.2m depth) Class K9
-
-
-
300mm dia water main
780
-
-
Cutting of D.I Pipes
-
-
-
300mm dia D.I Pipes
20
-
-
Making Rubber Joints
-
-
-
300mm dia DI pipes
143
-
-
Testing of D.I pipes with hydraulic testing equipment by filling with water and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes, including other inDIdental and operational charges, etc., complete
-
-
-
300mm dia watermain
780
-
-
Supplying, conveying & fixing of M.J Collar including earthwork excavation
-
-
-
300mm dia
5
-
-
Disposal of surplus earth
55.11
-
-
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
780
-
-
Additional works for SWD crossing
9
-
-
Construction of thrust blocks using Cement Concrete 1:3:6 ,40mm B.G.jelly for Plain Cement Concrete
-
-
-
300mm @ 90 Degree Bend
3
-
-
300mm @ 45 Degree Bend
2
-
-
Supplying and fixing 300mm dia sluice valve
4
-
-
Construction of chamber for 300mm to 300mm dia. Sluice valve including providing and fixing FRC cover and frame of size 60x60cm for size 1.35x1.35 x 1.95 m
4
-
-
Supplying, conveying & fixing of D.I Specials
-
-
-
300 mm DI D/S 90 deg bend
6
-
-
300 mm DI D/S 45 deg bend
4
-
-
300 mm DI D/F 90 deg bend
5
-
-
300 mm DI Fl/ Soc tail piece
2
-
-
300 mm dia.d/fla.pipe 2.0m length
2
-
-
300 mm dia.d/fla.pipe 1.0m length
4
-
-
300 mm dia.d/fla.pipe 0.5m length
4
-
-
100 mm dia air valve
2
-
-
100 mm dia sluice valve
2
-
-
Hire charges for diesel pumpset for 3 HP with fuel and crew charges
including transportation (43 Days x 8 Hrs/day x 2 Nos x 2 Shift/day)
416
-
-
Hire charges for diesel pumpset for 5 HP (43 Days x 8 Hrs/day x 2 Nos x 2 Shift/day)
208
-
-
Bill No 1F : Plumbing works for Tenements (B.s Moorthy nagar) 6 Blocks
-
-
-
Earth work Excavation
12
-
-
Making bore and tapping inthe DI pipeline, supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304)female threaded metal insert, sealing rubber and plastic wide strap including suitable bolts and nuts, Polypropylene compression fitting adopter with metal insert (SS304-male threaded), Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve (stop cock) with compression joint at one end and female threaded at other end and suitable enclosure (HDPE) with top side openable for housing UPVC BallValve (stopcock) and testing house service connections including cost of water etc complete for following sizes. 25mmand Supplying UPVC 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
6
-
-
Supplying and fixing 25 mm PVC Ball Valve
240
-
-
Supplying and fixing P.V.C. Screw down tap of size 20mm dia
240
-
-
Supply and delivery and fixing of HDPE tank 300 litres capacity as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the UPVC pipes and specials for pipe connection works including cutting, threading and fixing charges as directed at site etc.,
240
-
-
Cutting of Road surface
-
-
-
Asphaltic Road
-
-
-
Bus Route
48
-
-
Bill No 1G : Plumbing works for Tenements (Vasuki nagar) 2 Blocks
-
-
-
Earth work Excavation
4
-
-
Supplying UPVC pipes and specials of size 32mm 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
2
-
-
Supplying and fixing 25 mm PVC Ball Valve
64
-
-
Supplying and fixing P.V.C. Screw down tap of size 20mm dia
64
-
-
Supply and delivery and fixing of HDPE tank 300 litres capacity as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the UPVC pipes and specials for pipe connection works including cutting, threading and fixing charges as directed at site etc.,
64
-
-
Cutting of Road surface
-
-
-
Concrete road
1.8
-
-
Bill No 1H : Plumbing works for Tenements (M.S Muthu nagar) 33 Blocks
-
-
-
Earth work Excavation
66
-
-
Supplying UPVC pipes and specials of size 32mm 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
33
-
-
Supplying and fixing 25 mm PVC Ball Valve
660
-
-
Supplying and fixing P.V.C. Screw down tap of size 20mm dia
660
-
-
Supply and delivery and fixing of HDPE tank 300 litres capacity as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the UPVC pipes and specials for pipe connection works including cutting, threading and fixing charges as directed at site etc.,
660
-
-
Cutting of Road surface
-
-
-
Concrete road
29.7
-
-
Bill No 2A : Construction of OHT 25LL - Puliyanthope OHT
-
-
-
Construction of Sub Structure - Pile Foundation
-
-
-
Providing and installing Bored cast- in-situ reinforced cement concrete pile of 700mm diameter and length below the pile cap to carry a safe working load not less than the specified, excluding the cost of concrete and steel reinforcement but including Betonite solution, machinery charges and Labour charges etc all complete
2420
-
-
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
-
-
-
Upto 2 m below GL
793
-
-
Dewatering using 20HP diesel engine pumpset including Hirecharges,cost of Diesel, Engineoil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
592
-
-
Chipping of piles from pile cap bottom upto GL which includes chipping and disposal of debris, etc
102
-
-
Supply and laying of soling stones 15cm cube (un blasted)
104
-
-
Supplying and filling crushed stone sand (M-sand) for foundations and basement including watering consolidating ramming, etc., complete
-
-
-
Upto 1.5m below GL
47
-
-
Cement concrete 1:3:6 using Crushed stone sand (M-sand) 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete
110
-
-
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
-
-
-
Upto 3.0m below G.L
362
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing,fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
Upto 1.5m below GL
470
-
-
From 1.5m to 4.5m below GL
171
-
-
From 4.5m to 9m below GL
257
-
-
From 9m to 13.50m below GL
257
-
-
From 13.50m to 18m below GL
157
-
-
Supplying and fabricating CRS/Thermo Mechanically Treated High Corrosion Resistance bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works as follows 10mm -32 mm dia rod (Fe-500 D Grade with CRS material)
196800
-
-
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement
154
-
-
Disposal of surplus earth
640
-
-
CONSTRUCTION OF SUPERSTRUCTURE
-
-
-
Providing form work with centering for soffits of Reinforced Cement Concrete slabs or plain surfaces including strutting upto 3m high
-
-
-
Upto 3 m above GL
267
-
-
From 3 m to 4 m above GL
399.7
-
-
From 4 m to 5 m above GL
194.6
-
-
From 5 m to 6 m above GL
88.8
-
-
From 6 m to 7 m above GL
88.8
-
-
From 7 m to 8 m above GL
288.2
-
-
From 8 m to 9 m above GL
306.2
-
-
From 9 m to 10 m above GL
88.8
-
-
From 10 m to 11 m above GL
88.8
-
-
From 11 m to 12 m above GL
88.8
-
-
From 12 m to 13 m above GL
511.3
-
-
From 13 m to 14 m above GL
88.8
-
-
From 14 m to 15 m above GL
88.8
-
-
From 15 m to 16 m above GL
511.3
-
-
From 16 m to 17 m above GL
887
-
-
From 17 m to 18 m above GL
202
-
-
From 18 m to 19 m above GL
202
-
-
From 19 m to 20 m above GL
202
-
-
From 20 m to 21 m above GL
202
-
-
From 21 m to 22 m above GL
202
-
-
From 22 m to 23 m above GL
816.7
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade using crushed stone sand (M-sand) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing,fixing ,fan clamps etc. as per standard specification and as directed by the Board officers complete.
-
-
-
Upto 1.5m above GL
20
-
-
From 1.5 m to 4.5 m above GL
132.5
-
-
From 4.5 m to 9 m above GL
152.5
-
-
From 9 m to 13.5 m above GL
152.5
-
-
From 13.5 m to 18 m above GL
25.4
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade using river sand for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
From 13.5 m to 18 m above GL
1309.5
-
-
From 18 m to 22.5 m above GL
2486.6
-
-
From 22.5 m to 27 m above GL
182.9
-
-
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 -32 mm dia rod (Fe-500 D Grade with CRS material)
555700
-
-
Providing RCC jolly work 50mm thick in cement concrete 1:2:4 (M-sand) excluding cost of reinforcement but including moulding curing etc complete.(for hand rails around OHT)
48
-
-
Special ceiling plastering for RCC slabs, and beams in CM 1:3 using Crushed stone sand (M-sand) – 10mm thick including hacking and curing, etc., complete
8904.9
-
-
Colour washing two coats over one coat of white washing.
8904.9
-
-
Weathering course: Concrete with broken brick jelly 20mm guage in pure slacked lime over RCC roof slab in proportion of 32:12 (no sand to be used) well beaten with wooden beaters to be required depth of 80mm thick and giving rerquired slope and thickness to roof as required etc. complete.
42.9
-
-
Granolithic flooring 50 mm thick with cement concrete 1:2:4 (M-sand) using 3 to 10 mm 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.
1020.7
-
-
Supplying and fixing FRC cover and frame of size 60x60cm including necessary masonry work and plastering etc complete.
2
-
-
Supplying and fixing of 100mm dia CI ventilating pipe of 0.5m length each with cowl.
4
-
-
Supplying and fixing of stainless steel ladder consisting of side support and foot rest at every 20cms all member of ladder made up of 18 SWG ,304 Grade stainless steel with stainless steel welded joints.The width of the ladder is 50 cms.
14
-
-
Testing of 25 LL OHT by retaining water for 48 hours in side the OHT including cost of water, pumping water into the OHT and bailing out of water(after testing) with necessary pumping equipments including attending the crack if any occurred during the test and other incidental and operational charges etc complete as directed at site.
1
-
-
Providing and fixing water level indicator of approved pattern.
1
-
-
Supplying and fixing 100mm dia A.C. down fall pipe including cost of 100mm dia A.C. pipe, shoe, bend brackets and teak wood plugs gratings etc. complete with door arrangements.
25
-
-
Supplying and fixing of GI Sheets 30cm wide and 1.6mm thick for construction jointing
178.13
-
-
Construction of spiral staircase
-
-
-
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 complete for open cut excavation
-
-
-
0 - 2m
5.2
-
-
2 - 3m
0.8
-
-
Supplying and filling Crushed stone sand (M-sand) for foundations and basement including watering consolidating ramming, etc., complete
0.4
-
-
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
-
-
-
1.5m to 4.5m below G.L.
0.4
-
-
Providing form work with centering for soffits of Reinforced Cement Concrete slabs or plain surfaces including strutting upto 3m high.
-
-
-
At 3.00m height below GL & above GL
67.3
-
-
At 6.00m height
4.1
-
-
At 9.00m height
4.1
-
-
At 12.00m height
4.1
-
-
At 15.00m height
4.1
-
-
At 17.00m height
1.2
-
-
At 20.00m height
1.2
-
-
At 22.00 m height
6.9
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing fan clamps etc. as per standard specification and as directed by the Board officers complete.
-
-
-
Upto 1.5m below GL
0.3
-
-
Upto 1.5m above G.L.
10
-
-
1.5m to 4.5 m below G.L.
4.8
-
-
1.5m to 4.5 m above G.L.
0.3
-
-
4.5m - 9.0m above G.L.
0.5
-
-
9.0m - 13.5m above G.L.
0.5
-
-
13.5m - 18.0m above G.L.
0.5
-
-
18.0m - 22.0m above G.L.
1.4
-
-
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 -32 mm dia rod (Fe-500 D Grade with CRS material)
2544
-
-
Colour washing two coats over one coat of white washing.
137
-
-
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundation and basement .
5.2
-
-
Disposal of surplus earth
1
-
-
Provision for Rain water harvesting structure
1
-
-
Provision for Lightning Arrestor & Lighting Arrangements
1
-
-
Dismantling of existing structure
1
-
-
Providing independent scaffolding (cuplock system with MS Tubular pipes made of 40NB B class conforming to IS 1161-1239 with pair of cups provided at 500 mm c/c with forged end blades welded at both ends of the tubular pipes to make the structure firmer by adding cross braces and rakers if necessary etc., complete.
2500000
-
-
Hire charges for diesel pumpset for 3 HP with fuel and crew charges
including transportation
1350
-
-
Hire charges for diesel pumpset for 5HP
2250
-
-
Hire charges for diesel pumpset for 7.5 HP
2700
-
-
Bill No 2B : 10LL OHT - Kannigapuram
-
-
-
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 as per SS 20B with initial lead of 10 mts. and lift of 2 mts.
-
-
-
0 - 2m
823.8
-
-
2 - 3m
411.9
-
-
3 - 4m
123.6
-
-
Supplying and filling Crushed stone sand (M-sand) for foundations and basement including watering consolidating ramming, etc., complete
58.6
-
-
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
58.6
-
-
Providing form work with centering for soffits of Reinforced Cement Concrete slabs or plain surfaces including strutting upto 3m high , scaffolding, etc
-
-
-
At 3.00m height above & below GL
724.2
-
-
At 4.00m height
272.2
-
-
At 5.00m height
54
-
-
At 6.00m height
54
-
-
At 7.00m height
272.2
-
-
At 8.00m height
54
-
-
At 9.00m height
54
-
-
At 10.00m height
54
-
-
At 11.00m height
272.2
-
-
At 12.00m height
54
-
-
At 13.00m height
54
-
-
At 14.00m height
272.2
-
-
At 15.00m height
54
-
-
At 16.00m height
54
-
-
At 17.00m height
446.5
-
-
At 18.00m height
114.6
-
-
At 19.00m height
229.2
-
-
At 20.00m height
114.6
-
-
At 21.00m height
114.6
-
-
At 22.00m height
250.3
-
-
At 24.00m height
265.5
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade 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 etc. as per standard specification and as directed by the Board officers complete.
-
-
-
Upto 1.5m below GL
41.4
-
-
Upto 1.5m above G.L.
9.2
-
-
1.5m to 4.5 m below G.L.
409.1
-
-
1.5m to 4.5 m above G.L.
51.1
-
-
4.5m - 9.0m above G.L.
60.2
-
-
9.0m - 13.5m above G.L.
60.2
-
-
13.5m - 18m above G.L.
54.1
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade using river sand for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
13.5m - 18m above G.L.
121.3
-
-
18m -22.5m above G.L.
134.9
-
-
22.5m -24.0m above G.L.
20
-
-
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 -32 mm dia rod (Fe-500 D Grade with CRS material)
128130
-
-
Special ceiling plastering for RCC slabs, and beams in CM 1:3 using Crushed stone sand (M-sand) – 10mm thick including hacking and curing, etc., complete
4000.8
-
-
Colour washing two coats over one coat of white washing.
4000.8
-
-
Granolithic flooring 50 mm thick with cement concrete 1:2:4 using 3 to 10 mm chips and top surface rendered smooth with cement including thread lining 25mm dia G.I.pipe of necessary length for water outlet curing etc. complete.
429
-
-
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundation and basement .
791
-
-
Disposal of surplus earth
568.2
-
-
Providing RCC jolly work 50mm thick in cement concrete 1:2:4 including moulding curing etc complete.(for hand rails around OHT)
30.2
-
-
Supplying and fixing FRC cover and frame of size 60x60cm including necessary masonry work and plastering etc complete.
2
-
-
Supplying and fixing of 100mm dia CI ventilating pipe of 0.5m length each with cowl.
4
-
-
Supplying and fixing of stainless steel ladder consisting of side support and foot rest at every 20cms all member of ladder made up of 18 SWG ,304 Grade stainless steel with stainless steel welded joints.The width of the ladder is 50 cms.
12
-
-
Testing of the OHT by retaining water for 48 hours in side the OHT including cost of water, pumping water into the OHT and bailing out of water(after testing) with necessary pumping equipments including attending the crack if any occurred during the test.
1
-
-
Providing and fixing water level indicator of approved pattern.
1
-
-
Supplying, and fixing 100mm down fall pipe including cost of 100mm AC pipe, shoe bend, bracket and teek wood plugs, grating etc. complete with door arrangments
25
-
-
Construction Joints of concrete - GI Sheets 30cm wide and 1.6mm thick
60.32
-
-
Construction of spiral staircase
-
-
-
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 as per SS 20B with initial lead of 10 mts. and lift of 2 mts.
-
-
-
0 - 2m
12.5
-
-
2 - 3m
1.9
-
-
Supplying and filling Crushed stone sand (M-sand) for foundations and basement including watering consolidating ramming, etc., complete
0.6
-
-
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
-
-
-
1.5m to 4.5m below G.L.
0.6
-
-
Providing form work with centering for soffits of Reinforced Cement Concrete slabs or plain surfaces including strutting upto 3m high.
-
-
-
At 3.00m height below GL & above GL
357.5
-
-
At 6.00m height
1.1
-
-
At 9.00m height
1.1
-
-
At 12.00m height
1.1
-
-
At 15.00m height
1.1
-
-
At 17.00m height
1.1
-
-
At 20.00m height
1.1
-
-
At 22.00 m height
2.3
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M20 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing fan clamps etc. as per standard specification and as directed by the Board officers complete.
-
-
-
Upto 1.5m below GL
0.6
-
-
Upto 1.5m above G.L.
20.1
-
-
1.5m to 4.5 m below G.L.
0.7
-
-
1.5m to 4.5 m above G.L.
1
-
-
4.5m - 9.0m above G.L.
1.4
-
-
9.0m - 13.5m above G.L.
1.5
-
-
13.5m - 18.0m above G.L.
1.4
-
-
18.0m - 22.0m above G.L.
0.6
-
-
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 -32 mm dia rod (Fe-500 D Grade with CRS material)
3598
-
-
Special ceiling plastering for RCC slabs, and beams in CM 1:3 using Crushed stone sand (M-sand) – 10mm thick including hacking and curing, etc., complete
535
-
-
Colour washing two coats over one coat of white washing.
535
-
-
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundation and basement .
11.9
-
-
Disposal of surplus earth
3
-
-
Provision for Rain water harvesting structure
1
-
-
Hire charges for diesel pumpset for 3 HP with fuel and crew charges including transportation
1500
-
-
Hire charges for diesel pumpset for 5HP
1500
-
-
Hire charges for diesel pumpset for 7.5 HP
2700
-
-
Bill No 2C : CONSTRUCTION OF 6 LAKH LITRES CAPACITY UGT
-
-
-
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
-
-
-
From 0 to 2 m below GL
363
-
-
From 2 to 3 m below GL
182
-
-
From 3 to 4 m below GL
182
-
-
From 4 to 5 m below GL
111
-
-
Supplying and filling Crushed stone sand (M-sand) for foundations and basement including watering consolidating ramming, etc., complete
28
-
-
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
-
-
-
From 1.5 m to 4.5 m below GL
28
-
-
Upto 1.5 m above GL
1
-
-
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
-
-
-
Upto 3 m above & 3 m below GL
507.6
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade using river sand for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
From 1.5 m above to 1.5 m below GL
52
-
-
From 1.5 m to 4.5 m below GL
134
-
-
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 -32 mm dia rod (Fe-500 D Grade with CRS material)
17965
-
-
Stock brick work with II class bricks in cement mortar 1:3 (Crushed stone sand (M-sand)) for 23 cm thick wall including curing etc. complete (including extra labour for 11cm thick wall)
2
-
-
Granolithic flooring 50 mm thick with cement concrete 1:2:4 using 3 to 10 mm chips and top surface rendered smooth with cement including thread lining 25mm dia G.I.pipe of necessary length for water outlet curing etc. complete.
282
-
-
Plastering with cement mortar 1:3 (Crushed stone sand (M-sand)) for 12mm thick including curing, etc., complete.
332
-
-
Special ceiling plastering for RCC slabs, and beams in CM 1:3 using Crushed stone sand (M-sand) – 10mm thick including hacking and curing, etc., complete
154
-
-
Colour washing two coats over one coat of white washing.
486
-
-
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.
5
-
-
Providing and fixing FRC cover and frame of size 60 x 60cm including necessary masonry work and plastering, etc., complete
3
-
-
Supplying and fixing of 100mm dia CI ventilating pipe of 2 m length with cowl.
4
-
-
Supplying and fixing of 300mm width 16 gauge GI plate for construction joint
55
-
-
Hire charges for diesel pumpset upto 3HP with fuel and crew charges including tranportation for bailing out of sub-soil water
120
-
-
Testing of the UGT by retaining water for 48 hours inside the UGT including cost of water pumping water into the UGT and bailing out of water (after testing ) with necessary pumping equipments including attending the crack if any occurred during the test and other incidental and accidental operational charges etc. complete (Details enclosed)
1
-
-
Refilling with excavated soils (other than sand) complying with standard specification for filling in foundation and basement.
83
-
-
Disposal of Surplus earth
754
-
-
100 mm pipe supply
DUCTILE IRON SOCKET/SPIGOT PIPES AS PER IS 8329/2000
580
-
-
100 mm pipe laying
Laying D.I. pipes including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on
580
-
-
5 HP submersible motor 300x40 lpm x head
OPENWELL SUBMERSIBLE PUMPSET AS PER IS 14220 / 2002 WITHOUT PANEL BOARD
Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of
3
-
-
Bill No 2D. CONSTRUCTION OF 1.6 LAKH LITRES CAPACITY UGT
-
-
-
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
-
-
-
From 0 to 2 m below GL
162
-
-
From 2 to 3 m below GL
81
-
-
From 3 to 4 m below GL
50
-
-
From 4 to 5 m below GL
8
-
-
Supplying and filling Crushed stone sand (M-sand) for foundations and basement including watering consolidating ramming, etc., complete
13
-
-
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
-
-
-
From 1.5 m to 4.5 m below GL
13
-
-
Upto 1.5 m above GL
1
-
-
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
-
-
-
Upto 3 m above & 3 m below GL
289.1
-
-
From 3 to 4 m below GL
24.8
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade using river sand for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
From 1.5 m above to 1.5 m below GL
26
-
-
From 1.5 m to 4.5 m below GL
49
-
-
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 -32 mm dia rod (Fe-500 D Grade with CRS material)
6637
-
-
Stock brick work with II class bricks in cement mortar 1:3 (Crushed stone sand (M-sand)) for 23 cm thick wall including curing etc. complete (including extra labour for 11cm thick wall)
1
-
-
Granolithic flooring 50 mm thick with cement concrete 1:2:4 using 3 to 10 mm chips and top surface rendered smooth with cement including thread lining 25mm dia G.I.pipe of necessary length for water outlet curing etc. complete.
115
-
-
Plastering with cement mortar 1:3 (Crushed stone sand (M-sand)) for 12mm thick including curing, etc., complete.
159
-
-
Special ceiling plastering for RCC slabs, and beams in CM 1:3 using Crushed stone sand (M-sand) – 10mm thick including hacking and curing, etc., complete
70
-
-
Colour washing two coats over one coat of white washing.
229
-
-
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.
4
-
-
Providing and fixing FRC cover and frame of size 60 x 60cm including necessary masonry work and plastering, etc., complete
3
-
-
Supplying and fixing of 100mm dia CI ventilating pipe of 2 m length with cowl.
4
-
-
Supplying and fixing of 300mm width 16 gauge GI plate for construction joint
32
-
-
Hire charges for diesel pumpset upto 3HP with fuel and crew charges including tranportation for bailing out of sub-soil water
120
-
-
Testing of the UGT by retaining water for 48 hours inside the UGT including cost of water pumping water into the UGT and bailing out of water (after testing ) with necessary pumping equipments including attending the crack if any occurred during the test and other incidental and accidental operational charges etc. complete (Details enclosed)
1
-
-
Refilling with excavated soils (other than sand) complying with standard specification for filling in foundation and basement.
46
-
-
Disposal of Surplus earth
254
-
-
100 mm pipe supply
DUCTILE IRON SOCKET/SPIGOT PIPES AS PER IS 8329/2000
280
-
-
100 mm pipe laying
Laying D.I. pipes including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks
280
-
-
5 HP submersible motor
300x40 lpm x head OPENWELL SUBMERSIBLE PUMPSET AS PER IS 14220 / 2002 WITHOUT PANEL BOARD Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes.
3
-
-
Bill No 2E.CONSTRUCTION OF COMPOUND WALL KANNIGAPURAM
-
-
-
Clearing heavy jungle
726
-
-
Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m (in all type of strata) in hard stiff clay stiff black cotton, hard red earth, shales, Muram, gravel, stoney earth and earth mixed with small size boulders S.S. 20-B. (excluding timbering and bailing out sub-soil water) as per P.W.D. standard schedule of rates for Chennai City.
-
-
-
Upto 2.0 m below GL
100.69
-
-
Supplying and filling M-sand for foundation and basement including watering, consolidating, ramming etc. complete.
11.26
-
-
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
-
-
-
Upto 1.5 m below GL
3.49
-
-
From 1.5 m to 4.5 m below GL
7.78
-
-
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
-
-
-
Upto 3 m above and below GL
263.52
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using Crushed stone sand (M-sand) and 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
Upto 1.5 m below GL
21.1
-
-
Upto 1.5 m above GL
6.32
-
-
From 1.5 m to 4.5 m above GL
1.13
-
-
Supplying and fabricating CRS/Thermo Mechanically Treated High Corrosion Resistance bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works as follows
2284
-
-
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.
-
-
-
Upto 1.5 m above GL
38.01
-
-
From 1.5 m to 4.5 m above GL
6.28
-
-
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
105.6
-
-
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 12-20mm 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
-
-
-
From 1.5 m to 4.5 m above GL
-
-
-
12mm 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
501.23
-
-
Colour washing two coats over one coat of white washing
501.23
-
-
Supplying and fixing 0.43 cu.m. of broken glass pieces on the coping of the compound wall with C.M. 1:3, 20mm thick including curing, etc., complete as directed
-
-
-
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.
91.8
-
-
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement
60.55
-
-
Disposal of surplus earth
40.14
-
-
Supplying and fabricating and erection of iron gate with 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 2x2m each is welded as two halves fixing letter ''METROWATER' including one coat of primer with red lead etc.compete as directed.
480
-
-
Painting with two coats of ready mixed plastic emulsion paint 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.
23.8
-
-
Bill No 2F.CONSTRUCTION OF COMPOUND WALL PULIANTHOPE
-
-
-
Clearing heavy jungle
1296
-
-
Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m (in all type of strata) in hard stiff clay stiff black cotton, hard red earth, shales, Muram, gravel, stoney earth and earth mixed with small size boulders S.S. 20-B. (excluding timbering and bailing out sub-soil water) as per P.W.D. standard schedule of rates for Chennai City.
-
-
-
Upto 2.0 m below GL
139.58
-
-
Supplying and filling M-sand for foundation and basement including watering, consolidating, ramming etc. complete.
15.59
-
-
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
-
-
-
Upto 1.5 m below GL
4.79
-
-
From 1.5 m to 4.5 m below GL
10.8
-
-
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
-
-
-
Upto 3 m above and below GL
362.64
-
-
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using Crushed stone sand (M-sand) and 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete.
-
-
-
Upto 1.5 m below GL
29.03
-
-
Upto 1.5 m above GL
8.59
-
-
From 1.5 m to 4.5 m above GL
1.5
-
-
Supplying and fabricating CRS/Thermo Mechanically Treated High Corrosion Resistance bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works as follows
3130
-
-
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.
-
-
-
Upto 1.5 m above GL
53.66
-
-
From 1.5 m to 4.5 m above GL
8.89
-
-
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
147.6
-
-
Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 12-20mm 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
-
-
-
From 1.5 m to 4.5 m above GL
-
-
-
12mm 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
707.62
-
-
Colour washing two coats over one coat of white washing
707.62
-
-
Supplying and fixing 0.43 cu.m. of broken glass pieces on the coping of the compound wall with C.M. 1:3, 20mm thick including curing, etc., complete as directed
-
-
-
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.
129.6
-
-
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement
84.16
-
-
Disposal of surplus earth
55.42
-
-
Supplying and fabricating and erection of iron gate with 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 2x2m each is welded as two halves fixing letter ''METROWATER' including one coat of primer with red lead etc.compete as directed.
480
-
-
Painting with two coats of ready mixed plastic emulsion paint 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.
23.8
-
-
Bill No - 3 :
SUPPLY, DELIVERY, ERECTION & COMMISSIONING OF ELECTRICALLY DRIVEN HORIZONTALLY SPLIT CASE WATER SUPPLY PUMPSETS WITH ALLIED ELECTRICAL WORKS FOR HEADWORKS AT KANNIGAPURAM WSS
-
-
-
Supply, delivery, erection, testing and commissioning of electrically driven, water lubricated horizontal split case water supply pumpset with bronze impellers, other accessories suitable for following duty point, including required capacity 3Ph, 415 V, AC, 50 Hz, TEFC, squirrel cage induction motor, on a common base plate, with suitable starter, fasteners including incidental civilworks etc. complete.
-
-
-
UNIT- 1 - 9000 lpm against a total head of 40 m
2
-
-
Supply, delivery, erection, testing and commissioning of vacuum pump of suitable capacity to prime the above pump, including required capacity 3 Ph, 415 V, AC, 50 Hz, Electrical Motor along with a common base plate for the pump and motor, coupling pulley, suitable starter, fasteners including incidental civil works and connecting with the suction pipe of the above pump sets including supply of necessary materials and labour etc.complete as instructed at site.
-
-
-
Vacuum Pump - 10 HP
2
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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.
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UNIT- 1 - 9 kVAR
2
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Vacuum Pump - 4 kVAR
2
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Supplying and fixing of 200 Amps Triple Pole fuse carrier in MS Sheet steel encloure with provision for accommodating the TNEB meter including earthing etc., complete.
1
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Supplying and fixing of 200 Amps Triple Pole FSU with HRC fuses on suitable angle iron frame with earth connection only.
1
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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 drawing & specifications;
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Capacity of M.V. Panel - 200 Amps
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200 A FP Motorised Online Change over Switch 25 kA
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63 A TP MCCB 25 kA for UNIT- 1
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32 A TP MCCB 25 kA for Vacuum Pump
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63 A TP MCCB 25kA (for UNIT- 1 cap.)
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32 A TP MCCB 25kA (for Vacuum Pump cap.)
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63 A TP MCCB 35kA (for PLC Panel)
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32 A TPN MCB 10kA (for LDB)
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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From 300 Fuse Carriers to 300 Amps SFU & from there to 300 Amps MCCB Switch of MV panel (Wall)
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size 3.5C, 300 Sqmm
10
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From Control Panel of DG to 300A MCCB of MV Panel (Under ground)
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size 3.5C, 300 Sqmm
25
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From 300 A MCCB of MV Panel to Control Panel of UNIT- 1 (Wall)
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size 3.5C, 300 Sqmm
20
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From Control Panel of UNIT- 1 to motor (Wall)
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size 3C, 300 Sqmm
15
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From Starter in MV Panel to Vacuum Pump (Wall)
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size 3C, 6 Sqmm
15
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From 100 A MCCB of MV Panel to UNIT- 1 Capacitors (Wall)
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size 3C, 50 Sqmm
30
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From 32 A MCCB of MV Panel to Vacuum Pump Capacitor (Wall)
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size 3C, 6 Sqmm
15
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From 32A MCB of MV Panel to PLC Panel & LDB (Wall) size 4 core 10 sq.mm
30
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From control Panel of Pump to Local P.B. Station & for automation
size 3 core 2.5 sq.mm copper (Under ground)
150
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From control Panel of Pump to Local P.B. Station & for automation
size 3 core 2.5 sq.mm copper (Wall)
50
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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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size 3.5C, 150 Sqmm (EB)
4
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size 3.5C, 35 Sqmm (DG)
2
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Size 3.5C, 25 sq.mm (UNIT- 1)
4
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Size 3C, 6 sq.mm (Vacuum Pump)
4
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size 3C, 10 Sqmm (UNIT- 1 capacitor)
4
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size 3C, 6 Sqmm (Vacuum Pump capacitor)
4
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Size 4 core 10 sq.mm PLC Panel and LDB
6
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size 3 core 2.5 sq.mm copper
40
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Supply, delivery and fixing of dust and vermin proof Local Push Button station near the pumpset with 1 No"ON" and 1 No "OFF" push buttons (the "OFF" push button shall be locable in "OFF" position).
4
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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.
1
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Run of 2 of 2.5 sq mm PVC unsheathed copper 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.
75
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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
12
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Fan Points
1
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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.
1
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Lighting Fixtures
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Supply and installation of 215 V - 1 x 40 W Flouresent TL fitting box type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube.
2
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Supply and installation of 215 V - 2 x 40 W Flouresent TL fitting industrial type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube.
6
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Supply and fixing of water tight bulk head fitting suitable for 100W bulb with lamp guard and lamp.
2
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Supplying and fixing of 12" sweep AC exhaust fan complete including providing necessary opening in the wall.
2
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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.
1
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a) Supply and erection of 1 No 3" dia 2 m long tubular Wall Mounted post with complete 250W sodium vapour lampwith necessary fitting and other accessories etc.
3
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Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
25
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Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
8
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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
2
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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.
4
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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
75
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Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
25
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Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
10
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Supply and delivery of the following safety equipment a) 5 kg capacity ISI marked dry chemical powder type fire extinguisher
1
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First Aid box ( medium)
1
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Fire bucket - 3 Nos with MS stand
1
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Rubber mat 6mmthick of 1.1 kv grade of size 2m x 1m
1
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Fire safety rules chart
1
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Shock treatment chart
1
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"Caution / Danger" Board
3
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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
1
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Ring spanner set of size in mm 6x7, 8x9, 10x11, 12x13, 14x15, 16x17, 18x19, 20x22 20x23 24x27, 25x28 & 30x32.
1
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Screw driver of size 12 inches
1
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Cutting plier of size 8 inches
1
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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
1
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Electrical tester
1
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Diesel Filling Pump (Hand operated )
1
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Measuring Dip Rod (MS) (for measuring 200 ltr. standard Barrel )
1
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Hack Saw frame with blade
1
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Lever type Grease gun
1
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Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete.
1
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Earthing as per ISI specifications with necessary masonary work
6
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Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipments
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25 x 6 mm GI Flat
50
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40 x 6 mm GI Flat
50
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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.
1
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Supply, Delivery, erection, testing and commissioning of Ultrasonic Level Transmitter of range 0 - 15 meters in the UGT and OHT of the hed works with necessary mounting arrangements including incidental civil works etc complete.
1
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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 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.
120
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Sub Total (excluding GST)
1
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GST @18%
1
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Evaluation Notes How It Works ?
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