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 Date2 Dec 2023
Closing Date2 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 15,52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CMWSS_395363_1Bid Award Id
ViewTender No
CNT/ WSS/NCB/DEP/3589/2023-24Tender 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
100mm at 1.25m depth
5200
-
-
150mm at 1.25m depth
1781
-
-
200mm at 1.25m depth
285
-
-
250mm at 1.25m depth
392
-
-
300mm at 1.5m depth
80
-
-
350mm at 1.5m depth
143
-
-
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
20
-
-
150x150 mm DI A/S Tee
14
-
-
150x100 mm DI A/S Tee
30
-
-
200x200 mm DI A/S Tee
2
-
-
200x150 mm DI A/S Tee
2
-
-
200x100 mm DI A/S Tee
2
-
-
250x250 mm DI A/S Tee
1
-
-
250x200 mm DI A/S Tee
1
-
-
250x150 mm DI A/S Tee
2
-
-
250x100 mm DI A/S Tee
2
-
-
300x200 mm DI A/S Tee
1
-
-
350x250 mm DI A/S Tee
1
-
-
DI D/S Taper
-
-
-
150x100 mm DI D/S Taper
18
-
-
200x100 mm DI D/S Taper
2
-
-
200x150 mm DI D/S Taper
4
-
-
250x150 mm DI D/S Taper
2
-
-
250x200 mm DI D/S Taper
2
-
-
300x250 mm DI D/S Taper
1
-
-
350x250 mm DI D/S Taper
1
-
-
End Cap:
-
-
-
100 mm DI end cap
26
-
-
DI D/S 90 deg Bend:
-
-
-
100 mm DI D/S 90 deg bend
21
-
-
200 mm DI D/S 90 deg bend
1
-
-
250 mm DI D/S 90 deg bend
2
-
-
300 mm DI D/S 90 deg bend
3
-
-
350 mm DI D/S 90 deg bend
3
-
-
DI D/S 22.5 deg Bend:
-
-
-
300 mm DI D/S 22.5 deg bend
2
-
-
350 mm DI D/S 22.5 deg bend
2
-
-
DI Soc/Fl Tail Piece
-
-
-
300 mm DI Soc/Fl Tail Piece
1
-
-
350 mm DI Soc/Fl Tail Piece
1
-
-
DI Fl/Spi Tail Piece
-
-
-
300 mm DI Fl/Spi Tail Piece
1
-
-
350 mm DI Fl/Spi Tail Piece
1
-
-
DI D/S Taper for Sluice Valve
-
-
-
350x250 mm DI D/S Taper for SV
2
-
-
DI D/F Taper
-
-
-
300x150 mm DI D/F Taper
2
-
-
350x150 mm DI D/F Taper
2
-
-
MJ Collar
-
-
-
100 mm MJ Collar
2
-
-
150 mm MJ Collar
6
-
-
200 mm MJ Collar
1
-
-
250 mm MJ Collar
2
-
-
300 mm MJ Collar
1
-
-
DI D Soc/Fl Tee:
-
-
-
100x80 mm DI S/S/F tee
3
-
-
150x80 mm DI S/S/F tee
1
-
-
DI D/F pipe
-
-
-
150 mm DI D/F pipe - 0.6 m length
2
-
-
150 mm DI D/F pipe - 1.5 m length
2
-
-
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)
2
-
-
150 mm Sluice Valve (with TP)
4
-
-
200 mm Sluice Valve (with TP)
1
-
-
250 mm Sluice Valve (with TP)
2
-
-
300 mm Sluice Valve (with TP)
1
-
-
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)
9
-
-
1.35 x 1.35 x 1.95 m (for 300 to 400 mm dia SV)
1
-
-
Supply, delivery , conveying and fixing of CI double air valves and specials including loading, unloading, Transportation charges and stacking at site etc as directed by the engineer at site etc complete as per specifications.
-
-
-
Double Air Valve
-
-
-
80 mm Double Air Valve
4
-
-
Sluice Valve for fixing Air Valve
-
-
-
80 mm Sluice Valve (w/o TP)
4
-
-
Construction of Air valve 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 per specification and as per drawing.
-
-
-
1.2 x 0.9 x 1.80 m (for 80 mm dia AV)
4
-
-
Cutting of DI Pipes true to axis and finishing the ends complete .
-
-
-
100 mm
72
-
-
150 mm
51
-
-
200 mm
8
-
-
250 mm
9
-
-
300 mm
7
-
-
350 mm
7
-
-
Cutting of Road surface
-
-
-
Asphaltic Road
-
-
-
Non-Bus Route
1333.65
-
-
Bus Route
238.05
-
-
Concrete road
776.15
-
-
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
8
-
-
100mm
6
-
-
150mm
22
-
-
200mm
3
-
-
250mm
6
-
-
300mm
5
-
-
350mm
2
-
-
Jointing the DI Socket/spicot pipes and specials with rubber gasket(Tyton joint) including cost of jointing materials etc. complete.
-
-
-
100mm
192
-
-
150mm
140
-
-
200mm
28
-
-
250mm
28
-
-
300mm
17
-
-
350mm
17
-
-
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
5200
-
-
150mm
1781
-
-
200mm
285
-
-
250mm
392
-
-
300mm
80
-
-
350mm
143
-
-
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.
7881
-
-
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
2
-
-
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)
2
-
-
Bill no: A- 2: Providing water Distribution system to Kannagi nagar (Zone 2)
-
-
-
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
3580
-
-
150mm at 1.25m depth
871
-
-
200mm at 1.25m depth
144
-
-
250mm at 1.25m depth
187
-
-
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
27
-
-
150x150 mm DI A/S Tee
6
-
-
150x100 mm DI A/S Tee
16
-
-
200x150 mm DI A/S Tee
2
-
-
200x100 mm DI A/S Tee
1
-
-
250x200 mm DI A/S Tee
1
-
-
250x150 mm DI A/S Tee
1
-
-
250x100 mm DI A/S Tee
1
-
-
DI D/S Taper
-
-
-
150x100 mm DI D/S Taper
12
-
-
200x150 mm DI D/S Taper
2
-
-
250x150 mm DI D/S Taper
1
-
-
250x200 mm DI D/S Taper
1
-
-
End Cap:
-
-
-
100 mm DI end cap
17
-
-
DI D/S 90 deg Bend:
-
-
-
100 mm DI D/S 90 deg bend
10
-
-
250 mm DI D/S 90 deg bend
1
-
-
DI D/S 22.5 deg Bend:
-
-
-
100 mm DI D/S 22.5 deg bend
3
-
-
200 mm DI D/S 22.5 deg bend
1
-
-
250 mm DI D/S 22.5 deg bend
1
-
-
DI Soc/Fl Tail Piece
-
-
-
250 mm DI Soc/Fl Tail Piece
2
-
-
DI Fl/Spi Tail Piece
-
-
-
250 mm DI Fl/Spi Tail Piece
2
-
-
DI D/F Taper
-
-
-
250x100 mm DI D/F Taper
4
-
-
MJ Collar
-
-
-
100 mm MJ Collar
4
-
-
150 mm MJ Collar
3
-
-
200 mm MJ Collar
1
-
-
250 mm MJ Collar
2
-
-
DI D Soc/Fl Tee:
-
-
-
100x80 mm DI S/S/F tee
2
-
-
150x80 mm DI S/S/F tee
1
-
-
200x80 mm DI S/S/F tee
1
-
-
DI D/F pipe
-
-
-
100 mm DI D/F pipe - 0.4 m length
2
-
-
100 mm DI D/F pipe - 1 m length
2
-
-
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)
2
-
-
150 mm Sluice Valve (with TP)
3
-
-
200 mm Sluice Valve (with TP)
1
-
-
250 mm Sluice Valve (with TP)
2
-
-
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)
8
-
-
Supply, delivery , conveying and fixing of CI double air valves and specials including loading, unloading, Transportation charges and stacking at site etc as directed by the engineer at site etc complete as per specifications.
-
-
-
Double Air Valve
-
-
-
80 mm Double Air Valve
4
-
-
Sluice Valve for fixing Air Valve
-
-
-
80 mm Sluice Valve (w/o TP)
4
-
-
Construction of Air valve 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 per specification and as per drawing.
-
-
-
1.2 x 0.9 x 1.80 m (for 80 mm dia AV)
4
-
-
Cutting of DI Pipes true to axis and finishing the ends complete .
-
-
-
100 mm
63
-
-
150 mm
26
-
-
200 mm
6
-
-
250 mm
7
-
-
Cutting of Road surface
-
-
-
Asphaltic Road
-
-
-
Non-Bus Route
1506.4
-
-
Bus Route
282.95
-
-
Concrete road
198.89
-
-
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
8
-
-
100mm
16
-
-
150mm
9
-
-
200mm
3
-
-
250mm
10
-
-
Jointing the DI Socket/spicot pipes and specials with rubber gasket(Tyton joint) including cost of jointing materials etc. complete.
-
-
-
100mm
162
-
-
150mm
76
-
-
200mm
16
-
-
250mm
20
-
-
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
3580
-
-
150mm
871
-
-
200mm
144
-
-
250mm
187
-
-
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.
4782
-
-
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).
-
-
-
100 mm Electromagnetic Flow Meter
2
-
-
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 1.0 x 1.5 m (for 80-100 mm dia EFM)
2
-
-
Bill no A -3: Providing water Distribution system to Kannagi nagar (Zone 3)
-
-
-
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
3774
-
-
150mm at 1.25m depth
1403
-
-
200mm at 1.25m depth
286
-
-
250mm at 1.25m depth
76
-
-
300mm at 1.5m depth
567
-
-
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
14
-
-
150x150 mm DI A/S Tee
11
-
-
150x100 mm DI A/S Tee
19
-
-
200x200 mm DI A/S Tee
1
-
-
200x150 mm DI A/S Tee
1
-
-
200x100 mm DI A/S Tee
8
-
-
250x150 mm DI A/S Tee
3
-
-
250x100 mm DI A/S Tee
1
-
-
300x150 mm DI A/S Tee
1
-
-
300x100 mm DI A/S Tee
1
-
-
DI D/S Taper
-
-
-
150x100 mm DI D/S Taper
25
-
-
200x150 mm DI D/S Taper
3
-
-
250x200 mm DI D/S Taper
2
-
-
300x100 mm DI D/S Taper
1
-
-
300x250 mm DI D/S Taper
1
-
-
End Cap:
-
-
-
100 mm DI end cap
22
-
-
DI D/S 90 deg Bend:
-
-
-
100 mm DI D/S 90 deg bend
4
-
-
150 mm DI D/S 90 deg bend
2
-
-
300 mm DI D/S 90 deg bend
8
-
-
DI D/S 22.5 deg Bend:
-
-
-
100 mm DI D/S 22.5 deg bend
9
-
-
200 mm DI D/S 22.5 deg bend
4
-
-
300 mm DI D/S 22.5 deg bend
4
-
-
DI Soc/Fl Tail Piece
-
-
-
300 mm DI Soc/Fl Tail Piece
2
-
-
DI Fl/Spi Tail Piece
-
-
-
300 mm DI Fl/Spi Tail Piece
2
-
-
DI D/F Taper
-
-
-
300x150 mm DI D/F Taper
4
-
-
MJ Collar
-
-
-
100 mm MJ Collar
4
-
-
150 mm MJ Collar
3
-
-
200 mm MJ Collar
2
-
-
DI D Soc/Fl Tee:
-
-
-
100x80 mm DI S/S/F tee
2
-
-
150x80 mm DI S/S/F tee
2
-
-
DI D/F pipe
-
-
-
150 mm DI D/F pipe - 0.6 m length
2
-
-
150 mm DI D/F pipe - 1.5 m length
2
-
-
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)
4
-
-
150 mm Sluice Valve (with TP)
1
-
-
200 mm Sluice Valve (with TP)
2
-
-
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)
7
-
-
Supply, delivery , conveying and fixing of CI double air valves and specials including loading, unloading, Transportation charges and stacking at site etc as directed by the engineer at site etc complete as per specifications.
-
-
-
Double Air Valve
-
-
-
80 mm Double Air Valve
4
-
-
Sluice Valve for fixing Air Valve
-
-
-
80 mm Sluice Valve (w/o TP)
4
-
-
Construction of Air valve 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 per specification and as per drawing.
-
-
-
1.2 x 0.9 x 1.80 m (for 80 mm dia AV)
4
-
-
Cutting of DI Pipes true to axis and finishing the ends complete .
-
-
-
100 mm
55
-
-
150 mm
37
-
-
200 mm
16
-
-
250 mm
4
-
-
300 mm
14
-
-
Cutting of Road surface
-
-
-
Asphaltic Road
-
-
-
Non-Bus Route
1352.95
-
-
Bus Route
467.3
-
-
Concrete road
431.22
-
-
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
8
-
-
100mm
12
-
-
150mm
13
-
-
200mm
6
-
-
300mm
4
-
-
Jointing the DI Socket/spicot pipes and specials with rubber gasket(Tyton joint) including cost of jointing materials etc. complete.
-
-
-
100mm
157
-
-
150mm
114
-
-
200mm
38
-
-
250mm
11
-
-
300mm
34
-
-
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
3774
-
-
150mm
1403
-
-
200mm
286
-
-
250mm
76
-
-
300mm
567
-
-
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.
6106
-
-
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
2
-
-
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)
2
-
-
Bill no A - 4a : Providing HDPE tanks Along with plumbing arrangements for each (4 premises) Tenement at Kannagi Nagar TNUHDB in Area XV - 73 blocks
-
-
-
Earth work Excavation
146
-
-
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-malethreaded),Polyproplenecompressionfitting90degelbow,UPVCBallValve(stopcock)withcompressionjointatoneendandfemalethreadedatotherendandsuitableenclosure(HDPE)with top side openable for housing UPVC BallValve (stopcock) and testing houseserviceconnectionsincludingcostofwateretc 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
73
-
-
Supplying and fixing 25 mm PVC Ball Valve
292
-
-
Supplying and fixing P.V.C. Screw down tap of size 20mm dia
292
-
-
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.,
292
-
-
Cutting of Road surface
-
-
-
Asphaltic Road
-
-
-
Non-Bus Route
94.2
-
-
Bus Route
17.5
-
-
Concrete road
32.2
-
-
Bill no A - 4b: Providing HDPE tanks Along with plumbing arrangements for each (8 premises) Tenement at Kannagi Nagar TNUHDB in Area XV - 1178 blocks
-
-
-
Earth work Excavation
2356
-
-
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-malethreaded),Polyproplenecompressionfitting90degelbow,UPVCBallValve(stopcock)withcompressionjointatoneendandfemalethreadedatotherendandsuitableenclosure(HDPE)with top side openable for housing UPVC BallValve (stopcock) and testing houseserviceconnectionsincludingcostofwateretc 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
1178
-
-
Supplying and fixing 25 mm PVC Ball Valve
9424
-
-
Supplying and fixing P.V.C. Screw down tap of size 20mm dia
9424
-
-
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.,
9424
-
-
Cutting of Road surface
-
-
-
Asphaltic Road
-
-
-
Non-Bus Route
1519.6
-
-
Bus Route
282.7
-
-
Concrete road
519.5
-
-
Bill no A - 4c: Providing HDPE tanks Along with plumbing arrangements for each (18 premises) Tenement at Kannagi Nagar TNUHDB in Area XV - 330 blocks
-
-
-
Earth work Excavation
660
-
-
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-malethreaded),Polyproplenecompressionfitting90degelbow,UPVCBallValve(stopcock)withcompressionjointatoneendandfemalethreadedatotherendandsuitableenclosure(HDPE)with top side openable for housing UPVC BallValve (stopcock) and testing houseserviceconnectionsincludingcostofwateretc 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
330
-
-
Supplying and fixing 25 mm PVC Ball Valve
5940
-
-
Supplying and fixing P.V.C. Screw down tap of size 20mm dia
5940
-
-
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.,
5940
-
-
Cutting of Road surface
-
-
-
Asphaltic Road
-
-
-
Non-Bus Route
425.7
-
-
Bus Route
79.2
-
-
Concrete road
145.5
-
-
Bill no B: Pipes and specials for UGT - Suction and delivery arrangement
-
-
-
Supply, delivery, conveying and fixing following sizes of D/F DI pipes of classification K7 conforming to IS:8329 and DI specials of flange joint confirming to IS: 9523 including loading, unloading and stacking at the site etc complete.
-
-
-
250x200 mm DI D/F eccentric taper
3
-
-
250 mm DI D/F 90 deg bend
3
-
-
250 mm DI Bell mouth
3
-
-
250 mm DI D/F pipe 5.5 m long
9
-
-
250 mm DI D/F pipe 3 m long
6
-
-
200x150 mm DI D/F concentric taper
3
-
-
450x200 mm DI A/F tee
3
-
-
200 mm DI D/F pipe 0.5 m long
9
-
-
450 mm DI blank flange
1
-
-
450 mm DI D/F pipe 1.5 m long
3
-
-
450 mm DI D/F 90 deg bend
1
-
-
450 mm DI D/F pipe 3 m long
2
-
-
450 mm DI D/F 90 deg duckfoot bend
1
-
-
450x400 mm DI D/F concentric taper
2
-
-
400x300 mm DI D/F concentric taper
2
-
-
450x100 mm DI A/F tee
1
-
-
450 mm DI Fl/ Spi tail piece
1
-
-
450 mm DI Fl/ Soc tail piece
1
-
-
Supply, delivery, lowering and fixing sluice valves (PN 1.0) without tail pieces confirming to IS: 14846/2000 loading, unloading, transportation charges and stacking etc complete as per specifications for following size.
-
-
-
200 mm CI Sluice valve
3
-
-
300 mm CI Sluice valve
1
-
-
100 mm CI s.v for fixing Air valve
1
-
-
Supply, delivery, lowering and fixing the following CI Non return valves conforming to IS 5312/PART-1 and loading,unloading and stacking at site etc as directed for the following size.
-
-
-
200 mm CI Non return valve
3
-
-
Supplying and delivery at site, conveying and fixing of CI double air valves including loading, unloading and stacking at site etc as directed by the engineer at site etc complete as per specifications.
-
-
-
100 mm CI double Air valve
1
-
-
Supply, delivery and laying D.I. 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., 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 initial lift of 2m conveying to the site of work, lowering into the trenches, and aligning, jointing, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete for the pipes of following diametres @ 2.0m depth.
-
-
-
450 mm DI soc/spi pipe
15
-
-
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.
-
-
-
100mm
1
-
-
150mm
3
-
-
200mm
24
-
-
250mm
30
-
-
300mm
2
-
-
400mm
2
-
-
450mm
14
-
-
Jointing the DI Socket/spicot pipes and specials with rubber gasket(Tyton joint) including cost of jointing materials etc. complete.
-
-
-
450mm
2
-
-
Testing of DI pipes with hydraulic testing equipment by filling with 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 the following diametres of pipes.
-
-
-
450mm
15
-
-
Construction of Thrust block of standard size with PCC 1:3:6 using 40 mm HBJ including fixing of M.S rod for anchorage as directed during excution with necessary earth-work excavation, centering, curing etc complete for various bends,Tees as mentioned below
-
-
-
450 mm DI D/F 90 deg duckfoot bend
1
-
-
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.
-
-
-
1.2mx1.35mx1.55 m size chamber for 300mm Sluice Valves
1
-
-
BILL NO : C Feeder main arrangement from UGT at Kannagi Nagar to OHT
-
-
-
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.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
-
-
-
450mm dia at 1.5 m depth
350
-
-
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.
-
-
-
Specials along Conveying main alignment
-
-
-
450mm 90 deg DI D/S bend
2
-
-
Specials for Electromagnetic flow meter
-
-
-
450mm DI Fl/Soc Tail Piece
2
-
-
450x400mm DI D/F Taper
4
-
-
400x200mm DI D/F Taper
4
-
-
200mm DI D/F pipe- 2m length
2
-
-
200mm DI D/F pipe- 0.8m length
2
-
-
200mm dia MJ Collar
2
-
-
450mm DI Fl/Spi Tail Piece
2
-
-
Cutting of DI Pipes true to axis and finishing the ends complete .
-
-
-
450 mm
4
-
-
Jointing the DI Socket/spicot pipes and specials with rubber gasket (Tyton joint) including cost of jointing materials etc. complete.
-
-
-
For specials
-
-
-
450 mm
8
-
-
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.
-
-
-
200 mm
6
-
-
450 mm
4
-
-
400 mm
4
-
-
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.
-
-
-
450mm
350
-
-
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.
350
-
-
Cutting of Road surface
-
-
-
Asphaltic Road
-
-
-
Bus route
297.5
-
-
Construction of Thrust block of standard size with PCC 1:3:6 using 40 mm HBJ including fixing of M.S rod for anchorage as directed during excution with necessary earth-work excavation, centering, curing etc complete for various bends,Tees as mentioned below
-
-
-
450mm D/S 90 deg bend
2
-
-
Supply, delivery, erection, testing and commissioning of electromagnetic flow meter of following size in the inlet of the UGT 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) and its specials and chamber provision.
-
-
-
200mm Electromagnetic Flow Meter
2
-
-
Construction of Chamber for Electromagnetic Flow Meter using machine batched machine mixed and machine vibrated design mix. cement concrete M25 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, RCC cover slab in M20 proportion using 20 mm jelly, chamber foundation in PCC 1:3:6 (M-Sand ) proportion using 40 mm jelly ,bed block in CC 1:2:4 (M-Sand) 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 and including providing and fixing FRC 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)
2
-
-
BILL NO : D Construction of OHT at Kannagi Nagar
-
-
-
BILL NO : 7 Construction of OHT of 38 Lakhs capacity with 17 m staging Height
-
-
-
CONSTRUCTION OF SUBSTRUCTURE - 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
857
-
-
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
26
-
-
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
54
-
-
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
126
-
-
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
454
-
-
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
498
-
-
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)
201000
-
-
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement
167
-
-
Disposal of surplus earth
691
-
-
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
499.9
-
-
From 4 m to 5 m above GL
233.1
-
-
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
349.8
-
-
From 8 m to 9 m above GL
383.2
-
-
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
649.9
-
-
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
649.9
-
-
From 16 m to 17 m above GL
1295.6
-
-
From 17 m to 18 m above GL
242.8
-
-
From 18 m to 19 m above GL
242.8
-
-
From 19 m to 20 m above GL
242.8
-
-
From 20 m to 21 m above GL
242.8
-
-
From 21 m to 22 m above GL
242.8
-
-
From 22 m to 23 m above GL
1188.1
-
-
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
160.2
-
-
From 4.5 m to 9 m above GL
180.2
-
-
From 9 m to 13.5 m above GL
180.2
-
-
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
1965
-
-
From 18 m to 22.5 m above GL
3809.7
-
-
From 22.5 m to 27 m above GL
278.9
-
-
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)
818000
-
-
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)
60.3
-
-
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
11537.2
-
-
Colour washing two coats over one coat of white washing.
11537.2
-
-
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.
66.8
-
-
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.
1608.8
-
-
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 38 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
-
-
Construction of 17m staging height 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
-
-
-
Drilling of bore well of size 16" dia in sedimentary formation using hand boresets including insertion of casing pipes and removal of casing pipes suppling and packing of pebbels and conveyance of hand boreset including loading and unloading
8
-
-
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
3.3
-
-
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
0.3
-
-
Stock brick work with II class bricks in C.M. 1:4 (Crushed stone sand (M-sand)) for 23 cm thick wall including curing etc.complete
-
-
-
Upto 1.5 m below GL
1.1
-
-
From 1.5 m to 4.5 m below GL
0.1
-
-
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundation and basement .
2.2
-
-
Disposal of surplus earth
2
-
-
Supplying and filling river sand for RWH structure
0.2
-
-
Supplying and filling hard broken stones 20 mm BG for RWH structure.
0.2
-
-
Supplying and filling hard broken stones 40 mm BG for RWH structure.
0.2
-
-
Supplying and fixing PVC slotted pipe, 160 mm dia
7.4
-
-
Supplying and fixing PVC end cap 160 mm dia
1
-
-
PERFORATED R.C.C. SLAB
-
-
-
Precast slab in Cement Concrete 1:2:4 (River sand) using 12-20mm BG 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, etc., complete.
1.2
-
-
Provision for Lightning Arrestor & Lighting Arrangements for OHT
-
-
-
Supplying and fixing of 32 amps single phase 415 V DP SFU switch on suitable angle iron frame with earth connection only.
1
-
-
Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for following Size 2 core 4sq.mm. Length
10
-
-
Suppling and fixing of cable gland and termination with earth connection for following cables, Size 2 core 4 sq.mm
2
-
-
Supply, delivery and erection of lighting distribution board consisting of 1 No of 40 A DP isolator, 3 nos of 5A , MCB(SP)in a sheet steel enclosure fitted with busbars and neutral links and with suitable angle iron frame works etc. complete.
1
-
-
Run of 2 of 2.5 sq mm PVC unsheathed copper single core cable inconduit pipe for mains with continuous earth connection by 14 SWG wire
10
-
-
Wiring with 2.5 sq.mm PVC unsheathed Al single core copper cable on suitable rigid PVC pipe for 5A 3 pin CS plug non interlocking including supply and fixing of plug in top in MS box with continuous earth connection by 14 SWG TC wire.
1
-
-
Wiring with 2.5 sq.mm. PVC unsheathed copper single core cable in PVC rigid pipe for lights with MS joint box and MS switch box only in flush with wall and covered by PVC sheet of 3 mm thick cover with continuous earth connection by 14 SWG TC wire.
3
-
-
Supply, and fixing of box type 4'40 w single fluorescent fitting complete with TW round block and tube on ceiling or wall with connection.
3
-
-
a) Supply and erection of 1 No 3" dia 7m long tubular lamp post with complete 250W sodium vapour lamp with necessary fitting and other accessories etc.
2
-
-
b) Supplying and laying LTUG cable in a trench to be excavated at a depth of 2.5 feet putting 6 inch layer of sand and covering the cable with brick and sand refilling the earth to make good, of 2 core 4 sq.mm
30
-
-
c) Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for following 2 core 4 sq.mm
10
-
-
d) Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
4
-
-
e) Supplying and fixing of 15 amps DP SFU 1'0" switch with F & N on a suitable angle iron frame with earth connection
1
-
-
Supply and connection of earthing conductor between earth pit and equipments 25 x 6 mm GI
65
-
-
Lightning Conductor
-
-
-
a) Supply , delivery and fixing of Lightning Conductor complete set with 1 m copper tube, 5 spike, base & ball etc
1
-
-
b) Supply and laying of earthing conductor from lightning conductor set to earthpit including scoffolding arrangements 40 x 6 mm GI flat
125
-
-
c) Supplying and laying of Busbar insulator support
75
-
-
d) Earthing as per ISI specifications with necessary masonry work
2
-
-
Dismantling of existing structure
-
-
-
Using Electrically operated Breaker machine for demolishing and breaking the Concrete debris of Ground Floor Building
80
-
-
Using JCB for levelling and loading for removal of concrete
4
-
-
Transporting the Broken concrete debris to nearby SPS location
6
-
-
Removing the EB main switch box,meter and allied works for reuse
a)Electrician Category II
1
-
-
Barrication all around the building from top to bottom upto 6 m using Green net cloth with scaffholding
471.9
-
-
Labour for cleaning,watering the structures frequently (to avoid dust)diverting the trafficc oneither side of the street 1)Mazdoor Category II
5
-
-
Dismantle and remove the GI pipes and specials,Dispaly Board and other allied works including neatly stacking the materials from the Building site
a)Plumber Category I
2
-
-
b)Mazdoor Category II
2
-
-
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.
3800000
-
-
Bill no: 8 Providing Inlet & Outlet arrangement at Kannagi Nagar OHT
-
-
-
Supply, delivery, conveying and fixing following sizes of D/F DI pipes of classification K9 conforming to IS:8329 and DI specials of flange joint confirming to IS: 9523 including loading, unloading and stacking at the site etc complete.
-
-
-
Inlet pipe
-
-
-
450 mm D.I D/F Pipe 2.5 m long
8
-
-
450 mm D.I D/F Pipe 2 m long
1
-
-
450 mm D.I D/F Pipe 1 m long
1
-
-
450 mm D.I D/F Pipe 0.5 m long
4
-
-
450 mm DI D/F 90 deg duckfoot bend
1
-
-
450 mm DI D/F 90 deg bend
2
-
-
450 mm DI bell mouth
1
-
-
Outlet pipe for DMA 1
-
-
-
350 mm D.I D/F Pipe 2.5 m long
6
-
-
350 mm D.I D/F Pipe 2 m long
1
-
-
350 mm D.I D/F Pipe 0.5 m long
3
-
-
350 mm DI D/F 90 deg duckfoot bend
1
-
-
350 mm DI Fl/ Spi tail piece
1
-
-
Outlet pipe for DMA 2
-
-
-
300 mm D.I D/F Pipe 2.5 m long
6
-
-
300 mm D.I D/F Pipe 2 m long
1
-
-
300 mm D.I D/F Pipe 0.5 m long
3
-
-
300 mm DI D/F 90 deg duckfoot bend
1
-
-
300 mm DI Fl/ Spi tail piece
1
-
-
Outlet pipe for DMA 3
-
-
-
250 mm D.I D/F Pipe 2.5 m long
6
-
-
250 mm D.I D/F Pipe 2 m long
1
-
-
250 mm D.I D/F Pipe 0.5 m long
3
-
-
250 mm DI D/F 90 deg duckfoot bend
1
-
-
250 mm DI Fl/ Spi tail piece
1
-
-
Outlet pipe for DMA 4
-
-
-
250 mm D.I D/F Pipe 2.5 m long
6
-
-
250 mm D.I D/F Pipe 2 m long
1
-
-
250 mm D.I D/F Pipe 0.5 m long
3
-
-
250 mm DI D/F 90 deg duckfoot bend
1
-
-
250 mm DI Fl/ Spi tail piece
1
-
-
Outlet pipe for DMA 5
-
-
-
300 mm D.I D/F Pipe 2.5 m long
6
-
-
300 mm D.I D/F Pipe 2 m long
1
-
-
300 mm D.I D/F Pipe 0.5 m long
3
-
-
300 mm DI D/F 90 deg duckfoot bend
1
-
-
300 mm DI Fl/ Spi tail piece
1
-
-
Outlet pipe for DMA 6
-
-
-
300 mm D.I D/F Pipe 2.5 m long
6
-
-
300 mm D.I D/F Pipe 2 m long
1
-
-
300 mm D.I D/F Pipe 0.5 m long
3
-
-
300 mm DI D/F 90 deg duckfoot bend
1
-
-
300 mm DI Fl/ Spi tail piece
1
-
-
Scour pipe
-
-
-
150 mm D.I D/F Pipe 2.5 m long
6
-
-
150 mm D.I D/F Pipe 2 m long
1
-
-
150 mm D.I D/F Pipe 0.5 m long
2
-
-
150 mm DI D/F 90 deg duckfoot bend
2
-
-
150 mm DI D/F 90 deg bend
2
-
-
150 mm D.I D/F Pipe 5.5 m long
2
-
-
Over Flow pipe
-
-
-
150 mm D.I D/F Pipe 2.5 m long
8
-
-
150 mm D.I D/F Pipe 1 m long
1
-
-
150 mm D.I D/F Pipe 0.5 m long
1
-
-
150 mm DI D/F 90 deg duckfoot bend
2
-
-
150 mm DI D/F 90 deg bend
2
-
-
150 mm D.I D/F Pipe 5.5 m long
2
-
-
Supply, delivery, lowering and fixing sluice valves (PN 1.0) without tail pieces confirming to IS: 14846/2000 loading, unloading, transportation charges and stacking etc complete as per specifications for following size.
-
-
-
150 mm CI Sluice valve
1
-
-
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.
-
-
-
150mm
28
-
-
450mm
17
-
-
350mm
12
-
-
300mm
36
-
-
250mm
24
-
-
Jointing the DI Socket/spicot pipes and specials with rubber gasket(Tyton joint) including cost of jointing materials etc. complete.
-
-
-
150mm
4
-
-
350mm
1
-
-
300mm
3
-
-
250mm
2
-
-
Construction of Thrust block of standard size with PCC 1:3:6 using 40 mm HBJ including fixing of M.S rod for anchorage as directed during excution with necessary earth-work excavation, centering, curing etc complete for various bends,Tees as mentioned below
-
-
-
450 mm DI D/F 90 deg duckfoot bend
1
-
-
350 mm DI D/F 90 deg duckfoot bend
2
-
-
300 mm DI D/F 90 deg duckfoot bend
3
-
-
250 mm DI D/F 90 deg duckfoot bend
2
-
-
150 mm DI D/F 90 deg duckfoot bend
4
-
-
BILL NO : 9 Construction of Compound wall at Kannagi Nagar OHT
-
-
-
Clearing heavy jungle
1120
-
-
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
124.95
-
-
Supplying and filling M-sand for foundation and basement including watering, consolidating, ramming etc. complete.
13.87
-
-
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
9.72
-
-
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
321.84
-
-
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
25.84
-
-
Upto 1.5 m above GL
6.42
-
-
From 1.5 m to 4.5 m above GL
4.34
-
-
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
3660
-
-
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
40.06
-
-
From 1.5 m to 4.5 m above GL
26.53
-
-
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
132.6
-
-
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
67.5
-
-
Plastering with cement mortar 1:3 (Crushed stone sand (M-sand)) for 12mm thick including curing, etc., complete.
639.47
-
-
Colour washing two coats over one coat of white washing
706.97
-
-
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.
116.1
-
-
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement
75.52
-
-
Disposal of surplus earth
49.43
-
-
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 : 10 SUPPLY, DELIVERY, ERECTION & COMMISSIONING OF ELECTRICALLY DRIVEN HORIZONTALLY SPLIT CASE WATER SUPPLY PUMPSETS WITH ALLIED ELECTRICAL WORKS at 11 LL litre UGT in Kannagi Nagar
-
-
-
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.
1
-
-
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.
3
-
-
Supply, delivery and fixing of 11kV, 3 Phase, Horn gap fuses in the incoming side of the 11 kV supply with earthing
1
-
-
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.
2
-
-
Supply, delivery and fixing of lightning arrestors suitable for 11 kV system and suitable for fixing on steel structure.
3
-
-
Construction of transformer plinth as per CEIG requirements
2
-
-
Transformer sub station erection charges
1
-
-
Chain link fencing with gate including the TNEB 2 poles Spreading of materials as per CEIG requirements
1
-
-
Designing and preparation of CEIG drawings, obtaining Approval and safety certificate including submission of Completion report and rectification report.
1
-
-
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
-
-
-
250 kVA, 11kV/433V
2
-
-
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
1
-
-
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, SPDP, squirrel cage induction motor, on a common base plate, with suitable starter, fasteners including incidental civilworks etc. complete.
-
-
-
Pump 1 - 4044 lpm against a total head of 32 m
3
-
-
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
-
-
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.
-
-
-
Pump 1 - 20 kVAR
3
-
-
Vacuum Pump - 4 kVAR
2
-
-
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;
Capacity of M.V. Panel - 600 Amps
630 A FP MDO ACB 50 kA (for EB)-2 Nos.
175 A FP(SN) MCCB 50 kA (for DG)-1 No.
150 A TP MCCB 35 kA for Pump 1-3 Nos.
32 A TP MCCB 35 kA for Vacuum Pump-2 Nos.
63 A TP MCCB 35kA (for Pump 1 cap.)-3 Nos.
32 A TP MCCB 25kA (for Vacuum Pump cap.)-2 No
63 A TP MCCB 35kA (for PLC Panel)- 1 No
32 A TP MCB 10kA (for LDB & PLC)-2 Nos
1
-
-
Supply, delivery, erection, testing and commissioning of following capacity Diesel Generator set, Phase, 50Hz, 415V, consisting of Diesel Engine capable of delivering continous brake horse power with standard fittings, water-cooled Radiator, acuostic enclosure to restrict the noise level as per TNPCB norms, Residential silencer with exhaust pipe arrangements, suitable alternator (brushless), self-excited, self-regulated, suitable for continous operation. Automatic Mains Failure (AMF) 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.
-
-
-
Capacity of D.G. Set - 125 kVA
1
-
-
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.
-
-
-
From transformers to the MV Panel size 3.5C,240 Sqmm
50
-
-
From Control Panel of DG to 175A MCCB of MV Panel size 3.5C, 120 Sqmm (Underground)
50
-
-
From 150 A MCCB of MV Panel to Control Panel of Pump 1 (Wall) size 3.5C, 95 Sqmm
30
-
-
From 32 A MCCB of MV Panel to Control Panel of Vacuum Pump (Wall)size 4C, 6 Sqmm
20
-
-
From 63 A MCCB of MV Panel to Pump 1 Capacitors (Wall) size 3C, 25 Sqmm
45
-
-
From 32 A MCCB of MV Panel to Vacuum Pump Capacitor (Wall) size 3C, 6 Sqmm
30
-
-
From 32A MCB of MV Panel to LDB and PLC Panel(Wall)
size 4 core 10 sq.mm
50
-
-
From control Panel of Pump to Local P.B. Station and for PLC signal cables
size 3 core 2.5 sq.mm copper (Under ground)
150
-
-
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.
-
-
-
size 3.5C,240 Sqmm (EB)
4
-
-
size 3.5C, 120 Sqmm (DG)
2
-
-
Size 3.5C, 95 sq.mm (Pump 1)
6
-
-
Size 4C, 6 sq.mm (Vacuum Pump)
4
-
-
size 3C, 25 Sqmm (Pump 1 capacitor)
6
-
-
size 3C, 6 Sqmm (Vacuum Pump capacitor)
4
-
-
Size 4 core 10 sq.mm (LDB & PLC)
4
-
-
size 3 core 2.5 sq.mm copper
50
-
-
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.
-
-
-
For Pump 1
3
-
-
For Vacuum Pump
2
-
-
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).
5
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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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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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Screw driver consisting of various sizes
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12 inches
2
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Cutting plier of sizes
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8 inches
2
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Megger kit (1000 V, 200 M ohm) with leather case
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 25 x 6 mm GI Flat
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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 suitable for maximum depth of suction well 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 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.
120
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