Chennai Metropolitan Water Supply And Sewerage Board Tender

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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender

Eprocure
Opening Date5 Dec 2019
Closing Date17 Dec 2019
Tender Amount₹ 2,80,82,951 
Notes
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Costs

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Documents
Balance works under the work of enlargement of sewer main, construction of manholes and enlargement of pumping main in Division 97 104 123 and 124 of Area VIII under Plugging of sewage outfalls in Chennai City water ways in Phase I Package II.
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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at 4.00 m deep

90

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at 4.50 m deep

73

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Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete for end concrete and concrete for filling the trenches.

73.11

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End concrete

-

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350 mm dia CI pipe = 3.47 Cu.m

-

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-

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HSC = 3.97 Cu.m

-

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Concrete for filling the trenches

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350 mm dia CI pipe = 44.55 Cu.m

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HSC = 21.22 Cu.m

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Construction of manholes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, manhole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each manhole pf size 1.25 m dia (As per the type design drawing for manholes).

-

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at 3.50 m deep

2

-

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at 4.00 m deep

3

-

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Construction of manholes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, manhole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each manhole pf size 1.25 m dia (As per the type design drawing for manholes).

-

-

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at 4.50 m deep

3

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-

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Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 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

440

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Cutting asphaltic concrete road using power compressor for non-bus route

143

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350 mm dia CI pipe = 55 Hrs

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HSC = 88 Hrs

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Hiring 7.5 HP Diesel pumpsets for dewatering the sewage from manhole and trench. (For 1 MH-1 Pumps working for 10 Hrs for 4 days For 1 TR-1 Pumps working for 10 Hrs for 3 days)

560

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Providing dummy arrngements in the existing manholes

-

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Compressor Operator

5

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Air Compressor [Market rate]

5

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Head Mazdoor

5

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Well Sinker- Ist Class

5

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Gunny Bag with Cement & Clay [Market rate]

50

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Providing House service connection: Supplying, laying jointing and testing 100mm dia SW pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. Lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete at an average depth of 2.0m.

-

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100 mm dia

352

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Supplying and filling the trenches with stone dust in layers of not more than 15 cm thick watering, ramming to consolidation etc., as a temporary restoration for the road cut portion complete including loading, unloading, conveyance and labour.

65.67

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-

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350 mm dia CI pipe = 44.55 Cu.m

-

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-

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HSC = 21.22 Cu.m

-

-

-

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Making trial pit including earth work excavation, cutting asphaltic road, refilling and disposal of surplus earth etc., complete.

-

-

-

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Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m 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.

-

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-

4

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-

2

-

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Refilling with excavated earth (other than sand)

6

-

-

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Cutting roads using power compressor for non-bus route

0.5

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Supply, delivery at site and laying the following class CI socket spigot pipes including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small size boulders depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering in to the trenches, aligning including refilling the trenches with excavated earth, watering, ramming and disposal of surplus earth etc; complete including timbering for depths more than 2.0 m as specified at site.

-

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Class A CI pipe

-

-

-

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at 1.5m depth to invert

-

-

-

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200 mm dia

3

-

-

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Supplying, Conveying and fixing specials like “C.I.Tee” Branches, Bends, tapers, collars, etc.,complete as specified at site including earthwork excavation for pipes

-

-

-

-

-

-

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200 mm 90 degree D/Soc bend

1

-

-

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200 mm CI Collars

1

-

-

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Supplying, Conveying and fixing Sluice Valves, Air Valves, Scour Valves and Reflux valves etc., complete with tail pieces conforming to relevant IS.

-

-

-

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Double Air Valve 80 mm dia with 80 mm Sluice valve

1

-

-

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200 mm DN Sluice valve

1

-

-

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Supplying, Conveying and fixing specials like “C.I.Tee” Branches, Bends, tapers, collars, etc.,complete as specified at site including earthwork excavation for Air valves, Sluice Valves, Scour Valves, Reflux valves etc.,complete as specified at site.

-

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200 mm x 200 mm x 80 mm d/soc /Fl Tee

1

-

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80mm CI D/F Pipe - 0.3m length

1

-

-

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200mm CI D/F Pipe - 0.3m length

1

-

-

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200mm CI D/F Pipe - 0.5m length

1

-

-

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200mm CI D/F Pipe - 2.0m length

1

-

-

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200 mm dummy plate

1

-

-

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Jointing the C.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete and testing the pipes to the required pressure with water (including cost of jointing materials)

-

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-

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200mm dia

4

-

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Jointing the C.I/ D.I - S/S pipes and specials with molten lead and Yarn including caulking the joints and testing to the required pressure with water. (Including cost of jointing materials)

-

-

-

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200mm dia

4

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-

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Cutting CI Pipes

-

-

-

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200mm dia

4

-

-

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Testing of C.I pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs.60/KL) and testing to recommended pressure in convenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for the following diametres of pipes.

-

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200mm dia

840

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Cutting Roads

-

-

-

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Cutting asphaltic concrete road using power compressor for bus route

1.5

-

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Interconnection work from value chamber to pumping main

-

-

-

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Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m 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.

-

-

-

8

-

-

4

-

-

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Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement

12

-

-

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Connection work to existing manhole or arch sewer

-

-

-

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Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete for end concrete of the existing manhole.

0.31

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-

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Hiring 7.5 HP Diesel pumpsets for dewatering the sewage. (2 MH - 2 Pumps working for 8 Hrs for 2 days).

64

-

-

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Mason for Brick work - II Class

0.5

-

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Mazdoor employed for Pitting, Trenching, Sampling and Drilling works

2

-

-

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Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete for filling the trench.

-

-

-

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200 mm dia

0.36000000000000004

-

-

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Supplying and filling the trenches with stone dust in layers of not more than 15 cm thick watering, ramming to consolidation etc., as a temporary restoration for the road cut portion complete including loading, unloading, conveyance and labour.

-

-

-

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200 mm dia

0.36000000000000004

-

-

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Hiring 7.5 HP Diesel pumpsets for dewatering the sewage from the existing manhole. (1 Pumps working for 24 Hrs for 3 days).

72

-

-

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Delivery at site and laying the following class CI socket spigot pipes including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small size boulders depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering in to the trenches, aligning including refilling the trenches with excavated earth, watering, ramming and disposal of surplus earth etc; complete including timbering for depths more than 2.0 m as specified at site.

-

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Class B CI pipe

-

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at 2.5m depth to invert.

-

-

-

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800 mm dia (including timbering) [Already avaialble pipes at ICF Railway Colony (6 x 4.00), (6 x 4.50), (1 x 5.00), (188 x 5.50)]

1090

-

-

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Supply, delivery at site and laying the following class CI socket spigot pipes including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small size boulders depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering in to the trenches, aligning including refilling the trenches with excavated earth, watering, ramming and disposal of surplus earth etc; complete including timbering for depths more than 2.0 m as specified at site.

-

-

-

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Class B CI pipe

-

-

-

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at 2.5m depth to invert.

-

-

-

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800 mm dia (including timbering)

90

-

-

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Conveying and fixing specials like “C.I.Tee” Branches, Bends, tapers, collars, etc.,complete as specified at site including earthwork excavation for pipes

-

-

-

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Bends [Stocked at Nesapakkam STP from Villivakkam STP]

-

-

-

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800 mm CI Collars

1

-

-

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Supplying, Conveying and fixing specials like “C.I.Tee” Branches, Bends, tapers, collars, etc.,complete as specified at site including earthwork excavation for pipes

-

-

-

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CI Tees

-

-

-

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800 x 800 x 450 A/Soc Tee

3

-

-

-

-

-

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800 mm CI D/S 221/2 degree Bend

4

-

-

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800 mm CI D/S 45 degree Bend

2

-

-

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800 mm CI D/S 90 degree Bend

8

-

-

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800 mm CI Collars

8

-

-

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Supplying, Conveying and fixing Sluice Valves, Air Valves, Scour Valves and Reflux valves etc., complete with tail pieces conforming to relevant IS.

-

-

-

... More
Double Air Valve 150 mm dia with 150 mm S.V

1

-

-

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800 mm DN Sluice valve

1

-

-

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450 mm DN Sluice valve for Scour

1

-

-

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Conveying and fixing specials like “C.I.Tee” Branches, Bends, tapers, collars, etc.,complete as specified at site including earthwork excavation for Air valves, Sluice Valves, Scour Valves, Reflux valves etc.,complete as specified at site.

-

-

-

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150 mm CI D/F Pipe - 1.5m length [Stocked at Nesapakkam STP from Villivakkam STP - (1 x 5.50) shall be used with the item (VI) (2) 150 mm CI D/F Pipe - 2.0m length - 2 Nos. ]

1

-

-

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150 mm CI D/F Pipe - 2.0m length [Stocked at Nesapakkam STP from Villivakkam STP - (1 x 5.50) shall be used with the item (VI) (1) 150 mm CI D/F Pipe - 1.5m length -1 No. ]

2

-

-

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450 mm CI D/F 90 deg Bend

1

-

-

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Supplying, Conveying and fixing specials like “C.I.Tee” Branches, Bends, tapers, collars, etc.,complete as specified at site including earthwork excavation for Air valves, Sluice Valves, Scour Valves, Reflux valves etc.,complete as specified at site.

-

-

-

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800 x 800 x 200 mm CI Flange on Double Socket Tee

1

-

-

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150 mm CI D/F 90 deg Bend

2

-

-

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200 x 150 mm D/Fl reducer

1

-

-

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150 mm CI D/F Pipe - 1.0m length

1

-

-

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150 mm CI D/F Pipe - 1.5m length

1

-

-

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150 mm CI D/F Pipe - 2.0m length

1

-

-

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200 mm spi/ Fl T.P

1

-

-

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450 mm CI Fl/Spi Tail piece

1

-

-

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450 mm CI D/F Pipe - 1.0m length

1

-

-

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450 mm CI D/F Pipe - 1.5m length

1

-

-

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450 mm CI D/F Pipe - 2.0m length

2

-

-

... More
Jointing the C.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete and testing the pipes to the required pressure with water (including cost of jointing materials)

-

-

-

... More
150 mm dia

8

-

-

... More
200 mm dia

1

-

-

... More
450 mm dia

8

-

-

... More
800 mm dia

6

-

-

... More
Jointing the C.I/ D.I - S/S pipes and specials with molten lead and Yarn including caulking the joints and testing to the required pressure with water. (Including cost of jointing materials)

-

-

-

... More
150 mm dia

1

-

-

... More
450 mm dia

2

-

-

... More
800 mm dia

30

-

-

... More
Cutting CI Pipes

-

-

-

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800 mm dia

30

-

-

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Hire charges for deploying JCB for cutting of asphaltic concrete roads including cost of diesel, oil charges, payments to drivers and helpers engaged for operating JCB, etc. complete for bus route roads of 50 m & non-bus route of 1130 m. [JCB - 10 m per hour]

118

-

-

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Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 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

2360

-

-

... More
Testing of C.I pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs.60/KL) and testing to recommended pressure in convenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for the following diametres of pipes.

-

-

-

... More
800mm dia

3500

-

-

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Construction of valve chambers for Sluice Valve, Air Valves, Scour, etc as specified including fixing L.S.Cover and frame etc complete.

-

-

-

... More
Construction of chamber for 450mm to 600 mm dia.sluice valve including providing and fixing L.S. cover and frame of size 60 x 60cm

1

-

-

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Construction of chamber for 700mm to 800mm dia.sluice valve including providing and fixing L.S. cover and frame of size 60 x 60cm

1

-

-

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Construction of chamber for A.V 150mm to 200mm dia. sluice valve including providing and fixing L.S. cover and frame of size 60 x 60cm

2

-

-

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Providing thrust blocks with Plain Cement Concrete in 1:3:6 with 40mm HBG for the CI pumping main including the cost of shuttering, compaction, curing etc. complete.

-

-

-

... More
450 mm dia 90 degree D/Soc bend

1

-

-

... More
800 x 800 x 450 A/Soc Tee

2

-

-

... More
800 mm CI D/S 221/2 degree Bend

4

-

-

... More
800 mm CI D/S 45 degree Bend

2

-

-

... More
800 mm CI D/S 90 degree Bend

8

-

-

... More
Interconnection works from value chamber to pumping main

-

-

-

... More
Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m 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).

-

-

-

12

-

-

6

-

-

... More
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement

18

-

-

... More
Interconnection works for pumping main into collection well

-

-

-

... More
Supply, delivery at site and laying the following class CI socket spigot pipes including earth work excavation for trenches in hard stiff clay, black cotton, hard red earth, shales, murrum gravel, stoney earth and earth mixed with small size boulders depositing the earth on banks with initial lead of 10m and initial lift of 2m, lowering in to the trenches, aligning including refilling the trenches with excavated earth, watering, ramming and disposal of surplus earth etc; complete including timbering for depths more than 2.0 m as specified at site.

-

-

-

... More
Class B CI pipe

-

-

-

... More
at 2.5m depth to invert.

-

-

-

... More
800 mm dia (including timbering)

10

-

-

... More
Cement concrete 1:3:6 using 12-20 mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete.

2.55

-

-

... More
Hiring 7.5 HP Diesel pumpsets for dewatering the sewage. (1 Pumps working for 24 Hrs for 4 days)

96

-

-

... More
Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete for filling the trench.

-

-

-

... More
800 mm dia

300.9

-

-

... More
Supplying and filling the trenches with stone dust in layers of not more than 15 cm thick watering, ramming to consolidation etc., as a temporary restoration for the road cut portion complete including loading, unloading, conveyance and labour.

-

-

-

... More
800 mm dia

300.9

-

-

... More
Providing dummy arrngements

-

-

-

... More
Compressor Operator

2

-

-

... More
Air Compressor

2

-

-

... More
Head Mazdoor

2

-

-

... More
Well Sinker- Ist Class

2

-

-

... More
Gunny Bag with Cement & Clay

20

-

-

... More
Making trial pit including earth work excavation, cutting asphaltic road, refilling and disposal of surplus earth etc., complete.

-

-

-

... More
Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m 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) .

-

-

-

16

-

-

8

-

-

... More
Refilling with excavated earth (other than sand)

24

-

-

... More
Cutting roads using power compressor for bus route

2

-

-

... More
Cutting roads for using power compressor non-bus route

1

-

-

... More
Supply and delivery of MS specials as per IS 7322-1985 without inside lining and outside coating

780.88

-

-



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