Chennai Metropolitan Water Supply And Sewerage Board Tender
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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender
Eprocure
Opening Date20 Feb 2020
Closing Date17 Mar 2020
Tender Amount₹ 3,35,68,155
Costs
EMD
₹ 1,57,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CMWSS_158627_1Bid Award Id
ViewTender No
CNT/SEW/IA/PHASEI/3226A/19-20Tender Authority
Chennai Metropolitan Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://https://chennaimetrowater.tn.gov.in/
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Documents
Balance works under the work of enlargement of sewer main and pumping main in Division 178 and 179 o
BOQ Items
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1000 mm dia (with timbering) [Stocked at Perungudi STP from Velachery main road LIC Colony to Chennai silks (10 x 5.50) and from Velachery flyover towards Tambaram upto Marsh land (4 x 5.50), (1 x 2.20) & (1 x 1.00) ]
80.2
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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 LA CI pipe as per IS 1536 / 2001
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at 2.5m depth to invert.
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1000 mm dia (with timbering)
519.8
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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 [Stocked at Perungudi STP from Kamakotti nagar pumping station]
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Bends
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1000 mm CI D/S 221/2 degree Bend
1
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1000 mm CI D/S 45 degree Bend
2
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1000 mm CI D/S 90 degree Bend
4
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1000 mm CI Collars
3
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1000 mm soc/ Fl T.P
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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Bends
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1000 mm CI D/Fl 90 degree Duck Foot Bend
1
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1000 mm dia D/Fl pipe 2.0 m length
2
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1000 mm CI D/Fl 90 degree Bend
2
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1000 mm dia Bell mouth
1
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1000 mm CI Collars
1
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1000 mm spi/ Fl T.P
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 150 mm dia with 150 m S.V
1
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600 mm DN Sluice valve
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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1000x1000x200mm CI Flange on Double Socket Tee [Stocked at Perungudi STP from Kamakotti nagar pumping station]
1
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600 mm CI D/Fl 90 degree Bend [Already available at Perungudi STP]
2
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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 x 150 mm D/Fl taper
1
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1000 x 900 mm dia D/Fl Taper
1
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1000 x 1000 x 600 mm CI All Socket Tee
1
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600 mm dia spi/Fl T.P
1
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600 mm dia D/Fl pipe 5.0m length
1
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600 mm dia D/Fl pipe 3.0m length
1
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600 mm CI D/Fl 90 degree Duck Foot Bend
1
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Making rubber joints including using Rubber gaskets as jointing material.
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1000 mm dia
134
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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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1000 mm dia
8
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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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1000 mm dia
8
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Cutting CI Pipes
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1000 mm dia
6
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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 400 m and Non - Bus route roads of 200 m. [JCB - 10 m per hour]
60
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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
1200
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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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1000mm dia
1100
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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.
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Construction of chamber for A.V 80mm to 100mm 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.
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1000 mm CI D/S 221/2 degree Bend
1
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1000 mm CI D/S 45 degree Bend
2
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1000 mm CI D/S 90 degree Bend
4
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1000 mm CI D/Fl 90 degree Duck Foot Bend
1
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Interconnection Works
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Disjointing and refixing specials such as Tee Branches, Tapers and Bends excluding excavation for 900 mm dia .
1
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Hiring 7.5 HP Diesel pumpsets for dewatering the sewage.
(2 Pumps working for 24 Hrs for 10 days)
480
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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)
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0-2 m
12
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2-3 m
6
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Refilling with excavated earth (other than sand)
18
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Cutting Roads using power compressor (Bus route)
1.5
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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.
153
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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
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Concrete for filling the trenches
153
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Supply and delivery of MS specials as per IS 7322-1985 without inside lining and outside coating
1409.18
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Supplying stoneware pipes as per the latest revision of IS 651 with ISI markings on it, laying and jointing the pipes with cement joint, testing of S.W. pipes including earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram,gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches and aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete including the cost of jointing materials.
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250mm dia SW pipe
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at 1.50 m deep
210
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at 2.00 m deep
150
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Supplying stoneware pipes as per the latest revision of IS 651 with ISI markings on it, laying and jointing S.W pipes with cement joint, testing of S.W. pipes including earth work excavation in hard stiff clay,stiff black cotton,hard red earth,shales,muram,gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches and aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth including timbering the trenches, pumping out subsoil water etc., complete including the cost of jointing materials.
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250mm dia SW pipe
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at 2.50 m deep
140
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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
171.77
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End concrete
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Sewer main
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HSC
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Encasing concrete
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250mm dia SW pipe
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Concrete for filling the trenches
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200mm dia SW pipe
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HSC
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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 (As per the type design drawing for manholes).
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1.05m x 0.9m Rectangular Manhole for Sewers
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at 1.50 m deep
7
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at 2.00 m deep
5
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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 for 1.25 m dia.(As per the type design drawing for manholes).
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at 2.50 m deep
5
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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
1000
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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. [JCB - 10 m per hour]
124.7
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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
748
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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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... 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)
-
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... More
0-2 m
6
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... More
2-3 m
3
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Refilling with excavated earth (other than sand)
9
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... More
Cutting Roads using power compressor (Bus route)
0.75
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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.
138.63
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... More
Providing dummy arrangements in the existing manholes
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Compressor Operator
12
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Air Compressor
12
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Head Mazdoor
12
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Well Sinker- Ist Class
12
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Gunny Bag with Cement & Clay
120
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Connection work to the Arch sewer/ existing manholes as per site condition and repacking the damaged wall with concrete
-
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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.
0.34
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Hiring 7.5 HP Diesel pumpsets for dewatering the sewage from the existing manhole.
( For 1 MH - 2 Pumps working for 8 Hrs for 2 days)
32
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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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Hiring 7.5 HP Diesel pumpsets for dewatering the sewage from manhole and trench.
(For 1 MH - 2 Pumps working for 10 Hrs for 3 days; For 1 Trench - 2 Pumps working for 10 Hrs for 2 days)
1700
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