Chennai Metropolitan Water Supply And Sewerage Board Tender
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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender
Civil And Construction
Construction Material
Pipe Line Project
Eprocure
Opening Date24 Dec 2022
Closing Date16 Mar 2023
Tender Amount₹ 20,10,12,696
Costs
EMD
₹ 6,61,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CMWSS_275051_1Bid Award Id
ViewTender No
CNT/WSS/NCB/IandA/3504/2022-23Tender Authority
Chennai Metropolitan Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://https://chennaimetrowater.tn.gov.in/
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Documents
BOQ Items
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Greater than 2 m and upto 3 m
3760
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Greater than 3 m and upto 4 m
3760
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Greater than 4 m and upto 5 m
801
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Providing shoring and strutting for excavated trenches to a depth of 5 m using wooden planks, sheet piles, strutts for protecting the trenches including cost and conveyance of all materials, labour charges and removal of all shoring and strutting at appropriate time.
1036
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Refilling the trenches with quarry rubbish including supplying, conveying of quarry rubbish, including necessary incidental, loading & unloading charges , watering consolidating to the desired compaction etc. complete at National Highways Portion & Road crossing portions at Nazratpet jn & Avadi Road Jn
499
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Refilling the trenches with excavated earth including watering and consolidating to the desired compaction etc. complete.
11912
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Filling the low lying areas found in the Board's lands acquired for laying the pipeline using the surplus excavated earth including loading and unloading and depositing in specified nearby areas as directed
3927
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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 at NHAI , TNRDC and Nazratpet Jn
2072
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Supplying SPIRALLY welded M.S. Pipes of nominal dia 2000mm, ID of shell 2025 mm x 14mm wall thickness with taper short sleeve joint including shop applied internal lining of 12.5 mm thick in cement mortar (the cement mortar shall have a minimum cement content of 1000kg/cum) as per specification and coating outside with fibre reinforced coal tar enamel coat as per IS 3589 (2001) specification and transporting the pipes from the place of manufacturing to the stock yard unloading, stacking etc complete
(Note: Only the length of pipes that will be actually laid at the site will alone be eligible for payment, extra quantity of pipes arrived at the site that are not used for laying should be removed from the site and are not eligible for payment).
1036
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Lowering, laying, jointing, MS pipes of nominal dia 2000 mm, ID of shell 2025mm x 14mm wall thickness stated above including field welding as per IS specification,etc complete including all jointing materials etc complete as per specification and as directed by Board officials.
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CMWSSB land
916
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TNRDC crossing , Nazarathpet road crossing
120
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Testing of M.S./C.I./P.V.C./D.I pipes with hydraulic testing equipment by filling with water(including cost of water) and testing to recommended pressure in convenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete and commissioning MS pipes of nominal dia 2000mm, ID of shell 2025mm x 14mm wall preliminary air testing of joints and final hydraulic testing to the required pressure as per the specification etc complete including all jointing materials etc complete as per specification and as directed by Board officials.
1036
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Manufacturing, supplying, and delivery of mild steel specials / fixtures / cut lengths / short pipe fabricated from 14mm thick MS plates as per IS 7322 with spigots/sockets, flanges including cutting the plates, bending, drilling holes, welding, providing 12.5 mm thick cement mortar internal lining (the cement mortar shall have a minimum cement content of 1000kg/cum) and outer coating with fibre reinforced coal tar enamel coat as per specification including cost of all work labour, supply of materials, nominal reinforcement, and fixing in position, removing, stacking of rebounds, supply of rubber packing, bolts, nuts etc. wherever required and transporting to work site, unloading, jointing including jointing materials, field testing and commissioning etc. complete as per specification and as directed by Board 0fficials, unloading, stacking near the site etc complete.
(Note: Only specials that will be actually laid at the site will alone be eligible for payment, extra quantity of specials arrived at the site that are not used for laying should be removed from the site and are not eligible for payment)
-
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For 90 deg. bends of nominal diameter 2000mm, ID of shell 2025mm x 14mm wall thickness - 8 nos. - (4058 kg/no.)
32464
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For 45 deg. bends of nominal diameter 2000mm, ID of shell 2025mm x 14mm wall thickness - 10 nos. (2726 kg/no.)
27260
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For 22.5 deg. bends of nominal diameter 2000mm, ID of shell 2025mm x 14mm wall thickness - 1 nos. (1596 kg/no.)
1596
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Air Valve tee of nominal diameter 2000mm, ID of shell 2025mm x 14mm wall thickness (shell 2025x2025x200mm ) with flange only at 200 mm dia end - 4 nos. - (1144 kg/no.)
4576
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Scour valve Tee of nominal diameter 2000mm, ID of shell 2025mm x 14mm wall thickness (shell 2025 x 2025 x 600mm ) with flange only at 600mm dia end - 1 no. - (1479 kg/no.)
1479
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Manhole Tee of nominal diameter 2000mm, ID of shell 2025mm x 14mm wall thickness (shell 2025 x 2025 x 600mm ) with flange only at 600mm dia end - 7 nos. - (1479 kg/no.)
10353
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Manhole 600mm pipe insertion over existing line with flange on one side - 7 nos. - (70 kg/no.)
490
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M.S. taper of nominal diameter 2000mm, ID of shell 2025mm/1500mm x 14mm wall thickness to insert s.v. - 2 nos. - (1619 Kg/no.)
3238
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For dismantling pieces of shell 1500 mm dia x 14mm wall thickness with both ends flanged and average length 0.45m as specified in the drawing (to be provided near sluice valve) - 1 nos. - (689 kg/no)
689
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Spigot flanged tail piece of shell 1500mm x 14mm wall thickness, 1500 mm long (one with straight flange and other with inclined flange constituting a pair) to be provided on either side of s.v - 2 nos. - (1077 kg/no)
2154
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Shell 600 mm dia x 14mm wall thickness spigot flanged tail piece, 0.5m long following 2025 x 2025 x 600 mm Scour tee - 1 no. -(151 kg/no)
151
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For MS collar of nominal diameter 2053mm x 14mm wall thickness - 4 nos. (236 kg/no.)
944
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For MS collar of nominal diameter 1528mm x 14mm wall thickness - 2 nos. (176 kg/no.)
352
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For MS collar of nominal diameter 628mm x 14mm wall thickness - 1 no. (74 kg/no.)
74
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Providing, fabricating, lowering, fixing, and welding 600 mm dia M.S. Manholecover with flange rings including loading and unloading, transportartion charges, tack welding, drilling holes and supply of bolts and nuts etc., complete as directed 14 nos. - (83 kg/no)
1162
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Supplying and fixing following D.I. specials for fixing scour valve including cost of bolts, nuts & rubber gaskets etc Jointing the 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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600 mm dia D/F short pipes each 2m length from the MS scour tee including laying at 4.0m deep
Note: length may vary according to site condition
3
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600 mm dia flanged spigot tail pieces
2
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600 mm dia DI MJ collars
1
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600 mm dia D/F short pipes each 1m length
1
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600 mm dia Duck-foot bends
1
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600 mm dia Vertical pipes following duck foot bends each 5 m length following item (iv) above and others 3 nos
note: length may vary according to site condition
4
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600 mm dia 90 degree bends
6
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Supplying, conveying to the site and fixing the CI double flanged sluice valves / Air valves with ISI mark for isolation / scouring, sluice / scour valves each non rising spindle type with DI hand wheel of following sizes including loading, unloading, transportation charges and stacking at the site, testing etc. complete as per specifications and as directed by Board officials.
-
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200mm dia kinetic air valves with sluice valve arrangement
4
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600mm dia size scour valves
1
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Providing and laying RCC 1:2:4 with 20mm thick blue granite jelly concrete for thrust blocks and anchor blocks for specials with side shuttering, curing and necessary extra excavation but including reinforcement as per drawing and as directed complete.
-
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For 90 deg. Bends of MS pipes of nominal dia 2000mm, of shell 2025 mm dia x 14mm wall thickness, 10m x 4m x 4m
8
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For 45 deg. bends of MS pipes of nominal dia 2000mm, of shell 2025 mm dia x 14mm wall thickness, 6m x 4m x 4m
10
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For 22.5 deg. bends of MS pipes of nominal dia 2000mm, of shell 2025 mm dia x 14mm wall thickness, 3m x 4m x 4m
1
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Cutting MS pipes - 2000mm dia
4
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Bill no. B Construction of RCC Air Valve Chamber of size 3.0 m x 1.9 m - 4 Nos
-
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Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m
-
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0 to 2m
88
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2m to 3m
44
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3m to 4m
44
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4m to 5m
44
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5m to 6m
8
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Supplying and filling sand for foundations and basement including watering, consolidating, ramming, etc., complete.
6.8
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Cement Concrete 1:3:6 using 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15 cm thick including ramming, curing etc. complete.
6.8
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, etc., as per standard specification and as directed by the Board officers complete.
-
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upto 1.5m from G.L
36
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above 1.5m and upto 4.50m below GL
32.4
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above 4.5m and upto 9.00m below GL
13.2
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Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high.
476
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Supplying, fabricating and laying in position MS rounds or RTS rods for RCC works including cost of reinforcement, binding wire, cutting bending, cranking and tying in position with binding wire assembly, etc
4760
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Supplying and fixing CI steps
64
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Plastering with C.M.1:3 (M-sand) for 20 mm thick including curing etc., complete.
192
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Plastering with C.M.1:3 (M-sand) for 12mm thick including curing etc., complete.
252
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Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.
32
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Filling the low lying areas found in the Board's lands acquired for laying the pipeline using the surplus excavated earth including loading and unloading and depositing in specified nearby areas as directed.
192
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Providing and fixing L.S. cover and frame of size 60 x 60cm including necessary masonry work and plastering, etc., complete.
4
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Cement Concrete 1:2:4 using 12 to 20mm gauge hard broken stone jelly for plain cement concrete works including laying compacting, curing etc. complete for Bed Block 2
2
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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
56
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Providing shoring and strutting to a required depth using formwork with wooden planks and struts for protecting the excavation including cost and conveyance of all materials, labour charges and removal of all shoring and strutting at appropriate time for open excavation.
28
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Bill no. C Construction of RCC Scour Valve Chamber of size 3.25 m x 2.00 m 1 nos
-
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Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m
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0 to 2m
25
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2m to 3m
13
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3m to 4m
13
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4m to 5m
13
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5m to 6m
2
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Supplying and filling sand for foundations and basement including watering, consolidating, ramming, etc., complete.
1.9
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Cement Concrete 1:3:6 using 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15 cm thick including ramming, curing etc. complete.
1.9
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, etc., as per standard specification and as directed by the Board officers complete.
-
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upto 1.5m from G.L
10
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above 1.5m and upto 4.50m below GL
8.7
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above 4.5m and upto 9.00m below GL
3.7
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Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high.
127
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Supplying, fabricating and laying in position MS rounds or RTS rods for RCC works including cost of reinforcement, binding wire, cutting bending, cranking and tying in position with binding wire assembly, etc.
1374
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Supplying and fixing CI steps
16
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Plastering with C.M.1:3 for 20 mm thick including curing etc., complete.
51
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Plastering with C.M.1:3 for 12mm thick including curing etc., complete.
66
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Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement.
9
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Filling the low lying areas found in the Board's lands acquired for laying the pipeline using the surplus excavated earth including loading and unloading and depositing in specified nearby areas as directed
54
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Providing and fixing L.S. cover and frame of size 60 x 60cm including necessary masonry work and plastering, etc., complete.
1
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Cement Concrete 1:2:4 using 12 to 20mm gauge hard broken stone jelly for plain cement concrete works including laying compacting, curing etc. complete for Bed Block
0.2
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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
15
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Providing shoring and strutting to a required depth using formwork with wooden planks and struts for protecting the excavation including cost and conveyance of all materials, labour charges and removal of all shoring and strutting at appropriate time for open excavation.
8
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