Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Building Construction
Eprocure
Opening Date2 Jan 2025
Closing Date7 Jan 2025
Tender Amount₹ 28,11,000
Costs
EMD
₹ 28,110Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_515999_1Bid Award Id
ViewTender No
E6-EST NO-250-WS-20203-2024Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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BT Roads
33
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CC Roads
68
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Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete
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For Chamber
291
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Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B
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For Narrow Trenches
173
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Supplying and fixing in position best quality P.V.C soil/ waste pipes of various sizes having 6 ksc Pipe (IS 4985-2000) with standard specifications.
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110mm PVC Pipe
1200
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Supplying and fixing in position P.V.C. 6 ksc specials such as plain bend, door bend, plain tee, door tee, offsets,Y-junction, plain or with door of various sizes best quality confirming to I.S.S and providing leakproof joints including fixing to wall and giving connection to the P.V.C, soil stacks, dismadling the brick masonry or R.C.C. floor or Roof slab and redoing the dismandled portion to original condition etc., complete complying with standard specifications.
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110mm PVC Elbow
200
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110mm PVC Bend
200
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Stoneware Gully trap
200
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110mm PVC Tee
200
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110mm PVC Shoe
67
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110x90mm PVC Reducer
67
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110x63mm PVC Reducer
67
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Lowering the P.V.C soil/ waste pipes of various sizes having 6 ksc Pipe (IS 4985-2000) and providing leakproof joints and making connection to all sanitary fittings, dismandling masonry/R.C.C. works wherever necessary and making good the dismandled portion to the original condition, complying with standard specifications.
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110 dia PVC Pipe
1200
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Plain cement concrete 1:4:8 mix (One cement four m-sand and eight aggregate) using 40mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification - 1 m3 (detailed data for 10 m3 )
49
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Brick work in CM 1:5 (one cement & five sand) using II class ground moulded bricks of size 9" X4 3/8"X2 3/4" including finishing, curing,etc., complete complying with standard specification.
125.5
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Plastering with cement mortar (1:5) 12mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306)
587
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Refilling with excavated earth other than sand for pipe line trench including all cost and conveyance of material and labour charges etc complete
114
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Manufacturing,Supplying &Fixing precast Reinforced Cement Concrete slabs of 50mm thickness in RCC M20 Using 20mm HBGS jelly including cost of reinforcement streel in position but including cost of moulding charges casting of slab,finishing,curing and fixing in position in all floors etc., complete complying with standard specification and as directed 50mm thick slab
324
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Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
22
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Removal of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
299.6
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Raising the UGSS manhole cover upto proposed road level refixing the same over the CC or BT to an average height of 0.15M PCC 1:2:4 using 20mm metal, Plastering with CM 1:3, 12mm thick, FRCC extra heavy manhole frame with cover, including all materials and labour charges etc. complete as directed by the departmental officers.
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