Municipality Tender
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Municipality - MAWS Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date17 Aug 2024
Closing Date21 Aug 2024
Tender Amount₹ 5,10,000
Costs
EMD
₹ 5,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAWS_473938_1Tender No
0422/2024/E1Tender Authority
Municipality ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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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.160mm dia UPVC pipe
72
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Loweringof UPC pipes in to trenches, laying to proper grade & alignment & jointing the pipes & specials with PVC couplers with cement paste both dry & wet condition, testing the lines as directed by the Departmental Engineer.160mm UPVC pipes
70
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Construction of manholes using Sulphate Resistant Cement at various depths including earthwork excavation as per SS in Hard stiff clay, stiff black cotton etc. , sand filling, laying cement concrete in 1:4:8 using 40 mm B.G.jelly for levelling coarse, laying cement concrete in 1:2:4 using 20 mmH. B.G.jelly for base slab, RCC M30 for roof slab, fabrication, placing reinforcement and timbering charges , brick work in C.M.1:3 using Bricks- II class Table Moulded (chamber burnt 9" x 4 3/8" x 2 3/4"), for 23 cm thick wall and over 23 cm thick wall, plastering interior and exterior with C.M.1:3, 20 mm thick , providing PVC encapsulated steps, FRC MH frame and cover ( heavy duty ) , benching and channelling with PCC 1:2:4, 20 mm HBS, Shoring & strutting the sides of trench, refilling, disposal of earth etc., complete for different depths for each manhole (As per the type design, drawing for manholes). and as directed by OfficerUpto 1.50m deep to invert (Rec)
4
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Providing barricading as it will prevent persons or live stocks from falling into trench using Casurina props 8 cm to 10 cm, 1.50m height fixed at 1.50 m centre to centre above ground level including cost of PVC tapes 2 rows of 50mm wide with red stripe printed , 75 mm dia red reflectors in every 3m length.
140
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Labour Charges for Concrete Road cutting for laying sewer mains and as directed by officers.
11.2
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Schedule - 2 - House Service Connection DOMESTIC(WITHIN THE PREMISES OF PIPE LENGTH 6M) Supply, conveying to site, laying and jointing of 110mm dia UPVC pipes including fixing to inspection chamber , earthwork excavation (including charges for bedding), including, refilling of trenches with excavated earth, etc., complete for each house service connection within property limits
13
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Road Restoration for Collection System plain cement conctere 1:4:8 (one cement four fine aggregate and eigth coarse aggregate ) using 40mm size HBG metel including cost and conveyence of all materials to site and including for the mixing , laying water carring with all leads of good water compacting and laboutr charges and all incidential charges such as water providing etc, complete as per standard specificationrs.
10
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Cement Concrete 1:2:4 using 12 to 20mm gauge hard broken stone jelly for plain cement concrete work including laying compacting and curing ., etc ., complete
10
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Dismandling of the existing CC Road Complete as per satandard specification
26
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Cement Concrete 1:4:8 using 40mm gauge hard broken stone jelly for plain cement concrete work including laying compacting and curing ., etc ., complete
13
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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 10 cum
23
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Supply and laying of the PVC Water supply pipe Line Complete including the cost of materials, conveyance charges etc..,
80
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Labour charges for laying of the PVC Water supply pipe Line Complete
80
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Refilling with excavated earth (other than sand) complying with standard specifications for filling the foundations including watering & consolidation etc. complete as directed by Officers.
23
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Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
30
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