Construction Of Rcc Sump For Shirsi And Lendavechinchale Tal Mangalwedha
Tender Value
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Estimated cost
Bid Submission
20 Mar 2025
0 days left
EMD
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Bank guarantee accepted
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Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mangalwedha → Maharashtra
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Not Available
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Project Description
Construction Of Rcc Sump For Shirsi And Lendavechinchale Tal Mangalwedha
BOQ
| Sl. No. | Item Description |
| 1 | Designing constructing / RCC sumps Description (aesthetically), RCC in ground M-300 mix service of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure. Notes1) The design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875-1987, I.S.3370-1965orrevised.)2) Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used.Grade-IIM.S.barss hall not be used 3) Entire structure shall be in M-300 only+B10.4) The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included.5)The G.S.R. / Sump above 15 lakh litres capacity shall be intwocompartment 6)The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in-charge. If uplifts considered in design, then these rates shall be increased by7.5%.. 7) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required atbottom. 8) For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from insideandoutside. 9) inside and out side. Cost of pump house is not included in these rates. 10) Above rates are applicable for Seismic Zones 2, 3and4.11) 75% part rateshall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as in complete.95,000 litres capacity |
| 2 | Add GST 18% (excluding MSEB Charges) |
AI Tender Summary
Tender Timeline
Mar 14, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMar 20, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 21, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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