Tender For Re-Alignment Of 350Mm Dia Pumping Main At Vilangudi To Sellur In Ward 22
Tender Value
33.70 Lakhs
Estimated cost
Bid Submission
25 Sep 2026
9 days left
EMD
33704
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Madurai → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Alignment Of 350Mm Dia Pumping Main At Vilangudi To Sellur In Ward 22
BOQ
| Sl. No. | Item Description |
| 1 | Supplying and conveying, of following sizes of C.I. SPUN PIPES and SPECIALS - LA class AS PER IS 1536/2001 Amendment No.3.July 2008 Pipes to site, for standard length including cost of pipes, testing charges at factory, labour charges for loading, unloading and stacking at site etc. as directed by the Corporation Engineer350mm dia CI |
| 2 | C.I. Specials - (as per IS 1538 (1993))350m dia S/S 90 deg end |
| 3 | Civil WorksEarth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m inthe following classification including otherincidental charges such as barricading etcexcluding refilling in hard stiff clay,stiff blackcotton,hard red earth, shales, murram, gravel, stoneyearth and earth mixed with small size bouldersand hard gravelly soil etc., complete as directed by the Engineer--in-charge. 350mm CI Pipes |
| 4 | Labour for cutting open road for laying water mains or sewer. Concrete Roads |
| 5 | Disjointing C.I. Tyton S/S pipes and specials, and lifting C.I. Pipes from the trenches and stacking at places shown by the departmental Officers.CI Pipes 350mm |
| 6 | Lowering of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers.For Depth upto 2.0m |
| 7 | Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) CI Pipes 350mm |
| 8 | Refilling with excavated soil (other than sand) complying with standard specification in layers of 15cm watered well rammed and consolidated after the pipes and specials are laid,jointed and tested etc. and removing and depositing the surplus earth complete as directed by the Engineer--in-charge. CI Pipes 350mm |
| 9 | Cutting C.I./D.I Pipes true to axis and filing smoothly and finishing the ends complete350mm |
| 10 | Shoring & struttingShoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., complete and all other incidental charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts., (iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts.0 to 3 m |
| 11 | Construction of Thrust blocks in RCC 1:11/2:3(One cement one and half sand and three coarse aggregate) using 20mm metals including cost of all materials, laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers350 mm diameter CI LA Class . |
| 12 | Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., completeHire charges for Diesel Pump set for 5 HP |
| 13 | 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). |
| 14 | Add GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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