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Tender Value
₹7 L
EMD Value
₹7,000
Closing Date
29 Jul 2026, 3:00 pm3d left
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
Attending UGD pumping main leak at Various Places in ZONE 3 in Kumbakonam City Municipal Corporation
2026_MAWS_686051_1
4534/2026/e2
Open Tender
Civil Works
Works
180 days
kumbakonam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7,000
Yes
15 Jul 2026
15 Jul 2026
29 Jul 2026
15 Jul 2026
29 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 the following type of soils as directed by Departmental officers | 189 | m3 | - | - |
| 2 | Dewatering using 3HP to 7.5HP 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., complete. | 50 | hrs. | - | - |
| 3 | Removing the burst of 400 mm dia R.C.C.Pipes from the pipe line and removal of slushy soil and balling out water and replacing the pipe line with sound pipe including jointing and cost of refilling the pipe line with water for retesting the pipe line etc., complete.(excluding cost of sound pipe and jointing materials and earth work) and as directed by the Board Officers) | 10 | nos | - | - |
| 4Supply and fixing of Ductile iron socket/ Spigot pipes for class K9 as per IS 8329/2000 including all cost and conveyance of all materials and labour charges etc.,for standard Specifications. | |||||
| 4.01 | a) 300 mm dia | 55 | m | - | - |
| 5Lowering of D.I pipes and specials in the trenches and laying to proper grade and alignment and as directed by the Municipal Executive Engineer.(for depth upto 3 m) | |||||
| 5.01 | a) 300 mm dia D.I.Pipes | 38.5 | Rm | - | - |
| 6Jointing the D.I-/S/S Pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, cuting ,(including cost of jointing materials) for depth upto 3 m. | |||||
| 6.01 | a) 300 mm dia | 38 | nos | - | - |
| 7 | Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90x60cm and BG 10 gauge stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over silver oak joists of size 10x6.50cm spaced at about 90cm c/c and supported by casurina props of 10cm to 13cm dia spaced at not less than 75cm c/c aat suitable intervals etc., complete in all floors for complying with standard specifications and as directed. The payment for centering shall be made only after the concrete laid. The retrieved materials should be taken back by the contractor. | 16.5 | m3 | - | - |
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