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Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
9 Oct 2026, 3:00 pm
COMMISSIONER
Azad Road
Karur corporation- Restoration and Maintenance Work for Existing UGD Pipe Line and Manhole at Railway quarters Ward 11 in Karur city Municipal Corporation.
2026_MAWS_707549_1
E1/326/2025/ZONE1
Open Tender
Civil Works - Others
Item Rate
karur Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹20,000
24 Sept 2026
24 Sept 2026
9 Oct 2026
24 Sept 2026
9 Oct 2026
24 Sept 2026
24 Sept 2026 - 9 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Towards the Cost Hire charges for engaged 7.5Hp Oil Engine for bailing out Sewage Water including cost of fuel Charges, Loading & Unloading Charges and other incidental charges etc., complete as directed by departmental Officers .SOR Volume-2 25-26 Pg no:228WD-WDW0908 | 50 | Hrs | - | - |
| 2 | Towards the Cost Hire charges for engaged Hitach Excavator for Loading the excavated materials including all fuel charges, driver batta and other incidential charges etc, complete.SOR Volume-2 25-26 Pg no:232 WD-W0934 | 50 | Hrs | - | - |
| 3Supply and delivery of following RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 manufactured with sulphate resistence cement with 12 mm HI -alumina lining with rubber ring joints including cost and conveyance of materials at site and other incidential charges etc, complete | |||||
| 3.01 | 800mm Non Pressure pipe (NP4 Class)SOR Volume-2 25-26 Pg no:66WD-M1044 | 30 | RM | - | - |
| 3.02 | RUBBER GASKETS AS PER IS 5382/1985 (Reaffirmed 1998)SOR Volume-2 25-26 Pg no:67- WD-M1061 | 15 | Nos | - | - |
| 4Earth 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 TWAD 25-26 Pg no:208 | |||||
| 4.01 | Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B 0-3 m Depth Pipeline SOR Volume-2 25-26 Pg no:208 WD-W0653 | 180 | M3 | - | - |
| 4.02 | Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B 3-6 m Depth Pipeline SOR Volume-2 25-26 Pg no:208WD-W0654 | 180 | M3 | - | - |
| 5 | Removing the exisiting damaged 800mm dia R.C.C. pipes from the pipe line and removal of slushy soil and baling out water and replacing the pipe line with sound pipe excluding cost of earthwork, jointing materials and pipe including labour charges and other incidential charges etc., complete and as directed by the departmental Officers SOR Volume-2 25-26 Pg no:200 WD-W0595 | 14 | Joint | - | - |
| 6 | Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29m height for plane surface such as RCC slabs, Rectangular, TCC or ELL beams, lintel, bed block, staircase waist slab, landing slab etc, complete as per std specification. | 362 | M2 | - | - |
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