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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.9 L
EMD Value
₹4,864
Closing Date
29 Oct 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
The Commissioner Madurai Corporation
Aringar Anna Maligai, Thallakulam, Madurai.
Name of work Construction of New Machine Hole Raising Laying Pipe Line Kela Thoppu Nadar Lane, Variuus Place In Ward No -29
2026_MAWS_713553_1
Z4E3/Est.No19/26-27
Open Tender
Civil Works
Lump-sum
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹4,864
13 Oct 2026
13 Oct 2026
30 Oct 2026
13 Oct 2026
29 Oct 2026
13 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removing the Existing Paver block M40 grade 80mmthick in the the rate including Removing and Stock to the Same Site and tranporting loading unloading and Labour Charges and Other tools etc. complete as per standard specification,. | 120 | m2 | - | - |
| 2 | Refixingthe Existing Paver block M40 grade 80mmthick in the the rate including Removing and Stock to the Same Site and tranporting loading unloading and Labour Charges and Other tools etc. complete as per standard specification,. | 120 | m2 | - | - |
| 3 | Construction of manholes using sulphate resistant cement at various depths to invert including earth work excavation as per SS20B, 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 etc. complete for the following sizes for each manhole (Asper the type design drawing for manholes).
upto 2.00 m depth | 3 | Nos | - | - |
| 4 | 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 | 144 | m3 | - | - |
| 5 | SUPPLYING OF UN PLASTICIZED NON - PRESSURE POLYVINYL CHLORIDE (PVC-U) PIPES FOR USE IN UNDERGROUND DRAINAGE AND SEWERAGE SYSTEMS as per IS 15328/2003 | 120 | m | - | - |
| 6 | Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. | 120 | m | - | - |
| 7 | Refilling gallery trench and filter basins with clean excavated sand free from
silt and clay | 144 | m3 | - | - |
| 8 | Raising the existing circular man hole in heavy type including the removing the existing theman hole cover with frame and dismantling the existing the cement concerte wall end tar roadsurface around the manhole using 1 : 2: 4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm grainte chips for finshing the top surface manhole around etc complete. | 8 | Nos | - | - |
| 9 | Add GST 18% | 1 | GST | - | - |
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