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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
₹4,898
Closing Date
2 Nov 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 Malligai Thallakulam Madurai
New construction of manhole UGD pipeline arrangement at South marret street and Setti urani main street Raising the existing damaged manhole in various places in ward 53.
2026_MAWS_714388_1
Z4E3/Est.No12/26-27
Open Tender
Civil Works
Lump-sum
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹4,898
15 Oct 2026
15 Oct 2026
3 Nov 2026
15 Oct 2026
2 Nov 2026
15 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of MHs using sulphate resistant cement at various depths to invert including earth work excavation asperSS20B, 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, MH cover and frame etc. complete for the following sizes for each MH (As per the type design drawing for MHs). | 4 | Nos | - | - |
| 2 | 1.0M Depth | 1 | No | - | - |
| 3 | 2.0M Depth | 2 | No | - | - |
| 4 | 2.5M Depth | 1 | No | - | - |
| 5 | Un Plasticized Non - Pressure Polyvinyl Chloride (PVC-U) Pipes For Use In Underground Drainage And Sewerage Systems As Per Is 15328/2003 160 mm dia PVC Pipe. | 30 | M | - | - |
| 6 | 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 | 45 | M3 | - | - |
| 7 | Lowering CI Pipes and specials to trench and laying to proper grade and alignment, etc complete | 30 | M | - | - |
| 8 | Refilling with excavated earth in layers of 30 cm watered well rammed and consolidatred conforming to standard specification including labour charges as directed by Engineer in Charge | 45 | M3 | - | - |
| 9 | Cement Concrete 1:4:8 (One Cement, two Sand and four Aggregates) using 20mm hard broken gauge granite jelly for foundation including consolidation and dewatering for foundation wherever necessary etc., Complete. | 3 | m3 | - | - |
| 10 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 3 | m3 | - | - |
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