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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
₹4.7 L
EMD Value
₹4,737
Closing Date
31 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 Malligai Thallakulam Madurai
Construction and Raising of manhole and ugd line laying at pandiyan nagar, arasaradi jn in ward no 62
2026_MAWS_713878_1
Z3E2/Est no 32/26-27
Open Tender
Civil Works
Lump-sum
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹4,737
14 Oct 2026
14 Oct 2026
2 Nov 2026
14 Oct 2026
31 Oct 2026
14 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Construction of manholes using sulphate resistant cement at various depths to invert including earth work excavation as perSS20B, 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 (As per the type design drawing for manholes) | 2 | nos | - | - |
| 2.01 | Raising the existing circular man hole in heavy type including the removing the existing the man hole cover with frame and dismantling the existing the cement concrete wall and tar roadsurface around the manholes using 1:2:4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mmchips for finishing the top surface of manhole etc., complete. | 30 | nos | - | - |
| 3.01 | Supply of FRC Manhole 600mm size dia cover with frame
including cost of conveyance loading fixing the same etc | 20 | nos | - | - |
| 4.01 | Cutting Tar Road | 1 | M3 | - | - |
| 5.01 | Earth work excavation in all kinds of soils except hard rock requiring blasting, inclusive of shoring, strutting and baling out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated depositing the surplus earth within compound in places as shown by the deptl.officers, clearing and leveling the site with initial lead of 10M and lift of 2M etc.Comp.SI.No.62-rate for 10m3 | 48 | m | - | - |
| 6.01 | 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., complete. Hire charges for Diesel Pump set for 5 HP | 18 | hrs | - | - |
| 7.01 | Supplying of following ID dia. Double Wall Corrugated High Density Poly Ethylene Pipes, SN 8 as per IS 16098 (Part 2):type B, including cost of conveyance, stocking charges, etc.,complete as per standard specifications. | 45 | m | - | - |
| 8.01 | Laying of Double Wall Corrugated High Density Poly Ethylene Pipes to proper grade and alignment, cutting the pipes true to axis to the required alignment and slope as indicated in drawing/design and hydraulically testing the pipe to the required pressure as directed by the departmental engineer including Labour charge etc,. complete as perspecifications at different depths. | 45 | m | - | - |
| 9.01 | Jointing DWC/HDPE Pipes and Specials by buttfusion welding/ electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (Part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Engineer incharge. | 9 | nos | - | - |
| 10.01 | Refilling the trench with excavated earth in layers of 25cm thick well rammed incl., watering and consolidated etc., complete. | 36 | m2 | - | - |
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