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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | ₹4.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.1 LRejected-AOC | ₹5.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | A N KANNAN L2 | M VIJEYARAMAN L1 |
|---|---|---|---|---|---|
| 1.01 | Removing the Existing Paver block M40 grade 80mm thick thick 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,. | 75 | M2 | 180.6 ₹13,545 | 172.7 ₹12,952.50 |
| 2.01 | Construction of manholes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, 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, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each manhole (As per the type design drawing for manholes).
Up to 1.00m Depth | 1 | NOS | 35,276.8 ₹35,276.80 | 33,725.4 ₹33,725.40 |
| 3.01 | Earth work excavation for foundation & depositing on bank with an initial lead of 10m & lift of 2 m for depths in soft disintegrated Rock when required, barricading with safety lamps etc all complete as per standard specification as directed by the Departmental Engineer. | 113 | M3 | 302.9 ₹34,227.70 | 289.6 ₹32,724.80 |
| 4.01 | Dewatering the trenches during excavation and laying jointing of sewers by engaging diesel pumpset upto 7 hp with fuel, crew, hire charges, transportation and all other items of work complete as per standard specifications and as directed by Engineer in charge. | 60 | HRS | 370.6 ₹22,236 | 354.3 ₹21,258 |
| 5.01 | UN PLASTICIZED NON - PRESSURE POLYVINYL CHLORIDE (PVC-U) PIPES FOR USE IN UNDERGROUND DRAINAGE AND SEWERAGE SYSTEMS as per IS 15328/2003 - 200mm PVC Pipe SN2-SDR 51(S 25) | 113 | M | 727.6 ₹82,218.80 | 695.6 ₹78,602.80 |
| 6.01 | Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. | 113 | M | 42.6 ₹4,813.80 | 40.7 ₹4,599.10 |
| 7.01 | Refilling the trenches with suitable excavated earth available along the alignment after the pipes & specials are laid, jointed & tested in layers & watering, ramming & consolidation directed by the Engineer-in-Charge | 110 | M3 | 44.8 ₹4,928 | 42.8 ₹4,708 |
| 8.01 | Barricading work ( Where , there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50 m center to center ( 8 cm to 10 cm dia and 1.80 m height) Vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75 mm dia reflectors including earth work excavation for fixing vetical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board Officers. | 60 | RM | 60.6 ₹3,636 | 57.9 ₹3,474 |
| 9.01 | Refixing the Existing Paver block M40 grade 80mm thick thick 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,. | 75 | M2 | 648.3 ₹48,622.50 | 619.8 ₹46,485 |
| 10.01 | Replacement of Underground Utilities (PVC Pipe) damaged during earthwork excavation for pipe laying works including cost of additional earthwork excavation in all soil strata, including BT/CC road cutting, removal of slushy soil and replacing the pipeline with sound pipe, including supply and delivery of PVC pipes, couplers, jointing materials and required specials, cutting, conveying , laying, jointing and cost of refilling for the additional earthwork etc complete and as directed by the TWAD board officers. | 113 | M2 | 688.3 ₹77,777.90 | 658 ₹74,354 |
Tender Value
₹4.9 L
EMD Value
₹4,900
Closing Date
4 Dec 2025, 3:00 pmClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai, Thallakulam, Madurai.
Manhole Raising FRC and Sewer pipeline Arrengements works at ward 54.
2025_MAWS_624975_1
Z3/E7/Est.No.92/25-26
Open Tender
Civil Works
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹4,900
25 Feb 2026
24 Nov 2025
4 Dec 2025
24 Nov 2025
4 Dec 2025
24 Nov 2025
Amount
Removing the Existing Paver block M40 grade 80mm thick thick 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,.
Construction of manholes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, 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, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each manhole (As per the type design drawing for manholes). Up to 1.00m Depth
Earth work excavation for foundation & depositing on bank with an initial lead of 10m & lift of 2 m for depths in soft disintegrated Rock when required, barricading with safety lamps etc all complete as per standard specification as directed by the Departmental Engineer.
Dewatering the trenches during excavation and laying jointing of sewers by engaging diesel pumpset upto 7 hp with fuel, crew, hire charges, transportation and all other items of work complete as per standard specifications and as directed by Engineer in charge.
UN PLASTICIZED NON - PRESSURE POLYVINYL CHLORIDE (PVC-U) PIPES FOR USE IN UNDERGROUND DRAINAGE AND SEWERAGE SYSTEMS as per IS 15328/2003 - 200mm PVC Pipe SN2-SDR 51(S 25)
Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
Refilling the trenches with suitable excavated earth available along the alignment after the pipes & specials are laid, jointed & tested in layers & watering, ramming & consolidation directed by the Engineer-in-Charge
Barricading work ( Where , there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50 m center to center ( 8 cm to 10 cm dia and 1.80 m height) Vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75 mm dia reflectors including earth work excavation for fixing vetical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board Officers.
Refixing the Existing Paver block M40 grade 80mm thick thick 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,.
Replacement of Underground Utilities (PVC Pipe) damaged during earthwork excavation for pipe laying works including cost of additional earthwork excavation in all soil strata, including BT/CC road cutting, removal of slushy soil and replacing the pipeline with sound pipe, including supply and delivery of PVC pipes, couplers, jointing materials and required specials, cutting, conveying , laying, jointing and cost of refilling for the additional earthwork etc complete and as directed by the TWAD board officers.
Raising the existing circular manholes in heavy type including removing the existing manhole cover with frame by dismantling the existing cement concrete and tar road surface alround the manhole raising the manhole with cement concrete 1:2:4 (one cement two sand and four aggregates ) 25 cm height including centering inside the manhole raising ,laying 15 cm tk cement concrete 1:2:4 with 20mm granite chips including finishing the top surface of manhole alround etc., complete.,
Supply of FRC Manhole 600mm Size Dia Cover with Frame including Cost of Conveyance loading and unloading etc complete
Add GST 18%
A N KANNAN (BID ID -1524950)
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