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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC 119 2 ERUMAPATTY BY PASS PONNARI NAMAKKAL | NAMAKKAL | TAMIL NADU | 636142 | ₹2.8 Cr | L1 | Accepted-AOC The lowest tender |
| 2 | L2₹3.0 CrRejected-Finance 10 243 THURAIYUR MAIN ROAD PONNERI POST NAMAKKAL 637013 | NAMAKKAL | TAMIL NADU | 637013 | ₹3.0 Cr | L2 | Rejected-Finance Tender quoted 8.99 percent above the estimate rate |
| 3 | Not Admitted-Finance SALEM SALEM TAMIL NADU | ARIYALUR | TAMIL NADU | 608901 | - | - | Not Admitted-Finance Others-Technical bid is not qualified and not Authorized by the Rasipuram Municipality |
| Sl No | Description | Qty | Unit | ASHOK CONSTRUCTION L2 | Revathi Infra L1 |
|---|---|---|---|---|---|
| 1.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 9,864 | m3 | 270 ₹26.6 L | 260 ₹25.6 L |
| 2.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 759 | m3 | 1,947 ₹14.8 L | 1,875 ₹14.2 L |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 1,139 | m3 | 2,540 ₹28.9 L | 2,447 ₹27.9 L |
| 4.00 | CEMENT CONCRETE - M7.5 (1:4:8) (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 1,139 | m3 | 5,566 ₹63.4 L | 5,362 ₹61.1 L |
| 5.00 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) | 5,250 | Kg | 101 ₹5.3 L | 98 ₹5.1 L |
| 6.00 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for CC Pavement | 1,155 | m3 | 9,553 ₹1.1 Cr | 9,203 ₹1.1 Cr |
| 7.00 | Supply and fixing of Bitumen Pad of 12mm Thick including cost of all charges etc., complete as per the standards specifications. | 535 | m2 | 522 ₹2.8 L | 502 ₹2.7 L |
| 8.00 | Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete.(HW-W0090) | 414 | Nos | 523 ₹2.2 L | 502 ₹2.1 L |
| 9.00 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} | 1 | GST Amount (in Rupees) | 45,78,038 ₹45.8 L | 44,10,464 ₹44.1 L |
Tender Value
₹2.8 Cr
EMD Value
₹2.8 L
Closing Date
28 Jan 2026, 3:00 pmClosed
Commissioner, Rasipuram Municipality
72, Bharathidasan salai, Rasipuram Municipality.
Rasipuram Municipality-Additional Works (Cement Concrete) Pavement for New Bus stand in Rasipuram Municipality
2026_MAWS_643775_1
Rasipuram Municipality-KNMT Road -2025-26
Open Tender
Civil Works - Roads
90 days
Rasipuram
Please Refer Tender Document
2 documents required · 2 mandatory
₹5,000
₹2.8 L
Yes
Municipal Office, Rasipuram
20 Feb 2026
14 Jan 2026
28 Jan 2026
14 Jan 2026
28 Jan 2026
14 Jan 2026
14 Jan 2026 - 27 Jan 2026
20 Jan 2026
Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
CEMENT CONCRETE - M7.5 (1:4:8) (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)
Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for CC Pavement
Supply and fixing of Bitumen Pad of 12mm Thick including cost of all charges etc., complete as per the standards specifications.
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete.(HW-W0090)
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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