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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ABDUL NAVAS BM L2 | ANANDAN T L1 |
|---|---|---|---|---|---|
| 1.00Road Tarring | |||||
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 58.5 | cum | 3,334.47 ₹2.0 L | 3,242.32 ₹1.9 L |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 390 | sqm | 71.66 ₹27,947.40 | 69.71 ₹27,186.90 |
| 1.00 | 5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 390 | sqm | 15.52 ₹6,052.80 | 15.09 ₹5,885.10 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 390 | sqm | 263.31 ₹1.0 L | 256.09 ₹99,875.10 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 14.04 | cum | 580.06 ₹8,144.04 | 564.02 ₹7,918.84 |
Tender Value
₹3.6 L
EMD Value
₹9,002
Closing Date
4 Nov 2025, 5:00 pmClosed
AE LID AND EW
AE LID AND EW BEDADUKKA GP
Pro no 267 202526 MUCHURKULAM KUTTIYANAM ROAD TARRING IN BEDADUKKA GP
2025_LSGD_815616_13
06 AE LID AND EW BDKA VI PHASE
Open Tender
Civil Works - Roads
Bedadukka GP
Please refer tender documents
10 documents required · 10 mandatory
₹795
Yes
₹9,002
Yes
5 Feb 2026
28 Oct 2025
6 Nov 2025
28 Oct 2025
4 Nov 2025
28 Oct 2025
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