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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹4.1 LRejected-AOC | ₹4.1 L | L2 | Rejected-AOC REJECT |
| 3 | L3₹4.3 LRejected-Finance | ₹4.3 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | RASHEED M L1 | M CHANDRAN L2 | E KRISHNAN L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD RETARRING | ||||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 144.97 | sqm | 373.64 ₹54,166.59 | 374.99 ₹54,362.30 | 393.88 ₹57,100.78 |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,265 | sqm | 13.42 ₹16,976.30 | 13.44 ₹17,001.60 | 14.11 ₹17,849.15 |
| 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) | 1,265 | sqm | 267.16 ₹3.4 L | 268.48 ₹3.4 L | 281.98 ₹3.6 L |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
12 Mar 2026, 3:00 pmClosed
Assistant Engineer, LIDEW, Kanhangad Municipal
Assistant Engineer, LIDEW, Kanhangad Municipality
Annual Plan-KMC PR.NO.121/2025-26-Puthuvai Kakkati Road Retaring
2026_LSGD_843358_2
06/2025/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,593
Yes
18 Jun 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
ROAD RETARRING
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
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