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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.3 LAccepted-AOC | ₹14.3 L | 1 | Accepted-AOC 1 |
| 2 | 2₹15.7 LRejected-AOC | ₹15.7 L | 2 | Rejected-AOC 2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | T.K.SUNEESH MOHAMMED L3 | greater cochin labour contract co-op society L1 | A.M.ABDUL SALAM L2 |
|---|---|---|---|---|---|---|
| 1.00RETARRING | ||||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 127.8 | sqm | 470 ₹60,066 | 418 ₹53,420.40 | 456.4 ₹58,327.92 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 4,000 | sqm | 18 ₹72,000 | 15 ₹60,000 | 17.23 ₹68,920 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 4,000 | sqm | 340 ₹13.6 L | 302 ₹12.1 L | 330.19 ₹13.2 L |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 12.3 | cum | 10,025 ₹1.2 L | 9,186 ₹1.1 L | 10,022.72 ₹1.2 L |
Tender Value
₹14.4 L
EMD Value
₹36,006
Closing Date
1 Nov 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO533/26-Retarring of Kuzhikala maniyanthramugal road in ward 15
2025_LSGD_814880_21
LIDEW/AEE/ET/17/2026
Open Tender
Civil Works - Buildings
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹36,006
Yes
7 May 2026
27 Oct 2025
3 Nov 2025
27 Oct 2025
1 Nov 2025
27 Oct 2025
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