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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.1 LRejected-Finance | ₹4.1 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | JKinfrastructures L2 | ARUN GOPAL L1 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 156.21 | sqm | 280 ₹43,738.80 | 275 ₹42,957.75 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 71.34 | sqm | 350 ₹24,969 | 350 ₹24,969 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,188 | sqm | 18 ₹21,384 | 17.5 ₹20,790 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 1,188 | sqm | 271 ₹3.2 L | 255 ₹3.0 L |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
26 Dec 2025, 10:00 amClosed
LID AND EW SECTION KODANCHERY
ASSISTANT ENGINEER OFFICE LID AND EW SECTION KODANCHERY
589/26 CHEMBUKADAVU KOZHIKKODENCHAL ROAD RETARRING
2025_LSGD_822336_1
AE/LIDEW/ETENDER/KRY/78/25-26
Open Tender
Civil Works - Roads
180 days
CHEMBUKADAVU
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
28 Apr 2026
19 Dec 2025
29 Dec 2025
19 Dec 2025
26 Dec 2025
19 Dec 2025
Work Name:Annual Plan-2025-26: KODENCHERY GP (589/26)-CHEMBUKADAVU KOZHIKKODENCHAL ROAD RETARRING-General Civil Work
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