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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.3 LAccepted-AOC | 1 | Accepted-AOC lowest quoted | |
| 2 | 2₹6.6 L+₹31,594.52 (5.00%)Rejected-Finance | 2 | Rejected-Finance highest quoted |
| Sl No | Description | Qty | Unit | Vimal Kumar L1 | Jojo Louis L2 |
|---|---|---|---|---|---|
| 1.00ROAD RETARRING | |||||
| 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. | 110.97 | sqm | 312.91 ₹34,723.62 Lowest | 328.56 ₹36,460.3 |
| 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. | 39.5 | sqm | 406.11 ₹16,041.35 Lowest | 426.42 ₹16,843.59 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 1,095 | sqm | 15.79 ₹17,290.05 Lowest | 16.58 ₹18,155.1 |
| 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) | 1,095 | sqm | 289.21 ₹3,16,684.95 Lowest | 303.67 ₹3,32,518.65 |
| 2.00IRISH DRAIN | |||||
| 2.00 | OD207937/2025-2026:Sectioning up to 150mm and forming the surface of OLD road way levelling. cambering etc, complete as per direction of engineer in charge | 175.2 | sqm | 31.2 ₹5,466.24 Lowest | 32.76 ₹5,739.55 |
| 2.00 | OD207938/2025-2026:Modified 75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification without formwork.(i) Nominal mix (1:2:4) | 26.28 | cum | 9,195.92 ₹2,41,668.78 Lowest | 9,655.72 ₹2,53,752.32 |
Tender Value
₹6.3 L
EMD Value
₹15,797
Closing Date
24 Jan 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
MEERAMOL T.S AE
OFFICE OF ASSISTANT ENGINEER ,MOOKKANNOOR GP
506/26- ERAPPU KOOTTALA ROAD RETARRING AND IRISH DRAIN CONCRETE IN WARD 8
2026_LSGD_828091_1
506/26
Open Tender
Civil Works - Roads
Item Rate
mookkannoor
D CLASS AND ABOVE
7 documents required · 7 mandatory
₹1,395
₹15,797
8 Apr 2026
16 Jan 2026
26 Jan 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
ROAD RETARRING
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.
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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
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)
IRISH DRAIN
OD207937/2025-2026:Sectioning up to 150mm and forming the surface of OLD road way levelling. cambering etc, complete as per direction of engineer in charge
OD207938/2025-2026:Modified 75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification without formwork.(i) Nominal mix (1:2:4)
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