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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.5 LAccepted-AOC | l1 | Accepted-AOC L1 | |
| 2 | l2₹2.8 L+₹22,718.85 (8.94%)Rejected-Finance | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | Jishnu Das P L2 | Sasikumaran T L1 |
|---|---|---|---|---|---|
| 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) | 109.2 | sqm | 382.2 ₹41,736.24 Lowest | 382.2 ₹41,736.24 Lowest |
| 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. | 735 | sqm | 20 ₹14,700 | 13.73 ₹10,091.55 Lowest |
| 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) | 735 | sqm | 300 ₹2,20,500 | 275.36 ₹2,02,389.6 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
3 Nov 2025, 5:00 pmClosed
Asst.Engineer
Municipal office Manjeri
Annual Plan-2025-26 RETARRING OF KALLADIKUNNU ROAD AND IMPROVEMENT OF DRAINAGE AYURVEDA HOSPITAL ROAD DRAINAGE-Project No -1016-General Civil Work
2025_LSGD_815389_31
2716147/25/7
Open Tender
Civil Works - Roads
Item Rate
300 days
Manjeri
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,355
Yes
15 Jan 2026
28 Oct 2025
5 Nov 2025
28 Oct 2025
3 Nov 2025
28 Oct 2025
Amount
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)
Jishnu Das P (BID ID -2428361)
Bidder Name
Sasikumaran T
Jishnu Das P
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