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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,408.52Accepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Joby Abraham L2 | DONY PAUL L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 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. | 20.48 | sqm | 339.7 ₹6,957.06 | 323.59 ₹6,627.12 Lowest |
| 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. | 20.14 | sqm | 439.24 ₹8,846.29 | 418.33 ₹8,425.17 Lowest |
| 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. | 217.8 | sqm | 16.57 ₹3,608.95 | 15.79 ₹3,439.06 Lowest |
| 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) | 217.8 | sqm | 317.7 ₹69,195.06 | 302.65 ₹65,917.17 Lowest |
Tender Value
₹84,409
EMD Value
₹2,110
Closing Date
22 Oct 2025, 11:00 amClosed
Assistant Engineer ,
Office of the Assistant Engineer, LID and EW Section, Vengola GP.
Vengola G.P Pro.No. 194/2025-26-ALLAPRA C R CODE CANAL BUND ROAD NAVEEKARANAM WARD 10
2025_LSGD_809802_14
08/ET/AE/LID EW/VGLA/2025-26
Open Tender
Civil Works - Roads
Item Rate
VENGOLA
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹2,110
Yes
29 Sept 2026
15 Oct 2025
23 Oct 2025
15 Oct 2025
22 Oct 2025
15 Oct 2025
15 Oct 2025 - 22 Oct 2025
Work Name:Annual Plan-Vengola G.P Pro.No. 194/2025-26-ALLAPRA C R CODE CANAL BUND ROAD NAVEEKARANAM WARD 10-General Civil Work
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