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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | ₹8.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.7 LRejected-AOC | ₹8.7 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | G MOHAMMED L1 | MOHAMMED SIYAB T M L3 | ABDULLA KUNHI L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD RETARING | ||||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 185.57 | sqm | 347.54 ₹64,492.30 | 362.66 ₹67,298.09 | 351.9 ₹65,301.38 |
| 1.00 | 5.2.1a:Tack Coat 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. | 3,069.05 | sqm | 12.46 ₹38,240.36 | 13 ₹39,897.65 | 12.3 ₹37,749.32 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 3,069.05 | sqm | 248.83 ₹7.6 L | 259.65 ₹8.0 L | 249 ₹7.6 L |
Tender Value
₹9.6 L
EMD Value
₹24,093
Closing Date
20 Feb 2026, 11:00 amClosed
DEEPAK M
Office of the Assistant Engineer, LID EW Section,Kumbadaje Grama Panchayat
137/2025-26-IMPROVEMENT WORKS TO A P CIRLCE MOVVAR ROAD
2026_LSGD_835900_7
AE/LIDEW/KDJ/ET-06/2025-26
Open Tender
Civil Works - Others
180 days
KUMBADAJE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,125
Yes
₹24,093
Yes
14 Mar 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
ROAD RETARING
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat 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 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)
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