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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.7 LAccepted-AOC | ₹7.7 L | 1 | Accepted-AOC Ist lowest |
| 2 | 2₹8.6 LRejected-AOC | ₹8.6 L | 2 | Rejected-AOC II nd lowest |
| Sl No | Description | Qty | Unit | K. I Varghese L1 | Joshy Thomas L2 |
|---|---|---|---|---|---|
| 1.00Road Retaring | |||||
| 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. | 177.3 | sqm | 305.15 ₹54,103.40 | 339.77 ₹60,241.56 |
| 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. | 114.9 | sqm | 394.49 ₹45,327.30 | 439.25 ₹50,470.26 |
| 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. | 1,705.2 | sqm | 14.89 ₹25,390.43 | 16.58 ₹28,272.22 |
| 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) | 1,705.2 | sqm | 285.4 ₹4.9 L | 317.78 ₹5.4 L |
| 1.00 | OD382518/2025-2026:Sectioning upto 150 mm and forming the surface for OLD road way
leveling,cambering etc complete as per direction of Engineer in charge | 105 | sqm | 29.42 ₹3,089.10 | 32.76 ₹3,439.80 |
| 1.01 | OD383593/2025-2026:Construction of granular sub-base by providing local material spreading in uniform
layers on prepared surface and compacting by ramming (manual consolidation)to achieve the desired density
complete. | 7.88 | cum | 2,957.79 ₹23,292.60 | 3,293.4 ₹25,935.53 |
| 1.01 | OD382519/2025-2026:(75.8.1 Modified: Excluding form work) 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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 15.75 | cum | 8,671.75 ₹1.4 L | 9,655.72 ₹1.5 L |
Tender Value
₹8.2 L
EMD Value
₹20,531
Closing Date
13 Nov 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID and EW section Karukutty
Annual Plan-2025-26 Karukutty GP Pro no270-26-Asharithazham lift irrigation bund road maintenance -ward 14-General Civil Work
2025_LSGD_819211_8
08/AE/KRY/25-26
Open Tender
Civil Works - Roads
240 days
Karukutty GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,815
Yes
₹20,531
Yes
13 May 2026
5 Nov 2025
15 Nov 2025
5 Nov 2025
13 Nov 2025
5 Nov 2025
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