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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹7.9 L+₹13,300.79 (1.72%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JOSEPH JOSE L2 | ANSHAD P K L1 |
|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 41.33 | cum | 60 ₹2,479.5 Lowest | 61 ₹2,520.83 |
| 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. | 189.6 | sqm | 305 ₹57,828 | 296 ₹56,121.6 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. | 1,267.2 | sqm | 15 ₹19,008 | 14.47 ₹18,336.38 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) | 1,267.2 | sqm | 285 ₹3,61,152 | 277 ₹3,51,014.4 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 41.33 | cum | 8,400 ₹3,47,130 | 8,380 ₹3,46,303.5 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
18 Aug 2025, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Enginee LID and EW Division Kottayamr
Annual Plan DPK 368/2026-Kuravilangadu Division Kuravilangadu GP Thazhathel Ponkunnel Road Maintanance General Civil Work
2025_LSGD_784306_6
9/2025-26/AEE/LID EW
Open Tender
Civil Works - Roads
Item Rate
45 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,182
Yes
24 Oct 2025
11 Aug 2025
19 Aug 2025
11 Aug 2025
18 Aug 2025
11 Aug 2025
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