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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.6 LRejected-Finance | ₹5.6 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | R Muraleedharan Nair L1 | C RADHAKRISHNA KURUP L2 |
|---|---|---|---|---|---|
| 1.00Retarring works | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 118 | sqm | 466 ₹54,988 | 467 ₹55,106 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 900 | sqm | 17 ₹15,300 | 17.4 ₹15,660 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 900 | sqm | 336 ₹3.0 L | 336.8 ₹3.0 L |
| 1.00 | OD315472/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.50m | 144 | sqm | 40 ₹5,760 | 41.3 ₹5,947.20 |
| 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) | 17.28 | cum | 10,325 ₹1.8 L | 10,329 ₹1.8 L |
Tender Value
Refer Docs
EMD Value
₹12,691
Closing Date
9 Oct 2025, 6:00 pmClosed
AE
o/o The AE Attingal Municipality
Annual Plan-AMC(Proj. No 377/25-26) Maintenance of Backside Indilayappan temple Puthenveedu portion road in ward-9-(Proj. No 377/25-26) Maintenance of Backside Indilayappan temple Puthenveedu portion road in ward-9-General Civil Work
2025_LSGD_803754_9
06/2025-26/AE/LIDEW/ATL
Open Tender
Civil Works - Roads
Attingal Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
₹12,691
20 Jan 2026
30 Sept 2025
10 Oct 2025
30 Sept 2025
9 Oct 2025
30 Sept 2025
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finance_1336870.pdf
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