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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 LAccepted-AOC EDAMATTOM | ₹4.6 L | 1 | Accepted-AOC LOWEST |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not lowest |
| Sl No | Description | Qty | Unit | Vazhayil Constructions L1 | MEYA MEYA CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 60.14 | sqm | 310.6 ₹18,679.48 | 313.45 ₹18,850.88 |
| 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. | 53.3 | sqm | 403.3 ₹21,495.89 | 407 ₹21,693.10 |
| 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. | 1,104.3 | sqm | 15.77 ₹17,414.81 | 15.92 ₹17,580.46 |
| 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) | 1,104.3 | sqm | 281.37 ₹3.1 L | 283.95 ₹3.1 L |
| 1.00 | OD517867/2024-2025:Surface dressing of the ground including removing vegatation and in-equalities not exceeding 15 cm deep and disposal of rubbish,lead upto 1.5 m.All kinds of soil | 83 | sqm | 32.73 ₹2,716.59 | 33.03 ₹2,741.49 |
| 1.01 | 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) | 10.38 | cum | 8,749.04 ₹90,771.29 | 8,829.3 ₹91,603.99 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
26 Mar 2025, 3:30 pmClosed
AEE, Pala Municipality
Office of the Assistant Executive Engineer
Annual Plan-2024-25/ Pala Municipality-550/25- Green Valley Road Maintenance Ward 6-General Civil Work
2025_LSGD_752025_9
LSGD/CELSGD/2024-2025/19
Open Tender
Civil Works - Roads
180 days
Pala Municipality
Please refer Tender documents.
11 documents required · 11 mandatory
₹935
₹10,592
26 Mar 2026
19 Mar 2025
27 Mar 2025
19 Mar 2025
26 Mar 2025
19 Mar 2025
stage.html
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tech_eval.pdf
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aoc.pdf
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