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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NOUSHAD M I L1 | NAZAR P M L2 |
|---|---|---|---|---|---|
| 1.00MAINTENANCE | |||||
| 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. | 16.65 | sqm | 323.59 ₹5,387.77 Lowest | 339.76 ₹5,657 |
| 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. | 15.79 | sqm | 418.33 ₹6,605.43 Lowest | 439.24 ₹6,935.6 |
| 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. | 182 | sqm | 15.79 ₹2,873.78 Lowest | 16.57 ₹3,015.74 |
| 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) | 182 | sqm | 302.65 ₹55,082.3 Lowest | 317.78 ₹57,835.96 |
| 1.00 | OD284474/2025-2026:sectioning up to 150mm and forming the surfuce for Old road way as per the direction of Engineering in charge. | 67.6 | sqm | 86.32 ₹5,835.23 Lowest | 90.63 ₹6,126.59 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 10.14 | cum | 9,186.73 ₹93,153.44 Lowest | 9,646.06 ₹97,811.05 |
Tender Value
₹1.7 L
EMD Value
₹4,223
Closing Date
13 Oct 2025, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer LIDEW Muvattupuzha Municipality
PROJECT.NO 314/2025-2026-MAINTENANCE OF AMBALAM LINK ROAD(MC ROAD TO KARUNA NURSING HOME)IN WARD -23
2025_LSGD_804221_1
07/2025-26/AE/LSGD/MVPZA
Open Tender
Civil Works - Roads
Item Rate
Office of the Assistant Executive Engineer LIDEW M
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
₹4,223
8 Nov 2025
30 Sept 2025
14 Oct 2025
30 Sept 2025
13 Oct 2025
30 Sept 2025
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finance_1337467.pdf
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