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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.8 L+₹16,363.26 (3.50%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹3,180
Closing Date
19 Mar 2025, 10:00 amClosed
Assistant Engineer
Assistant Engineer Perinthalmanna Municipal Office
Annual Plan-URGENT REPAIR WORK HOUSING COLONY ROAD-2024-25- PERINTHALMANNA MUNICIPALITY WARD 5-General Civil Work
2025_LSGD_750215_13
10/ME/LID and EW/PMNA/ET/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Perinthalmanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹3,180
Yes
26 Nov 2025
14 Mar 2025
20 Mar 2025
14 Mar 2025
19 Mar 2025
14 Mar 2025
Amount
URGENT REPAIR
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
RedRock Developers (BID ID -2162838)
Bidder Name
P P Musthafa
RedRock Developers
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aoc.pdf
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