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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92,486.40Accepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.2 L+₹23,120.48 (25.0%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹84,242
EMD Value
₹2,106
Closing Date
13 Feb 2025, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MUNICIPAL OFFICE MANJERI
Annual Plan-MANJERI MUNICIPALITY 2024-2025 PROJECT NO 1455- Road Maintenance of Vettencheri parambu Ayurvda Hospital road Thuvvakunnu water tank road in ward 35-General Civil Work
2025_LSGD_734823_70
2716147/24/5
Open Tender
Civil Works - Roads
Item Rate
180 days
MANJERI
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹2,106
Yes
20 May 2025
7 Feb 2025
14 Feb 2025
7 Feb 2025
13 Feb 2025
7 Feb 2025
Amount
Re-tarring work
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.
5.5.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)
5.2.1a: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)
Jishnu Das P (BID ID -2106072)
Bidder Name
Sasikumaran T
Jishnu Das P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1178243.pdf
boq_comp_chart.xlsx
xlsx
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