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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC agreement exicuted | |
| 2 | L2₹3.5 L+₹7,600.14 (2.22%)Rejected-AOC | L2 | Rejected-AOC hence higher rate not admitted |
| Sl No | Description | Qty | Unit | Muraleedharan AR L1 | Sijo John C. L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.03 | Hectare | 46,500 ₹1,488 Lowest | 48,032.95 ₹1,537.05 |
| 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. | 85 | sqm | 415 ₹35,275 Lowest | 426.7 ₹36,269.21 |
| 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. | 963 | sqm | 15.5 ₹14,926.5 Lowest | 16.11 ₹15,509.89 |
| 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) | 963 | sqm | 302.5 ₹2,91,307.5 Lowest | 308.7 ₹2,97,280.99 |
Tender Value
₹3.4 L
EMD Value
₹8,593
Closing Date
1 Sept 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
assitant engineer,LID EW kaiparambu GP
office of the assistant engineer
Annual Plan-KAIPARAMBU GRAMAPANCHAYATH 2025-26 PROJ NO 152/26-STAR BEEDI COMPANY ROAD RETARRING IN WARD 13
2025_LSGD_785893_1
ET3/152/2025-26/AE/LID EW/KGP
Open Tender
Civil Works - Roads
Item Rate
365 days
mundur
refer tender documents
7 documents required · 7 mandatory
₹760
Yes
₹8,593
Yes
16 Dec 2025
18 Aug 2025
2 Sept 2025
18 Aug 2025
1 Sept 2025
18 Aug 2025
Amount
Road Retarring
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
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.
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.
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)
Sijo John C. (BID ID -2319055)
Bidder Name
Muraleedharan AR
Sijo John C.
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1291837.pdf
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