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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 LAccepted-AOC | ₹2.5 L | 1 | Accepted-AOC L1 |
Tender Value
₹2.5 L
EMD Value
₹6,348
Closing Date
29 Jan 2026, 6:00 pmClosed
AE LSGD
AE LSGD CHATHAMANGALAM GRAMA PANCHAYAT
Annual Plan-2025-26 Palakutty Mandrassa Kavugalthzham Road reconstruction in Chathamangalam gramapanchayath-pro no 215-General Civil Work
2026_LSGD_829785_1
AE/LSGD/CHLM/TENDRE/215/25-26
Open Tender
Civil Works - Roads
180 days
KATTANGAL
Please refer Tender documents.
11 documents required · 11 mandatory
₹560
Yes
₹6,348
Yes
9 Jun 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
Retarring and Side Protection
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry 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 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)
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