}

Tender For Annual Plan-Ponnani Muncipality 2025-26/Project No-123/26-Kerala Shed Pakkath Paramb Road Retarring-General Civil Work-At Ward 20 - Kerala Shed Pakkath Paramb Road Retarring 2 5.5.B.2A:Modified Penetration Macadam 75 Mm Thick Using Bitumen S-, ponnani-Kerala

Tender Notice

51985930
Tender For Annual Plan-Ponnani Muncipality 2025-26/Project No-123/26-Kerala Shed Pakkath Paramb Road Retarring-General Civil Work-At Ward 20 - Kerala Shed Pakkath Paramb Road Retarring 2 5.5.B.2A:Modified Penetration Macadam 75 Mm Thick Using Bitumen S-
Tender
Indian
Kerala
Ponnani
01-11-2025

Tender Details

Tender For Annual Plan-Ponnani Muncipality 2025-26/Project No-123/26-Kerala Shed Pakkath Paramb Road Retarring-General Civil Work-At Ward 20 - KERALA SHED PAKKATH PARAMB ROAD RETARRING 2 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) 3 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. 4 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 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) 6 OD126052/2025-2026::Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Please Enable Macros to View BoQ information

Key Value

Document Fees
INR 935 /-
Tender Value
INR 4.22 Lakhs /-
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