Tender For Annual Plan-Kuttippuram Gp Annual Plan 2026-27 Project No 113 Improvements To Perumparambu Karimpanapeedika Karuvanpadi Road-Project No 113 Improvements To Perumparambu Karimpanapeedika Karuvanpadi Road Ward 8-General Civil Work
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Project Description
Tender for Annual Plan-Kuttippuram Gp Annual Plan 2026-27 Project No 113 Improvements To Perumparambu Karimpanapeedika Karuvanpadi Road-Project No 113 Improvements To Perumparambu Karimpanapeedika Karuvanpadi Road Ward 8-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | RE TARRING |
| 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 | 5.2.1a: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. |
| 4 | 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) |
| 5 | Irish Concreting |
| 6 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 7 | OD7786/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4courseaggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincludingcompaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) Please Enable Macros to View BoQ information |
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