Tender For Annual Plan-Tgp 2024-25 Pro No:520/25-Punchakkadavu Road Re-Taring [(Ward:11)(Rs:5.00 Lakh) Cfc Fund ]-General Civil Work - Re-Taring (Ch : 0/220 To0/740) 2 3.5.2:Excavation In Soil With Dozer With Lead Upto 100 Mexcavation For Roadway In Soi, Wayanad-Kerala

Tender For Annual Plan-Tgp 2024-25 Pro No:520/25-Punchakkadavu Road Re-Taring [(Ward:11)(Rs:5.00 Lakh) Cfc Fund ]-General Civil Work - RE-TARING (CH : 0/220 To0/740) 2 3.5.2:Excavation in Soil with Dozer with lead upto 100 mExcavation 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. 3 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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 75.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding 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 75.5.11.1.B.2pb:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 - Packed Bitumen RatesProviding, 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 509By Manual MeansType B(II) Bitumen (S-65) 6 3.3:Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 7 OD369898/2024-2025:MoRD:Providing and fixing NAME BOARD fixed over MS sheeting 2mm thick suported on GI pipe 50mm dia firmly fixed to the ground by means of properly desiigned foundation with M-15 grade cement concrete 300x300x600mm, 600mm below ground level as per drawing and technical specification 400x450mm rectangular board

INR 935 /-

INR 10589.0 /-

INR 4.23 Lakhs /-