Tender For Annual Plan-Shoranur Municipality -Ngo Nagar Road Renovation Ward 14-Proj No 125/25-26-General Civil Work - Road Work 2 3.5.2:Excavation In Soil With Dozer With Lead Upto 100 M
Excavation For Roadway In Soil By Mechanical Means Including, shoranur-Kerala

Tender For Annual Plan-Shoranur Municipality -Ngo Nagar Road Renovation Ward 14-Proj No 125/25-26-General Civil Work - Road Work 2 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. 3 OD297684/2025-2026:Conveyance of excess earth from site 4 OD318393/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.ii using gravel mix soil 5 OD297680/2025-2026:Fill up pot holes (cut and formed to regular shapes and all loose defective materials removed) after supplying a prime coat of hot bitumen using 36 mm departmental broken stone and compacting with power roller to get a compact surface 6 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 7 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) 8 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 9 OD297722/2025-2026:Supplying and providing readymade GI nameboard with all conveyance , labor and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc complete

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	13-10-2025	Time extension	Date	14-10-2025

INR 675 /-

INR 3.04 Lakhs /-