Tender For Thachanali Thazham Mukkali Thazham Road In Madavoor Gp P105 Improvement - Annual Plan-2024-25 Thachanali Thazham Mukkali Thazham Road In Madavoor Gp (105/25)-Improvement-General Civil Work Sl. No. Item Description 1 Detailed Estimate 2 , Kozhikode-Kerala

Tender For Thachanali Thazham Mukkali Thazham Road In Madavoor Gp P105 Improvement - Annual Plan-2024-25 Thachanali thazham Mukkali thazham road in Madavoor GP (105/25)-improvement-General Civil Work Sl. No. Item Description 1 DETAILED ESTIMATE 2 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. 3 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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 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. 5 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) 6 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 7 OD259391/2024-2025:Filling with quarry muck-Filling up low lying areas with local material/quarry muck, spreading in layers levelling the top at site and consolidating by ramming etc.complete 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 OD314611/2024-2025:Supplying and fixing Sila phalakam with granite stone of size 600mm x 450mm or nearest size on prepared wall with engraving English and or Malayalam letters of specified size including all cost, conveyance and labour charges etc. complete.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	02-01-2025	Due Date Extended for tenders closing on 31-12-2024.	Admin Corrigendum Date Extend	03-01-2025

INR 560 /-

INR 6340.0 /-

INR 2.53 Lakhs /-