Tender For Lac-Ads-Mla - Ads Proposal Of Sri P S Supal Mla , Punalur Lac- Renovation Of Vilakkuvettam -Palodu Road In Vilakkuvettam Ward Of Punalur Municipality-General Civil Work, Punalur-Kerala
TDR : 54514606
Tender Notice
BOQ
Expired
Punalur
Kerala
Tender For Lac-Ads-Mla - Ads Proposal Of Sri P S Supal Mla , Punalur Lac- Renovation Of Vilakkuvettam -Palodu Road In Vilakkuvettam Ward Of Punalur Municipality-General Civil Work
Name of Work:- LAC-ADS-MLA - ADS Proposal of Sri P S Supal MLA , Punalur LAC- Renovation of Vilakkuvettam -Palodu Road in Vilakkuvettam ward of Punalur Municipality-General Civil Work
Sl. No.
Item Description
1
Retarring
2
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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 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
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
7
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4)
8
OD173061/2025-2026:S/F Name board of size 75*60 cm installed in the appropreate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc as per the directions of deptl. officers at site. Please Enable Macros to View BoQ information
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