Maranalloor GP- 2023-24 - BharanyarakuzhyAchathukonam road improvement in ward XVII-Project No. 95/23

Amount

OD125900/2023-2024:Surface dressing of ground including removing of vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kinds of soil

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.

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.

OD116250/2023-2024:od1353171/2022-2023 Filling with quuary muck Filling and waterlogged areas wih local material quarry muck spreading in layers levelling the top at site and consolidation by ramming etc compleate for improving the CBR value of subgrade

4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)

5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a:Tack Coat <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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.2.1a:Tack Coat<br> 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.

OD116377/2023-2024:Mix Seal Surfacing - Manual Means - Type A - Bitumen 5-65 (Plastic) and Antisripping Agent Providing, laying and rolling of close-graded prernix surfacing material of 20 rnm thickness composed of ll.2 mm to 0.9 rnm (Type-A) ot 13.2 mm to 0.9 mm (Type-B) aggregates using.penetration grade bitunren.to required l.ine, gr.adg"and level to serveas wearing course on a previously preparid 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 t; By Manual Means <br> Type A : OD Biturmen (S-65)(PLastic)

OD116454/2023-2024:s/f Name board of size 75x60 cm instalied in the appropriate place visibl;e to the public made of brick wall with granite plaque should be inserted and and engraving letters as per the direction of deptl officers at site

SREEKANTH S J

Bidder Name

Ajesh A

SREEKANTH S J