Annual Plan PRJ NO 68/23-24 Vikas Auditorium Sathyan veedu Road Priyadarshini Road Renovation Ward 20 30

Amount

Road Work

3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.

OD213852/2023-2024:Conveyance of excess earth from site

OD213853/2023-2024: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 on prepared surface, mixing by mix in place method with rotavator at once to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

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)

OD292142/2023-2024:Fill up pot holes(cut and formed to regular shapes and all loose defective materials removed) after supplying aprime coat of hot bitumen using 36mm departmental broken stone and compacting with powere roller to get a compact surface.

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.

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

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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

75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

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.

OD281436/2023-2024:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic Providing ,laying and rolling of close-grade premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2 mm (Type-B) aggregates coated with shredded plastic (3% by weight of bitumen) as per standard procedure using penetration grade bitumen to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in asuitable plant, laying and rolling with a three wheel 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means:- Type A(II) Bitumen (S-65) Uinit = sqm Taking output= 500sqm

OD288058/2023-2024:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80*40*1.4mm outer frame, 0.60mm thick Iron sheet of size 90*60cm with two coat of enamel painting over acoat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete

Sundaran Construction

Bidder Name

Ravikumar

Sundaran Construction