Annual Plan-Chungam Road Metaling and Tarring in Puthuppariyaram GP 2024-25-271/25

Amount

Metalling Tarring

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

OD187683/2024-2025: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

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.

OD76509/2024-2025:Mix seal surfacing - Manual Means - Type A - Bitumen S- 65 using Shredded Plastic 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) of 13.2 mm to 0.9 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 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 (ll) Bitumen (S-65)

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)

3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Name Board

OD76511/2024-2025:Supplying and providing readymade GI name board with all conveyance ,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm cost ,40 x20x 1.4mm outer frame, 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size ,fixing the post in ground with cc 1:2:4 etc complete

S.ANAND (BID ID -2055224)

Bidder Name

M.S.SUDHEERBABU

S.ANAND