RE tender -RENOVATION OF KOCHEDEJETTY TSUNAMI COLONY ROAD IN WARD 9

Amount

TARRING

OD251210/2024-2025: Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means & amp; rolled at same road area with static roller

OD251211/2024-2025:Filling up low lying and water logged areas with local material/quarry muck,spreading in layers,levelling the top at site and consolidation by ramming etc complete (4.1.B.1 Modified with Quarry muck )

4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead

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

OD251212/2024-2025: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) or 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 (II) Bitumen (S-65) Details Unit = sqm Taking output = 500 sqm

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

OD251209/2024-2025:Supplying and fixing metal name board of size 1200x600x0.8xmm using MS sheet and 35x35x5mm Angle section with 50mm diameter ,2 mm thick and 1.5 m long GI pipe for post erected in concrete of CC 1:2:4 having size 30X30X50 cm as per directions of deparetmental officers in charge

KRISHNA KUMAR S (BID ID -2131055)

HASHIM A (BID ID -2131202)

UTHAMAN K (BID ID -2131136)

Bidder Name

G. HARIKUMAR

KRISHNA KUMAR S

HASHIM A

UTHAMAN K