DEPOSIT-Reformation work-Providing StripBT and BT Patch between km 0/000-6/400moolankave -Thelampetta-Mathamangalam

Amount

Providing patch work

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

OD82400/2022-2023:Providing laying and rollingof close grade premix surfacing material of 20 mm thickness compound of 11.2 mm to 0.9mm (Type A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing suitable plant, laying and rolling with a three wheel roller and finishing to required level and grades as per technical specification clause 509 of MORD

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

Sulthan Bathery Labour Contract and Construction Co.Operative Societey Ltd.

mohammed afsal p a

RAFEEQUE

WAYANAD GOODS CARRIAGE OWNERS AND LABOUR CONTRACTT CO-OP SOCIETY LD NO W351

MALAYORAM LABOURCONTRACT CO OPERATIVE SOCIETY

Bidder Name

VINCENT V J

RAFEEQUE

mohammed afsal p a

WAYANAD GOODS CARRIAGE OWNERS AND LABOUR CONTRACTT CO-OP SOCIETY LD NO W351

MALAYORAM LABOURCONTRACT CO OPERATIVE SOCIETY

Sulthan Bathery Labour Contract and Construction Co.Operative Societey Ltd.