Construction of Drainage with cc road at Esavaran kovil street H/O Ponndi Panchayat in Walajah Union.

Amount

Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B

cc road corewall

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

Plain Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Supply and erection of centering for all PCC item including cost and conveyance labour charges etc complete DRAINAGE

cc road

Cement Concrete 1:3:6 mix using 20mm HBG metal including cost and conveyance of all materials and all labour charge etc. complete

Cement Concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials and all labour charge etc. complete

Plastering with Cement Mortar 1:4 mix to 20 mm thick including cost and conveyance of all material to site and all labour charges etc

Supplying and Fabricating and placing in position MS Steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire all floors etc., complete complying with standard specification.

Reinforcement Cement Concrete 1:1 1/2:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges, centering and shuttering but icluding curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls, sides and bottom of the slabs, beams, etc., shall be finished smooth with cement mortar 1:3, 12mm thick and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

SAI TRADERS (BID ID -1102380)