Bodinayakkanur - Nagalapuram -15TH FC BP 22-23 - Pkg No - BNKR-8

Amount

Earthwork excavation and depositing on bank with initial leads of 10m and lifts of 2m In hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stoney earth and earth muds with 50% fair sized boulders and hard gravelly soils as per SS 20 B

Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed. Rate for 10 cum.

Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155)

Plain Cement Concrete in CM 1 : 3 : 6 mix using 20 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification

Plastering with CM 1 : 5 mix using 12 mm thick including cost and conveyance of all materials to site and all other labour charges including curing etc., as per standard specification

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) .

Providing and lalying of interlocking Concrete Block ( Surface Textured ) Pavement having thickeness and 60 mm and compacted over a thin bedding Sand layer of 30 mm Thickness and joining shall be fine sand of Specificed grading asa per table 1500.6 of Specification of Rural roads- and Technical Specification clause 1504

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

Chinnasamy Veerakuamr