692/5May26

Laying and Jointing PVC Pipe. Heading

Earth work in excavation by mechinical means (Hydroulic Ecacavation foundation trenches or drains (not ecceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms lift upto 1.50 out the excavated soil and disposal of surplus excavatd soil as direction fo Engineer in charge upto 50 m distance (all kinds of soil)

Providing and laying in position cements concrete of specified grade 1:4:8 (1 cement :4 Coarse sand 8 graded stone aggregate 40 mm nominal size) all work upto plinth

Brick work with common burnt clay F.P.S (non modular) bricks of calsss designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 Cement : 6 Coarse sand)

Providing and laying in position cements concrete of specified grad excluding the cost of centering and shuttering all work up to plinth level : 1:2:4(1 cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete work upto plinth level 1:1.5:3 (1 cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size)

Filling available excavated earth (excluding roock) in trenches, plingh, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m

Reinforced cement concrete work in wall (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, buttresses, plinth and string courses, fillet, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to flooor five level excluding cost of centering , shuttering, finishing and reinforcemnet 1:1.5: 3(1 cement: 1.5 coarse sand (zone III) : 3 graded stone aggregate 230 mm nominal size)

Reinforced cement conctrete work beams, supended floors, roofs having slope up to 15 landing , balconies, shelves, chajjas, lintes, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level excluding the cost fo centering, shuttering, funishing and reinforcement with 1:1.5: 3 ( (1 cement: 1.5 coarse sand (zone III) : 3 graded stone aggregate 230 mm nominal size)

steel reinforcement for R. C. C. work inluding stairghtening, cutting, bending, placing, in position and binding all complete upto plingh level. Thermo Mechanically Treated bares of grades FE 500D or more