EMERGENT RE CONSTRUCTION OF BOUNDARY WALL IN LIEU OF EXISTING DAMAGED BOUNDARY WALL AT WATER WORKS, SECTOR 39, CHANDIGARH. CH. TO DEPOSIT WORK OF MES.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (As per DSR I. No. 2.8.1)

Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (As per DSR I. No. 6.1.1)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) (As per DSR I. No. 5.2.2)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) (As per DSR I. No. 4.10)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (As per DSR I. No. 5.22.6)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) (As per DSR I. No. 6.4.2)

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar (As per DSR I. No. 15.8.3)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) (As per DSR I. No. 4.1.10)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (As per DSR I. No. 5.1.2)

12 mm cement plaster: 1:6 (1 cement : 6 fine sand) (As per DSR I. No. 13.1.2)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). (As per DSR I. No. 4.2.3)

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing (As per DSR I. No. 13.31.1)

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (As per DSR I. No. 5.9.1)

Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers (As per DSR I. No. 5.9.5)

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts (As per DSR I. No. 5.9.6)

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying the priming coat of approved steel primer using structural steel etc. as required. In gratings, frames,guard bar, ladder, railings, brackets,gates and similar works. (As per DSR I. No. 10.25.2)

Providing and fixing of GI barbed wire fencing on top of boundary wall. The G.I. barbed wire should have mint 4No kantas in one Rft. & weight per 100mtr. not less than 13.8kg. The binding wire should be also GI & rust free (13.8kg per 100mtr) (NS)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (As per DSR I. No. 13.61.1)

Dismantling barbed wire or flexible wire rope in fencing including maling rolls and stacling with within 50 mrtres lead. (As per DSR I. No. 15.36)

Less against old barbed wire

Less against old bricks

Less against old angles

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