Mohlla Ambedkar Nagar Me Rajeev Ke Makan K Pass gata no 187 me Talab ka SaundriyKaran

Cleaning jungles including uprooting of rank visititation grass , bushes , wood trees and sapling of grith up to 30 cm measurd at haeight of 1 mtr above ground level and removel of rubbish upto a distance of 50 mtr out side periphery of aria cleared. (code no.2.31)

Excavation of water by Dewatering pump of 5hp(diesel) from the pond i/c supplyof all materials, labour and T&P etc required for proper completion of work.(Chap.19 S.l 15 ) 1 KWH x @ 40 .00 = 5 KWH x @ 40 .00 = 200 Per hour

Earth work in excavation by mechanical means (Hydraulic excavatory manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.(code no 2.6 of DSR)

1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)(As per chap.4 -S.l.code no .4.1.8 of D.S.R)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15" landings, balconies, shelves, chajjas, lintels, bands, plain window silis, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). (As per chap.5 -S.l.code no .5.3 of D.S.R)

Mild steel or iron such as in all r.c.c. work including benefit for proper completion of work and including supply of all metarials and labour etc. complete in all.(As per chap.5 -S.l.code no .5.22.1of D.S.R)

Providing and fixing in position chain linked steel wire fabric made of 4mm dia G.I. wire of required width in mesh to concrete/wooden/angle iron posts including securing and screwing with 2mm dia G.l wire, G.l staples, G.I.U-nails or steel Pins etc. Complete DSR 16.70.1

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35 * 35 * 5 mm, joints mitred and welded by angle iron 35 * 35 * 5 mm or 35 * 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. code no. 10.31

provinding and fixing G.I pipes complete with G.I fiting including trenching and reflling etc., external work .s.l no 23 (H) sch 18.12.8

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::(As per chap.6 -S.l.code no .6.4.1of D.S.R)