CWE/HSR-16 OF 2023-24 CONSTRUCTION OF BUNDARY WALL AND ERECTION OF

Amount

Excavating in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. nexc 10 sq m on plan and n exc1.5 in depth and getting out Complete all as specified.

Excavating in trenches, n exc1.5 m wide for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. nexc 10 sq m on plan and depth exc 1.5m & nexc 3.0and getting out Complete all as specified.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm Complete all as specified.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point Complete all as specified.

M& L Plain Cement concrete in foundations,filling and mass concrete type D-2 1:4:8(40 mm graded aggerate)

M&L,Providing Reinforced cement concrete (design mix) M-25 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basementslabs, under-reamed piles and mass concrete Complete all as specified.

M&L, Providing Reinforced cement concrete (design mix) M-25 in columns, complete all as specified.

M&L, Providing Reinforced cement concrete (design mix) M-25 in beams complete all as specified.

M & L TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified.

M & L TMT bars 5 to 8mm dia, as in stirupps spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified

Formwork to sides of concrete foundations, footings, bases ofcolumns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter fair surfaces of concrete complete all as specified

Formwork to sides of pillars,posts, struts, piers, columns and stanchions for fair surfaces of concrete complete all as specified

Formwork to sides and soffits of floor or roof beams, beam haunchings ,girders, bressummers,lintels, cantilevers, shelvesincluding sup- ports, overhangs,etc. also splaysbetween floors and beams, etc. fair surfaces of concrete.complete all as specified

M&L Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 complate all as specified.

M&L rendering 15mm thick in cement mortar 1:4 on fair faces of brick or concrete, finished even and smooth without using extra cement complate all as specified.

S&F Mild steel work conforming to Fe 290 grade E-165 as in angle iron posts with swan neck (horn)nand struts in fencing including cutting topd to shape as directed, drilling holes, notching for wire etc necessary drilling, bolting or welding/ riveting etc.complete all as specified

S & F Galvinised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails including securing or tying with and provision of galvinised MS wire staples or steel pins etc complete all as specified

S&F concertina coil with punched tape concertina coil 600mm diameter 10m openable length having 50nos round per 6m length over'Y' shaped angle iron fencing posts tied with necessary bolts with angle iron and GI Staples with barbed wire concertina coil wire diameter 2.5mm spring steel ,blade 15mm and spacing of blade 26mm. complete all as specified.

M&L preparation of new or previously untreated surfaces of steel of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of a red oxide zinc primer complete all as specified.

M&L for preparation of new plastered surfaces of wall and applying two coats of cement base paint complete all as specified.

Construction of boundary pillars 1.05m high above GL, Excavation in soft/loose soil PCC 1:4:8 in foundation RCC M-25 in footing columns, rendering in CM 1:4 cement based paint complete as shown in Sketch ‘A’ in list of drg and all as specified and directed

M/S Yamin

M/S RAJINDER SINGH

PUNIA CONSTRUCTIONS WORKS PRIVATE LIMITED