PROVN OF COMPOUND WALL AND INTERLOCKING TILES AT VARIOUS MD ACCN UNDER AOR OF AGE B/R-II OF GE(N) MAMUN

Amount

Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5m in depth in any type of soil and getting out, complete all as specified and as directed.

Material and labour for Cement concrete (1:4:8) type D-2 (using 40mm graded crushed stone aggregates) in foundation fillings and mass concrete complete all as specified and directed.

Material and labour for reinforced cement concrete (1:1.5:3) type A-1 with 20mm graded stone aggregate for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

Material & labour for reinforced cement concrete (1:1.5:3) type A-1 with 20mm graded aggregate for columns, pillars, piers, posts and struts etc complete all as specified and directed.

Material & labour for reinforced cement concrete (1:1.5:3) type A-1 with 20mm graded stone aggregate for Beams, cantilevers, lintel over 1.5m span complete all as specified and directed.

Material and labour for use & waste of form work to sides of concrete foundation, footings, bases of columns, rafts and raft beamsand similar work; vertical or to batter for rough finished surfaces of concrete, complete all as specified & directed.

Material and labour for use & waste of form work to sides of pillars, posts, struts, columns etc. for rough finished surfaces of concrete, complete all as specified & directed.

Material and labour for use & waste of form work to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc alo splays between floors and beamsfor rough finished surfaces of concrete, complete all as specified & directed.

Material and labour for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending, 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 and directed.

All as per Srl item No 18 above but 6mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.

Material and labour for Brickwork with fly ash bricks, straight or curved on plan exc. 6m in mean radius, built in cement mortar (1:6), complete all as specified.

Material & labour 15mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and directed.

Material & labour for preparation of new plastered surfaces of wall and applying two coats of cement base paint, complete all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25cm thick, complete all as specified and directed.

Removing excavation material n exc. 50m & deposited where directed at a level n exc. 1.5m above the starting point complete all as specified and directed.

Material & labour for PCC 1:2:4, type B-0 using 12.5mm graded stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges, complete all as specified & directed.

Surface excavation in any type of soil not exceeding 30 cm deep and averaging 15 cm deep and getting out complete all as specified.

Material & labour for Sand filling under floors including watering, ramming and compaction, complete all as specified and directed.

Material & labour for 75mm thick Cement concrete type (1:4:8)type D-2 (using 40mm graded aggregate) as in sub base/base of floor complete all as specified & directed.

Material & labour for Machine pressed precast concrete interlocking paver block any shape and size having glossy finish confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, with white cement and pigment (topping thickness not less than 5mm thick and colour pigment non fadable with epoxy coating) complete all as specified & directed.

Material & labour for PCC 1:2:4, type B-1 using 20mm graded stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges, complete all as specified & directed.

M/s GIrdhari Lal Rakesh Kumar

dadwal engineers

M/S DUGGAL CONSTRUCTION CO

Ms Tarsem Kumar Sharma

DABGOTRA BUILDERS

AV ENTERPRISES