PROVN OF SCOOTER/ CAR SHED IN JCOS OR MD ACCN BLDG

Amount

Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in hard/ dense soil complete all as specified and directed.

Excavation in post holes (or similar holes) each n. exc. 0.5 cum in hard/ dense soil and getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers not exc. 25 cm watering and removing surplus soil to a distance n. exc 50 m and making good surface complete all as specified and directed.

Excavation in trenches not exc 1.5 mtr wide and n exc 1.5 mtr in depth for foundation etc, or for shafts, wells, cesspits manholes, pier holes etc ne exc 10 Sqm on plan and getting out in hard/ dense soil complete all as specified and as directed.

M & L for PCC 1:4:8, type D-2, using 40 mm graded crushed stone agg as in foundation, filling & mass concrete complete all as specified and directed.

M & L for PCC 1:2:4 type B-2, using 40 mm graded crushed stone agg as in foundation of fencing post, filling & mass concrete complete all as specified and directed.

M & L for brick work with sub class 'B' brick straight or curved on plan exc. 6 mtr mean radius built in CM 1:6 complete all as specified and directed.

M&L for PCC 1:2:4, type B-1, using 20mm graded crushed stone aggregate, as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, retaining wall and the like including weathering, slightly rounded or chamfered angles and throating and necessary form work complete all as specified and directed

S & F structrual steel rolled sections as in main and cross beams, hip and jack rafters; purlins, post, gusset plate, (angle, channel, beam, flat, tubes) where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe-410W ( Gde E-250) Quality B, complete all as specified and directed.

S&F for pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed

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

M & L for 100mm thick PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in sub base complete all as specified and directed.

M & L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60mm thickness , M- 35 Grade complete all as specified and directed.

M & L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick/ concrete surface finishing even and smooth without using extra cement complete all as specified and directed.

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

S&F reinforced concrete pipes of 300mm bore class NP-2 laid and jointed with one collar per length of pipe complete all as specified and directed

M&L for concrete bed to drain pipes of 300mm bore, in PCC 1:4:8, type D-2, using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

Returning, filling in, including watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed.

Removing excavated materials to a distance n.exc 50 m and depositing where directed at a level n.exc. 1.5m above the starting point in soils complete all as specified and directed.

R. P. Suppliers and Construction Co.

M/S Dahiya Builders