Provision of 36 x firing position along the perimeter road for guard post at Dappar under AGE (I) Dappar

Amount

Surface excavation in soft/loose soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified

Excavating 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. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified

M & L for PCC 1:4:8 Type D2 40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M & L for brickwork with subclass `B` bricks, in straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge

M&L for rendering 15mm thick on other than fair faces on brick wall or concrete surfaces in CM (1:4) finished even and fair without using extra cement all as specified..

M&L for preparation of newely plaster surfaces on wall and applying two coats of cement based paint on new plastered surfaces all as specified.

M & L for hardcore of broken stone or boulders exc 63mm but n exc. 100mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rolled/rammed to a true surface, complete all as specified

Excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good surface, work in soft/loose soil, complete all as specified

S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified.

M & L for PCC 1:3:6 Type C2 using 40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment confirming to Fe-410 Gde 250 quality A including distance pieces, cleats etc.

M&L Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing boltsposts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 as directed and fixed

Prepation of new surfaces of steel any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified.

M & L for removing excavated soils n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified

M&L for colourd Machine pressed precast concetet interlocking paver block 60mm thickrubber moulded any shape and size over 25 mm thick sand layer conforming to IS 15658-2006 of 60 mm thickness grade M-35 with grey cement and pigments complete all as specified.

M&L for cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregates as in cills, lintels, upto 1.50 metre clear span, copings, benching, bed plates etc. and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works complete all as specified and as directed.

Neelkanth Engineers

S M BUILDERS