PROVN OF VEHICLES PARKING IN KLP AREA AND ADDITION/ALTERATION TO BUILDING NO. P-17/1 UNDER AGE-BR-II AT GEKH YOL

Amount

SCH 'A':-Excavating over areas , n exc 1.5 m deep and getting out in any type of soil, complete all as specified.

Excavating in post holes (or similar holes) each n exc 0.5 cu. M, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, all as specified.

Hard core of broken stone or boulders of gauge not exc. 63mm deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface, all as specified.

100mm thick Plain cement concrete M-7.5, nominal mix, D-2, using 40mm graded mechanically crushed stone aggregate as in sub base complete all as specified.

Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment laid over and including 50mm thick sand cushion, joints of tiles filled with dry sand and compacted with mechanical vibrator complete all as specified and directed.

Removing excavated material not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified.

PCC M-15, nominal mix, B-1 using 20mm graded mechanically crushed stone aggregate as, in coping, bands plates for serving hold fasts / locking for interlocking paver block etc complete all as specified. Note:- (i) The unit rate include for use of form work (straight or curved).

Plain cement concrete M-7.5, nominal mix, D-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified.

Rolled sections as in Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240s, steel work complete , all as specified.

Rolled mild steel sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates ® conforming to Fe-410- W(Gde- E-250) quality- B , all as specified.

Mild Steel framed work as Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment complete, conforming to Fe 290 Gde E-165 , all as specified.

Applying two coats of synthetic enamel paint over a coat of red oxide on new steel or steel based surfaces of any description, exceeding 10cm width or girth including preparation of surfaces, all as specified.

Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.60mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified, all as specified and directed.

surinder kumar jindal & bros.

m/s Sohan singh barwal and Brothers

MM Constructions

Ms Sunil Kumar

KISHAN CONTRACTOR