PROVN OF INTERLOCKING PATHWAY, AT JCO MD ACCN and OR MD ACCN, PROVN OF INTERLOCKING PATHWAY AND HARD STANDING, AND PROVN OF HARD STANDING WITH OVER HEAD PROTECTION UNDER GE (WEST) PATHANKOT

Amount

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

Removal to excavated material (Soil) to a distance not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge.

M&L for 80mm thick, M-40 Grade, coloured rubber moulded glossy finish Machine pressed precast concrete interlocking paver block confirming to IS 15658-2006 with grey cement and pigment including 75mm thick cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) and including laid over 25mm thick sand cushioning bed complete all as secified and directed. Note:-Shape, size and colour of interlocking paver block and laying pattern shall be approved by GE.

M&L for Cement Concrete , 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in copings, kneelers, apex stones, bed plates, kerbs, bands, mud stop water troghs and the like including weathering, slightly rounded or camphered angles and throating, complete all as specified and directed by Engr-in-Charge.

Excavation in trenches, not exceeding 1.5 m wide and not exc 1.5 m in depth for foundation, and not exceeding 10 sqm on plan for manholes, pier hole, shafts, wells etc and getting out in any type of soil, complete all as specified. and directed by Engr-in-Charge.

M&L for Cement concrete Type D-2 1:4:8 (using 40 mm graded graded crushed stone aggregate) in foundations, filling and mass-concrete complete all as specified. and directed by Engr-in-Charge.

Returning filling in including spreading, levelling, watering and well remming in layers not exceeding 25cm thick in hard/dense soil complete all as specified.

M&L for Precast cement concrete type-B-1 block masonary with solid blocks 1:2:4 (using 20mm graded crushed stone aggregate) exc. 10cm in width and setting in cement mortar (1:6), complete all as specified and directed by Engr-in-Charge.

M&L for hardcore of Broken stone or boulders n.exc. 63mm, deposited spread and leveled in layers n.exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed.

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

M&L for cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.

M&L for structural steel rolled 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 Fe410-W (Gde-E-250) quality B complete all as specified and directed.

S&F Pre-painted galvalume 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

S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in ridge, fixed with self tapping screws as specified

M&L for preparation of newly steel and iron surface of any description width or girth exc 10 cm and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

M/S RUDRA CONSTRUCTION CO

Abrol construction co

M/S Raghuvanshi Builders

M/S YOGESHWAR ASSOCIATES GOVT CONTRACTOR

GUPTA ELECTRICAL AND ELECTRONICS ENGG WORKS

M/S CANTILEVER ENGINEERS

V K Sharma and Sons

DABGOTRA BUILDERS

Sandeep Kumar