Provn of Shed at South Camp of MFFR (Job No. 24D/MFFR/LBW/01/2021-22) under GE (N) Bikaner

Amount

Excavating in trenches, not exc 1.5 metre wide and not exc 1.5 metre in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. laying cables, pipes, etc. not exc 10 Sqm on plan & not exc 1.5m in depth and getting out in soft/loose soil complete all as specified and as directed.

Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25cm, watering, and removing surplus soil to a distance not exc 50 m and making good surface in soft/ loose soil complete all as specified & as directed.

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

Removing excavated soil/material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and as directed.

M&L for hardcore of broken stone or boulders, gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

M&L for sand (Local Tibba sand) filling under floors and similar locations including spreading, leveling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed. Notes : (i) Approved local Tibba dry sand free from vegetations, grass and other deleterious substances shall be used. (ii) For the purpose of payment, only consolidated thickness shall be measured.

M&L for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed.

M&L for PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed.

M&L for brick work with old size Fly Ash bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:6 complete all as specified and as directed.

S&F rolled mild steel as in Joist, channel, angle or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length directed) and similar work conforming to Grade E-250 quality `A’ all as specified and as directed.

S&F rolled mild steel as in plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections, etc., conforming to Grade E-250 quality ‘A’ complete all as specified and as directed.

S&F mild steel framed work using ERW or induction butt welded tubes conforming to I.S 1161-1979 Grade St-240 including necessary welding, bolting, special shaped washer, clamps, cleats etc. complete all as specified & as directed.

S&F rolled mild steel work as in Plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment including necessary welding etc. conforming to Gde E-250 (Fe 410-W) quality `A’ complete all as specified and as directed.

S&F mild steel work as in 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 bolts, posts 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 Grade E-165 (Fe 290), complete all as specified & as directed.

S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exc 5 cm long and dia of neck 5 to 10 mm complete all as specified and as directed.

S&F Pre-painted galvalume aluminium zinc coating corrugated steel sheet 0.50mm thick with coating AZ-150 gsm 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 & as directed. Note : Colour of sheet shall be as approved by the GE.

S&F Pre-painted galvalume aluminum zinc coating Plain steel sheet 0.50mm thick with coating AZ-150 gsm of any colour having tensile strength of 550 Mpa as in roof covering/ridge/fascia/cladding to wall, fixed with self tapping screws complete all as specified & as directed. Note : Colour of sheet shall be as approved by the GE.

M&L for 100 mm thick PCC (1:4:8) type D2 using 40 mm graded crushed stone aggregate as in sub base, surface finished fair and even, complete all as specified and as directed.

M&L for 75 mm thick PCC (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in sub base, leveling course, etc, surface finished fair and even, complete all as specified and as directed.

M&L for 40mm thick PCC (1:2:4) type B1 using 20mm graded crushed stone aggregate as in flooring, mixed with Metallic floor hardener as per manufacturer’s instructions, surface finished even & smooth without using extra cement, complete all as specified and as directed. Note : Supply only Metallic floor hardener shall be measured and paid for separately.

Supply only Metallic floor hardener all as specified & as directed.

S&F Plastic dividing strips, 1.5mm thick, 38mm wide, inserted in position, conform to design, complete all as specified & as directed.

M&L for 75mm thick PCC 1:3:6 type C1 using 20 mm graded crushed stone aggregate as in plinth protection surface finished even and smooth without using extra cement complete all as specified. Note :- Plinth protection shall be of width as directed and shall be laid with an outward slope of 1:30 in alternative bays not exceeding 4 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3).

M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick masonry or concrete surfaces of walls, finished fair & even complete all as specified and as directed.

M&L for preparation of newly plastered surfaces of wall & applying two coats of cement base paint of approved shade/tint over a coat of alkali resistant priming paint complete all as specified & as directed.

M&L for preparation of new steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint of approved tint over a coat of zinc chrome primer complete all as specified & as directed.

Gill Construction Co

VIJAY KUMAR SHARMA

M/S Shree Ram Enterprises

D DEV COMPANY

MAHARISHI GAUTAM CONSTRUCTIONS