CA NO GE(H)-09/2023-24 PROVN OF HARD STANDING WITH ROOF SHED FOR PARKING THE AOR OF AGE B/R-II UNDER GE HISAR AT HISAR MIL STN

Amount

Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil.

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 n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface in soft/ loose soil.

Excavating in trenches not exc 1.5 metre wide and not exc 1.5 metre in depth for foundation or for shafts, walls, manholes, laying of cables, pipes etc not exc 10 Sqm on plan and getting out in soft/loose soil.

M&L PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete.

Removing excavated material to distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point etc 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 all as directed.

M&L for 100mm 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.

M&L for cement concrete (Quality Controlled Concrete) work in pavement / hardstanding of flexural strength 40 Kg per square centimetre in field using 400 Kg of cement per cubic metre, thickness of concrete 25 cm or less, including necessary form work for laying in alternate bays of size as directed by Engineer-in-charge complete, all as specified & directed. Note :- (i) Design mix shall be approved by the GE before execution of the work. In case, quantity of cement as per actual design mix works out less than 400 Kg per cum of concrete, then minimum cement as 400 Kg/Cum of concrete shall be used without any extra cost to Govt. In case cement as per actual design mix is more than the 400 Kg/cum of concrete, the actual quantity as per design mix shall be used in the work without any extra cost to Govt.

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 roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats, necessary welding etc. conforming to Gde E-250 (Fe 410-W) quality `A’ ISI marked (IS-2062) all as specified and as directed.

Supply and fixing 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, length of bolt not exc 10cm and dia of neck 11 to 15 mm complete all as specified.

S&F Pre-painted galvalume aluminium 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 or ‘L’ type or ‘J’ type or cranked hooks bolts complete all as specified & directed

M&L for brick work with old size sub-class ‘B’ bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:6 complete all as specified.

M & L for rendering 15mm thick in cement mortar 1:6 on faces of brick work or concrete surfaces of walls, finished even and smooth without using extra cement complete all as specified.

M&L forming 20mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A' in 150mm thick concrete slab of hard standing all as specified and directed.

M&L forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'A' all as specified and 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 and directed.

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

M&L for preparation of new steel, wood, concrete, brick, and iron surfaces of any description over 10 cm in width or girth and applying two coats of black bituminous paint complete all as specified and directed.

M/S D.N Choudhary

M/S RR ENGINEERING CO

M/S KAVITA CONSTRUCTION

Puja Traders

PRINCE CONSTRUCTION

Balaji Construction Co.

NAVIN KUMAR

m/s krishna engineers1

OM CONSTRUCTION CO.

M/s Rao Constructions, 1173 Urban Estate-II, Hisar

SHRI HARI BUILDERS

Om Traders

M/s Durga Traders

Balaji Enterprises