CWE/PAT/T-72/2021-22 PROVN OF 180M LENGTH WALL 3.00M HIGH ALONGWITH Y SHAPED ANGLE IRON AND CONCERTINA COIL AT MILITARY HOSPITAL UNDER GE NORTH PATIALA

Amount

Dismantling old fencing wire/barbed wire of any description/size as in fencing from posts/struts/pillars complete all as specified and as directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for fencing "y" or inclined section complete all as specified and as directed.

Demolition of brick work built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed.

Excavating over areas in soft / loose soil, n exc 1.5 m deep and getting out complete all as specified and as directed.

Excavation in trenches in soft/ loose soil not exceeding 1.50 mtr wide and not exceeding 1.50 meter in depth and not exceeding 10 sqm on plan and getting out complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick each, complete all as specified and as directed.

Removing of surplus soil/ excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

Plain cement concrete 1:3:6 , type C-2 (using 40mm graded crushed stone agg) in foundation filling and mass concrete complete all as specified and as directed.

Reinforced cement cocnrete M-25 (design Mix) using 20mm graded crushed stone aggregates as in foundation, including raft footing, foundation beams, plinth beams, bases for columns etc and mass concrete complete all as specified and as directed

Reinforced cement cocnrete M-25 (design Mix) using 20mm graded crushed stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.

Reinforced cement cocnrete M-25 (design Mix) using 20 mm graded crushed stone aggregates as in RCC bands, lintels upto 1.5m span including use & waste of form work (straight or curved) complete all as specified and as directed.

Reinforced cement cocnrete M-25 (design Mix) using 20mm graded crushed stone aggregates as in columns, pillars, piers, posts and struts complete all as specified and as directed.

Use & waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with rough finished surfaces of concrete complete all as specified and as directed.

Use & waste of formwork to sides of pillars, posts, struts, piers, columns, and stanchions square, rectangular or polygonal rough finished surfaces of concrete complete all as specified and as directed.

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, over-hangs, etc. also splays between floors and beams, etc, flat, rough finished surfaces of concrete, complete all as specified and as directed.

TMT deformed steel bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed.

TMT deformed steel bars, 6mm dia and over upto and including 8mm dia as in stirrups, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed.

Brick work with sub class B bricks straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 complete all as specified and as directed.

Rendering 15mm thick on fair faces of brick work / concrete surfaces in cment mortar 1:4, on concrete surfaces, finished fair and even complete all as specified and as directed

Rendering 15mm thick other than fair faces of brick work / concrete surfaces in cment mortar 1:4, on concrete surfaces, finished fair and even complete all as specified and as directed

Applying two coats of cement based paint over one coat of cement based primer, including preparation of newly plaster surfaces complete all as specified and as directed.

Hand rails, half round or other steel 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 reveting etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed.

Framed work such as grills, gratings etc, with ends of bars shouldered and /or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railing; framework of water tanks and similar work conforming to Fe 410-0 or Fe-310-0 complete all as specified and as directed.

Preparation of new surface of steel and applying two coats of synthetic enamal paint over a coat of red oxide on surfaces of any description, over 10 cm in width or girth, not otherwise described untreated surfaces complete all as specified and as directed.

PCC 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in holdfast and like inlcluding weathering, slightly rounded for chamfered angles and throating complete all as specified and as directed.

PCC 1:2:4, type B-0 (12.5mm graded aggregate) for coping on top and the like including weathering, slightly rounded for chamfered angles and throating complete all as specified and as directed. Note : The rates shall be included for use & waste of form work (straight or curved).

Broken glass coping on top of walls @ 10 kg/sqm in cement mortar 1:3 complete all as specified and as directed.

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

Cement concrete 50mm thick, 1:3:6, type C2, (40mm graded stone aggregate) as in plinth protection / sub base complete all as specified and as directed.

Galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to mild steel fencing posts any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanized mild steel wire staples or steel wire pins, etc (each line wire to be measured) complete all as specified and as directed.

Stainless steel grade 304 and 3mm dia Hog ring for tying concerntina coil with barbed wire complete all as specified and as directed.

Dismantling old concenrtina coil in fencing from posts/struts/pillars complete all as specified and as directed.

Punched tape concertina coil of 600 mm dia, 56 loops, 2.5mm core wire, heavy galvanised (wire-275 GSM ), tensile strength of wire 1400-1500 N/Sqmm, weight 10 to 12 Kg/coil, stretchable length 12 m including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and as directed.

Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and as directed.

Chequered cement concrete tiles 30 cm x 30 cm x 20mm thick, with grey cement and pigment jointed and pointed in neat cement slurry as in floors over and including 15 mm thick screed bed in cement mortar 1:4 complete all as specified and as directed.

M/s AKG Engineers & Contractors

M/S RAJ KUMAR GUPTA

Buttar Construction Co.

m/s panchmukhi builders