SPL REPAIR OF SECURITY BOUNDRY WALL OF 108 ENGR REGEMENT UNDER GE(S) AKHNOOR

Amount

Demolition of brickwork built in cement mortar, complete all as specified and as directed.

Demolition of reinforced cement concrete of any description as in fall position & removing Demolition materials, complete all as specified and as directed.

Demolition of cement concrete unreinforced of any description and in any position not otherwise provided, complete all as specified and as directed.

Excavation in trenches n exe 1.5m wide and n exe 1.5m in depth for foundation etc n exc 10 Sqm on plan and getting out in any type of soil, complete all as specified and as directed.

M & L Cement concrete type D2 (1:4:8) using 40mm graded stone aggregate as in foundation etc., complete all as specified and as directed.

M&L for brick work with sub class 'B' brick straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4, complete all as specified and as directed.

M&L for rendering 15mm thick plaster in CM 1:4 with finished even and smooth without using extra cement, complete all as specified and as directed.

M&L for cement concrete type B-1 1:2:4 (using 20mm graded stone aggregate) as in coping, benching etc., complete all as specified and as directed.

Returning filling in, including spreading, leveling, watering and well ramming in layers not exe 25cm, complete all as specified and as directed.

Removing excavated material (soil) exc 250m and n exc 500m and depositing where directed at a level n exc 1.5m above the starting point, complete all as specified and as directed.

M&L for RCC M-25 Design mix for Foundations, including rafts, footings, foundation beams; plinth beams and wall bands; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed.

M&L for RCC M-25 Design mix for Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed.

M&L for RCC M-25 Design mix for Columns, pillars, piers, posts and struts, complete all as specified and as directed.

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 for rough finished concrete Surfaces, complete all as specified and as directed.

Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide for rough finished concrete Surfaces, complete all as specified and as directed.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished, complete all as specified and as directed.

M&L for TMT mild steel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers and binders etc., complete all as specified and as directed.

M&L for TMT mild 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 or securing with clips etc., complete all as specified and as directed.

Dismantling of mild steel work of any description not other wise provided for i.e. for grills/fencing/gratings etc., complete all as specified and as directed.

M&L for Mild steel framed work as in Y shaped horn over security wall for fixing barbed wire and concertina a coils welded to frame and similar work conforming to Fe-410-0 of Fe-310-0, complete all as specified and as directed.

S&F for framed work such as grills, gratings, etc with ends of bars and similar conforming to Fe-290 Gde E-165, complete all as specified and as directed.

M&L for applying two coats of cement base paint over a coat of cement primer including preparing of newly plastered surfaces of wall, complete all as specified and directed.

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

Galvanized 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and weighing 97 to 106 Kgs per Kilo metre. The barbs shall have a length of not less than 13mm and not more than 18mm. The points shall be sharp and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanized mild steel wire, staples or steel pins etc. (each line of wire to be measured), complete all as specified and as directed.

Concertina coil: 600 mm Dia/56 Loops/2.5 mm core wire. Coil Diameter: 600 mm. Type of Strip: Heavy Galvanized (IS 1730). Type of Core wire: Heavy Galvanized (IS 280-2006). Core wire Diameter: 2.50 mm Dia. Zinc Coating to Strip: Minimum 200 GSM/Sqmm. Zine Coating on wire: Minimum 275 GSM/Sqmm (IS 6745-1972 reaffirmed 2006). Tensile Strength of wire: 1400-1500 N/Sq.mm. Weight: 6-8 kg (+ 5%). Number of Loops: 56. Blade Length: 22 mm. Barb Profile: Medium Blade (MBBT). Distance Between Barb: 35 mm. Stretchable length: 6-8 mtrs, Type of clip: Hardened Steelin Galvanized steel, complete all as speciified and directed by Engr-in- Charge.

S&F PVC110mm bore (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, floor as in repair, complete all as specified and as directed.

Gupta Construction Company

M/S Rajesh Kumar Contractor

M/S KARAN SINGH CONTRACTOR