PROVISION OF LOW SECURITY BOUNDARY WALL AROUND UNIT GD AT MADUKKARAI MILITARY CAMP AND PROVISION OF RWH AT ARMY AREA COIMBATORE AND MADUKKARAI AND CERTAIN REVENUE AND MINOR WORKS AT ARMY AREA COIMBATORE AND MADUKKARAI UNDER GE WELLINGTON

Amount

Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in hard/ dense soil including clearing away shrubs, roots and trees not exceeding 30cm grith (measured 1m above ground level) all as specified and directed.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed.

Plain Cement concrete type D2 1:4:8 using 40mm graded stone aggregate in foundations, filling and mass concrete etc all as specified and directed.

Returning, filling in, including spreading, watering and well ramming in layers not exceeding 25 cm thick using soil all as specified and directed.

Removing excavated material outside MD land all as specified and directed.

Steel reinforcement for concrete with Mild steel TMT bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.90mm dia or securing with clips all as specified and directed.

All as per item No 6 hereinbefore but 5 to 10mm dia bars as in stirrups all as specified and directed.

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

Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions with rough finished surface of concrete complete all as specified and directed.

Use and waste of Formwork to sides and soffits of lintels including supports, overhangs, etc.rough finished surfaces of concrete complete all as specified and directed.

Reinforced cement concrete Type B1 1:2:4 using 20mm graded stone aggregate as in footings and plinth beams complete all as specified and directed.

Reinforced cement concrete Type B1 1:2:4 using 20mm graded stone aggregate for columns / pillar complete all as specified and directed.

Reinforced cement concrete Type B0,1:2:4 using 12.5 mm graded stone aggregate as in lintels over 1.5m span,complete all as speicified and directed.

Pre-cast cement concrete block masonry with solid blocks of cement concrete type C1 1:3:6 using 20 mm graded stone aggregate, exceeding 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed.

Plain cement concrete type B1 1:2:4 using 20mm graded stone aggregate as in benching / coping / kerbs (other than roof kerbs) etc including necessary form work all as specified and directed.

Broken glass coping on top of wall in cement mortar 1:3 all as specified and directed.

Rendering 10 mm thick in cement mortar (1:4) on fair faces of brick work or concrete surface finished even and smooth without using extra cement all as specified and directed.

Rendering 15mm thick in cement mortar 1:4 on fair face of concrete surfaces finished even and smooth without using extra cement all as specified and directed.

Preparing new plastered surfaces of walls and applying two coats of cement based paint all as specified and as directed .

Mild steel Posts and struts in fencing including cutting top 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 Fe-290 Gde E-165)

Preparation of new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.

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

Mild steel framed work such as grills, gratings, etc with ends of bars shouldered and or riveted or forged in to spikes: framed guard bars: barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290, or Gde E-165 for portions framed and hung as gates, including pintle hinges stops, hand-made sliding bolts etc all as specified and directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified and directed.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion in concrete and making good disturbed ground all as specified and directed.

Excavating over area not exceeding 1.5 M deep and getting out as in hard / dense soil all as specified and directed.

Brick work with sub class B bricks straight or curved on plan exceeding 6M mean radius built in cement mortar 1:6 all as specified and directed.

Rendering 15mm thick on fair face of brick wall / concrete surfaces in cement mortar 1:3 finished even and smooth without using extra cement mixed with WPC as per manufacturer's instruction all as specified and directed. Note: WPC will be measured and paid separately as supply only

Supply only integral water proofing compound all as specified and directed.

75 mm thick Plain Concrete Cement 1:3:6 type C2, using 40mm graded stone aggregate as in subfloor / sub base / plinth protection etc. all as specified and directed.

Plain Cement concrete flooring 40mm thick type B-1, 1:2:4, using 20mm graded stone aggregate as in floors finished even and smooth without using extra cement all as specified and directed.

Use and waste Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished all as specified and directed.

Use and waste of form work to edges of concrete flats, treads, breaks in floor, window cills, concrete railing, openings in concrete walls, floor and roof not exceeding 20cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide all as specified and directed.

Mild steel TMT bars 8mm to 10mm dia 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 all as specified and directed.

Reinforced cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in slab supported on walls, beams and columns in floors, roof, landing, deck slab and in shelves and the like all as specified and directed Note: Reinforcement will be measured and paid separately

Rolled Mild Steel structural work as in post, purlins, rafters, truss etc. complete conforming to Fe 290 (Gde E-165) all as specified and directed.

Plates (plain or chequered), channels, square cut or notched (Ordinary and counter sunk) forming holes, without any attachments all as specified and directed.

Concrete Bed to 100mm bore drain pipes including forming cradles, in PCC 1:4:8 type D-2 using 40mm graded aggregate (for laying PVC (SWR) pipes) all as specified and directed.

110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors all as specified and directed.

Half cut 110mm bore PVC (SWR) pipes single socketed in any length laid on the edges of roof slab for collecting rainwater including necessary clamp complete all as specified and directed.

Surface dressing not exceeding 15cm deep in hard / dense soil all as specified and directed.

100mm thick hard core using broken stone, broken to gauge not exceeding 63mm deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface all as specified and directed.

75mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base and finished even and fair complete all as specified and directed.

50mm thick sand filling under floors including watering and consolidation all as specified and directed.

Rubber moulded Machine pressed precast concrete interlocking paver block with grey cement and pigment, of any shape and size conforming to IS 15658 -2006 of 80mm thick M-40 Grade all as specified and as directed.

Providing Pre-cast cement concrete in lintels, type B1 1:2:4 using 20mm graded aggregate set in cement mortar 1:4 all as specified and directed. Note: Steel reinforcement will be measured seperately.

Rendering 10mm thick on fair face of brick wall / concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement all as specified and directed.

Rendering 15mm thick on fair face of brick wall / concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement all as specified and directed.

Preparing newly plastered wall surfaces and applying two coats of colour wash over a coat of white wash complete all as specified and directed.

30mm thick second class HW plain, framed, panelled shutters (any No of panels) with panels of timber flat on both sides (feather edged) or of veneered particle board medium density, wood particle board with commercial face veneers supplied and fitted to chowkats all as specified and directed.

100mm long butt hinges medium weight cold rolled mild steel and fixed all as specified and directed.

Aluminium anodised, barrel tower bolts of extruded section 150 mm long all as specified and directed.

Extruded aluminium alloy handles 150 mm size, fabricated type, anodised complete all as specified and as directed

300 mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and directed.

Floor door stopper of aluminium alloy body and tongue, anodized, with hard drawn steel pin fixed to door, over all length 140mm all as specified and directed.

Pressed steel frames of size 105 x 60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc, complete all as specified and directed.

Providing plain cement concrete 1:3:6 Type C0 (using 12.50 mm graded stone aggregate) as in filling hollow of pressed steel frame all as specified and directed.

Preparation of new wood surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer all as specified and directed.

Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete without glazing bars, dovetailed or welded all as specified and directed.

Framed work such as grills, gratings and hold fasts etc with ends of bars shouldered and or riveted or forged into spikes, framed guard bars, chowkats and doors similar work conforming to Fe- 410-0 or Fe-310-0 complete all as specified and directed.

M/s Shana Constructions

UNIQUE INDIA CONSTRUCTIONS

T C KARUNANITHI