RENOVATION, SPECIAL REPAIRS AND RAISING THE HEIGHT OF BOUNDARY WALL AND RECONSTRUCTION OF RCC DRAIN AT KENDRIYA VIDYALAYA No. 2 AT BELGAUM CANTT AND PROVISION OF HARD STANDING AT MES BLDG No. 28 KAR BN NCC, HUBLI UNDER GE BELGAUM

Amount

Demolition of plain cement concrete of any description and in any position, not otherwise specifically provided for all as specified and directed.

Demolition of brick work or stone masonry built in cement mortar or lime cement mortar including all quoins, arches, pillars, etc. but excluding precast concrete articles, in any position below or above ground level all as specified and directed.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/ dense soil all as specified and as directed. Note: The reate quoted for this item shall be deemed to include clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance.

Excavation in post holes n.exc 0.5 cum in hard/ dense soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm watering and removing surplus soil to a distance n.exc 50 m and making good surface all as specified

Excavation in trenches n. exc. 1.5 m wide and n. exc. 1.5 m depth for foundation, etc. and getting out in hard/ dense soil all as specified and directed.

Returning filling in with approved excavated soil including spreading levelling, watering and well ramming in layers n. exc. 25 cm thick all as specified and directed.

Removing excavated soil n.exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point in soil all as specified and directed.

Forming embankments including raising (or lowering) with approved earth obtained from excavation at site, spreading in layers n exc. 30 cm thick; watering, ramming/ rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base all as specified nad as directed.

Supplying of moorum/ red bajri including forming embankments, spreading in layers n exc. 30 cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base all as specified nad as directed.

M&L for hard core with broken stone or boulders of gauge n.exc 63mm, deposited, spread ,levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces all as specified and directed.

M&L for plain cement concrete type D2 1:4:8 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed.

M&L for pre-cast cement concrete solid block masonry, exc 10 cm width, blocks cast in PCC 1:3:6, type C0, using 12.5 mm graded stone aggregate and setting in CM 1:6 all as specified and directed.

M&L for plain cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in coping, bed blocks including use of necessary form work all as specified and directed

M&L for Reinforced cement concrete 1:2:4 (nominal mix), Type B1 using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc. all as specified and directed.

M&L for Reinforced cement concrete 1:2:4 (nominal mix), Type B1 using 20mm graded stone aggregate as in walls, retaining walls and the like, any thickness, above top of footings, including attached pilasters and buttresses all as specified and directed.

M&L for Reinforced cement concrete 1:2:4 (nominal mix), Type B1 using 20mm graded stone aggregate as in columns, pillars, posts, struts, etc. all as specified and directed.

M&L for Reinforced cement concrete 1:2:4 (nominal mix), Type B1 using 20mm graded stone aggregate as in lintels, beams, etc. all as specified and directed.

M&L for Reinforced cement concrete 1:2:4 (nominal mix), Type B1 using 20mm graded stone aggregate as in slabs supported on walls all as specified and directed.

M&L for providing precast cement concrete 1:2:4, type B1, using 20 mm graded stone aggregate as in cover slabs, spacer bands, curbs, etc. with plain fair faces, set in cement mortar 1:4 all as specified and directed.

M&L for 20mm thick pre-formed filler, cut to required size and provided into expansion joints all as specified and as directed.

M&L for use of form work to sides of concrete foundations, column footings, plinth beams and similar works for rough finished flat concrete surfaces, vertical or to batter, all as specified and directed.

M&L for use of form work to faces of walls, retaining walls and similar works including attached pillasters, buttresses, etc., vertical or to batter, for fair finished concrete surfaces all as specified and directed.

M&L for use of form work to sides of pillars, posts, struts, columns, etc. for fair finished concrete surfaces, square, rectangular or polygonal all as specified and directed.

M&L for use of form work to sides and soffits of beams, lintels, lintel bands and similar works for rough finished flat concrete surfaces all as specified and directed.

M&L for use of form work to soffits of suspended slabs such as drain cover slabs and similar work not exc. 200m thick (Horizontal or sloping), flat rough finished surfaces of concrete all as specified and directed.

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

All as described in item No. 26 but 6mm to 8mm dia

All as described in item No. 26 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders.

S&F rolled mild steel posts and struts in fencing and similar work conforming to Fe-290 Gde E-165 including cutting to size and shape as directed, drilling holes, notching for wire, welding, etc. flat iron fillets for securing wire mesh etc. all as specified and as directed.

Taking down existing serviceable rolled mild steel posts and struts in fencing and similar work including making necessary alterations by cutting to size and shape as directed and necessary welding all as specified and as directed.

S&F mild steel works in tubular posts, rafters, purlins, etc. including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to IS.1161-1979 grade St.-240 all as specified and as directed.

M&L for mild steel flats as in wind ties for roof including securing bolts and necessary drilling, conforming to Fe-290 Gde E-165 all as specified and as directed.

S&F Mild Steel bolts purpose made exc. 12mm but not exc. 20mm dia neck and not. exc 30cm long with hexagonal or square head on one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square all as specified and as directed

S&F 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. all as specified and directed.

Fixing only in repairs galvanised, 2 strand, steel barbed wire of any description 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. all as specified and directed.

S&F in repairs 600mm dia concertina coil fencing conforming to IS 4454 Part-I, made out of 2.6mm (+ or - 2%) dia of steel core wire galvanised and with anti rust coating (Black colour), with coils not less than 51 turns for an effective stretched length of 6m with 2 handles, duly placed on existing supports over security/ compound walls and tied with 2mm dia binding wire and the spikes at the ends of coils embedded into PCC coping all as specified and as directed. Note: PCC coping shall be measured and paid separately.

M&L for pre-painted galvalume coated high tensile corrugated/ trapezoidal profile steel sheets, AZ-70 coating mass, 550 Mpa yield strength, 0.5mm thick (TCT), as in roofing/ cladding fixed with self drilling fasteners as per manufacturers instructions all as specified and as directed. Note: Measurement shall be taken flat as fixed without any allowance for laps, etc.

M&L for 75mm thick plain cement concrete 1:4:8 type D2 using 40mm graded aggregate as in sub base/ levelling course for flooring all as specified and directed.

M&L for 50mm thick plain cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in drain bed and finishing the concrete surface even and smooth witt using extra cement all as specified and directed.

M&L for 100mm thick plain cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in paving/ hard standing/ floor and finishing the concrete surface even and smooth without using extra cement and making impressions of expanded metal while the concrte is green all as specified and directed.

M&L for forming construction joint 30mm deep x 10mm wide filled with sealing compound grade "A" all as specified and as directed.

M&L for rendering 10mm thick in cement mortar 1:6 on fair faces of brick work or PCC block masonry or concrete surfaces finished even and smooth without using extra cement complete all as directed.

M&L for rendering 10mm thick in cement mortar 1:4 on fair faces of brick work or PCC block masonry or concrete surfaces finished even and smooth without using extra cement complete all as directed.

M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or PCC block masonry or concrete surfaces finished even and smooth without using extra cement complete all as directed.

M&L for three coats of white wash on newly plastered walls, pilasters, cornices, etc., including necessary preparation of surfaces all as specified and as directed.

M&L for two coats of cement based paint, any colour, on newly plastered surfaces of walls, pilasters, cornices, etc., including necessary preparation of surfaces all as specified and directed.

M&L for two coats of synthetic enamel paint over a coat of red oxide primer on new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paint including necessary preparation of surfaces all as specified and as directed.

M&L for preparation of new steel surfaces of any description n exc 10 cm width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.

S&F 110mm bore UPVC (SWR) pipes single socketed in any length with solvent cement joints laid in floors/ trenches all as specified and directed.

M&L for 600mm bore Reinforced cement concrete pipes, class NP3, laid and jointed complete with collars all as specified and directed.

M&L for bed concrete to 600mm bore drain pipes in Plain Cement Concrete 1:4:8 type D2 using 40 mm graded stone aggregate including packing under and completely surrounding pipe after they are laid and tested all as specified and directed.

ASHIRWAD ELECTRICALS

M/s B C CHOUGULE

M/s. KIRAN M CHOUGULE

DHANSHRI ENTERPRISES

Vinod Enterprises