NIT-64

Amount

SCHEDULE 'A' PART-I : BOQ OF WORKS FOR B/R WORKS.

Dismantling of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and as directed.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition), including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified.

Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for, including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified.

Excavation in trenches, not exceeding 1.50 mtr wide and not exceeding 1.50mtr in depth; not exceeding 10 Sqm on plan and not exceeding 1.50 mtr in depth and getting out, in any type of soil, for foundation, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed by Engineer-In-Charge.

Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Rendering 15mm thick on bricks or concrete masonry surfaces, on walls, in cement mortar 1:4, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed.

Plain cement concrete M-15(1:2:4), type B-1, (using 20mm graded crushed stone aggregate), nominal mix, as in copings, kneelers, bed plates, and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work, complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm, complete all as specified and directed by Engineer-In-Charge.

Removing excavated materials/ soils, to a distance not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.

Reinforced cement concrete design mix, M-25, type B-1, (using 20mm graded crushed stone aggregate), as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; and mass concrete, complete all as specified.

Reinforced cement concrete design mix, M-25, type B-1, (using 20mm graded crushed stone aggregate), as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified.

Reinforced cement concrete design mix, M-25, type B-1, (using 20mm graded crushed stone aggregate), as in Columns, pillars, piers, posts and struts, complete all as specified.

Formwork to rough finish surfaces/ 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, complete all as specified and directed by Engineer-In-Charge.

Formwork for rough finish surfaces to 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 200mm thick, complete all as specified and as directed by Engineer-In-Charge.

Formwork for rough finish surfaces to sides of pillars, posts, struts, piers, columns and stanchions (square, rectangular in cross-sections), complete all as specified and as directed by Engineer-In-Charge.

Mild steel TMT bars 6mm to 8mm 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, complete all as specified and directed by Engineer-In-Charge.

Mild steel TMT 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 directed by Engineer-In-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engineer-In-Charge.

Mild steel work in 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 riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed.

Mild steel work in framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe-290,Gde-E-165, complete all as specified and as directed.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement paint (different colour) in camouflage pattern, over one coat lime wash, complete all as specified.

Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified.

Galvanised, 2-strand, steel barbed wire 2.24mm dia barbed with 2.0 mm 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), complete all as specified and as directed by Engineer-In-Charge.

Mild steel galvanised concertina coil fencing with punched tape concertina coil 610 mm dia, 10 metre openable length (total length 90 mtrs), having 50 Nos. rounds per 6.0 metre length, spring core wire (2.5 mm dia galvanised wire) of high tensile strength not less than 400-450 gm/ Sqmm with tape (0.52mm thick) and weight 1.35 Kg/metre and fixing the same with existing Y-shape dangle iron placed 2.0mtrs apart and with 6 horizontal R.B.T. (Reinforced Barbed Tape) wire, stud tied with G.I. staple sand, 125 to 127 Nos. of G.I. clips in one coil, to retain horizontal, including necessary nuts and bolts, complete all as specified and as directed by Engineer-In-Charge.

PVC (SWR) bends of 110mm bore, pressure capacity not less than 2.50 Kgf/Sqcm, any radius, fixing with adhesive, complete all as specified and as directed.

Plain cement concrete M-15(1:2:4), type B-0, (using 12.50mm graded crushed stone aggregate), nominal mix, as in copings, on top of wall, including necessary form work, complete all as specified and as directed.

Roughening surfaces of old concrete floor by chipping, picking, sweeping clean and washing down with water to remove dust, etc and applying neat cement slurry with 3.0 Kg of cement per Sqm, complete all as specified and as directed by Engineer-In-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified.

Non-skid, coloured, ceramic tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.11 Per Square Metre but not exceeding 0.18 Per Square Metre, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match and including laid over screed bed or bedding layer of mortar 15mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

Vitrified Ceramic tiles 10mm thick (square/ rectangular) polished, non-skid, dark shed, area of each tiles not exceeding 0.36 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, and including laid over screed bed or bedding layer of mortar 15mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

Vitrified Ceramic tiles 10mm thick (square/ rectangular) polished, non-skid, dark shed, area of each tiles not exceeding 0.36 Sqm, set and fixing in skirting/ dado or any other vertical surfaces and pointed in white or coloured cement to match and including 10mm thick rendering in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Glazed ceramic tiles in vertical surface/ dado, size 300x450mm/ 300x200mm, 6/7mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match, the shade/ colour of tiles including 10mm thick rendering in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

PVC connections 15mm size with brass nuts of length 450mm, complete all as specified and as directed by Engineer-In-Charge.

Bib taps, cast copper alloy, chromium plated, fancy type, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed for 15mm bore pipe, complete all as specified.

Stop valves, cast copper alloy, fancy type, chromium plated, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed for 15mm bore pipe, complete all as specified.

Centre hole basin mixture, chromium plated, with round sport without pop up waste system for 15mm bore pipe, fixing in repairs, complete all as specified and as directed.

PVC valveless, symphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, capacity 10.0 litres and making good to dismantled/ damaged surfaces, complete all as specified and as directed.

Vitreous China wash basin, white, flat back, size 550x400mm excluding taps, waste, chain and plug and porcelain stopper including brackets of any size, including cutting for and pinning in ends of brackets or erecting stand including fixing and supply of waste pipe of 32mm dia, waste coupling of PTMT (half or full threaded), complete all as specified and as directed by Engineer-In-Charge.

Brass grating, chromium plated, size 125mm, heavy duty, complete all as specified and as directed by Engineer-In-Charge.

Vitreous China squatting pan, ‘Orissa’ pattern, size 580x440mm white, with integral foot rests (excluding flushing cistern and flush pipe) but including connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete including making good to dismantled floor in cement concrete M-15 (1:2:4), type B-1 (using 20mm graded crushed stone aggregates), fixing in repair, complete all as specified and as directed by Engineer-In-Charge.

Brass chromium plated, tubular towel rail, 20mm dia, D type, 60cm long between flanges, fancy type, complete all as specified and as directed.

PVC waste pipe, 32mm bore with cup washers, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

Taking down shutters of any descriptions, area exceeding 1.00 Sqm but not exceeding 2.00 Sqm and re-fixing in the same openning, complete all as specified and directed by Engineer-In-Charge.

Preparation of old painted wood/ wooden surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed.

Preparation of old painted steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying one coat of synthetic enamel paint, complete all as specified and as directed.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement paint, over one coat lime wash, complete all as specified.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of distemper oil emulsion over one coat of chalk whiting, on plastered surfaces, preparatory to distempering, complete all as specified.

Cleaning of blocked/ choked SGSW/ Cast Iron drain pipes/ sewer lines of any dia and any types, in horizontal or vertical position by rodding, from manholes to manholes and manholes end to septic tanks/ soakage wells, flushing with pressure jet of water/ sewage suction machine after taking out existing manholes covers and putting back manhole covers in original position after cleaning of lines including removing the sludge and other waste materials/ blockage in drain pipes, transport to outside of Unit/ Cantonment area and spreading bleaching powder on top of manholes covers of septic/ soakage pits or in the surrounding areas to make hygienically fit, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of transportation of waste materials shall be deemed included in quoted rates.

Removing of manholes covers (any type) and dewatering/ pumping/ bailing out of contaminated water including cleaning of sludge and night soil from septic tanks/ soakage wells of any capacity and depth alongwith inlet/ outlet chambers etc by vehicle mounted sewage suction machine including pumping out the contaminated water in open drain/ low lying area to a distance exceeding 50mtr and removing the sludge, silt etc. (solid waste materials) to outside of Unit/ Cantonment area and putting back manhole covers in original position including spreading bleaching powder on top of septic tanks/ soakage wells to make it hygienically fit, complete all as specified and as directed by Engineer-In-Charge. Note: (i) Actual quantity of sludge/ waste material only shall be measured after dewatering the septic tanks only, the sludge shall be carried away in the sewage carrying tankers, of minimum capacity 7000 Ltrs each. (ii) Cost of dewatering/ pumping out of contaminated water from septic tanks and soakage shall deemed be included in quoted rates.

Surface excavation not exceeding (not exceeding) 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and as directed.

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

Plain cement concrete M-10(1:3:6), type D-2 (using 40mm graded crushed stone aggregate), 75mm thick, as in sub base of floors, finish even to recive floor finishes, complete all as specified and as directed.

Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade, laid over 25mm thick well rammed sand cushion, with grey cement and no pigment, complete all as specified and as directed by Engineer-In-Charge. Note: Test certificate of machine pressed precast conctete interlocking paver from Zonal Lab shall be provided before payment.

Plain cement concrete M-10(1:3:6), type C-1 (using 20mm graded crushed stone aggregate), 50mm thick, as in plinth protection, complete all as specified and as directed by Engineer-In-Charge.

Rolled mild steel in framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening, Fe 410-W (Gde-E-250) quality-A, complete all as specified.

Mild steel, plain, black sheet, 1.25mm thick, insteel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required, as specified.

Chequered cement concrete coloured tiles, glossy finish, size 300mmx300mmx20/25mm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles, laid over 20mm thick screed bed or bedding layer in cement mortar 1:6, including Plain cement concrete M-10(1:3:6), type C-1 (using 20mm graded crushed stone aggregate), 75mm thick as sub base, complete all as specified and as directed by Engineer-In-Charge. Make: Redsun/ Duracrete/ Mohindra Industries Pathankot.

Plain cement concrete M-15(1:2:4), type B-0 (using 12.50mm graded crushed stone aggregate), 40mm thick, as in floors, finish even to recive floor finishes, complete all as specified.

Non-skid, coloured, ceramic tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.09 Per Square Metre but not exceeding 0.11 Per Square Metre, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match and including laid over screed bed or bedding layer of mortar 15mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

Amount of Schedule of credit of for Rs 65,730.00 shall be deducted from quoted amount.

Gupta Construction Company

M/S Rajesh Kumar Contractor

VIJAY BUILDERS