8936/NIT 25/21-22 REPAIR TO PATH, HARD STANDING CULVERT AND MISC ITEM UNDER AGE BR III OF GE (N) BATHINDA AT BATHINDA MIL STN

Amount

SCHEDULE 'A' B/R Works

Dismantling of bricks, stone slabs, PCC tiles, interlocking tiles laid flat of any description or thickness in floors, aprons etc. laid dry or laid dry and pointed in any mortar including removing rubbish material from the site including taking out existing fine sand cleaning the surface complete all as specified and as directed by Engineer-in-charge.

Supply & fixing 20 cm x 20 cm x 25 mm thick chequered cement concrete tiles as in floor/path, set, jointed and pointed in neat cement slurry with grey cement and no pigment, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing 60 mm thick (M35 grade) precast interlocking tile/paving block factory casted (made by using PVC paver mould / Rubber paver moulds on Vibrating Table Machine) using grey cement and no pigment, shape haxagon / trigular / zigzag / I-shaped etc, as directed, prepolished & preglazed, specification as per relevant IS, having compressive strength not less than 350 Kg/ Sqcm, laid over sand upto required thick layer and filling the interstices etc complete all as specified and as directed by the Engineer-in-Charge. Note : - (i) Sand for filling shall be measured & paid separately as Supply only but labour for spreding leveling shall be included in the unit rate of this item)

Material and labour for cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base under hardstanding /interlocking tiles etc. complete all as specified and as directed by Engineer-in-charge.

Material and labour for hard core of broken bricks of 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 & directed by Engineer-in- charge.

Supply only fine sand without silt (Fazilka/Zera or any other approved sources) for filling under interlocking tiles and the interstices etc complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC (1:3:6), type C-1 using 20 mm graded stone aggregate as in coping/packing around chequered tiles/interlocking tiles/PCC jalli/kerb stone & similar work etc complete all as specified and as directed by Engineer-in-charge.

Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Material and labour for 75 mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection/path etc. finished even and smooth without using extra cement including demolition of cement concrete (unreinforced, existing plinth floor, hard standing etc ) of any description and in any position including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Material and labour for glass dividing strips, 3mm thick and 38mm width and inserted in position to confirm to design complete all as specified and directed by Engineer-in-Charge.

Material and labour for 100mm thick cement concrete (1:2:4), type B-2 using 40 mm graded stone aggregate as in foot path, floor, ramp, hard standing, paving/path etc, in panels size as directed with provision of dividing strips and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : Dividing strips shall be measured and paid separately under appropriate item of BOQ.

Material and labour for providing precast cement concrete (1:2:4), type B-0 using 12.5 mm graded stone aggregate as in louvers and jallies, 25mm thick (measured solid) including all mouldings but excluding frame set in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

Demolition of floor hearth or wall tilling including cement mortar bedding but not backing including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Material and labour for Non Skid ceramic coloured tiles 7 to 8mm thick square or rectangular area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, as in floor set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic coloured tiles 7 to 8mm thick square or rectangular area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, as in floor set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic coloured tiles 7 to 8mm thick square or rectangular area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, as in skirting, dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 10 mm thick bedding layer (screed) in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic coloured tiles 7 to 8 mm thick square or rectangular area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in floor set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic coloured tiles 7 to 8mm thick square or rectangulararea of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in skirting, dado etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 10 mm thick bedding layer (screed) in cement mortar (1:4) including making good excess taking down plaster area (above skirting tile ) complete all as specified and directed by Engineer-in-Charge.

Material and labour for machine cut 18 to 22 mm thick, Kota stone slab (size of slab not less than 550x550mm) as in flooring, laid over and including 15 mm thick bedding layer in cement mortar (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish) and polishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by Engineer-in-Charge.

Material and labour for machine cut 18 to 22mm thick, Kota stone slab as in riser of steps, skirting, dado and on pillar, laid over and including 10 mm thick bedding layer in cement mortar (1:4) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish ) and polishing by machine, including machine cutting to make it square or rectangular complete all as specified and as directed by Engineer-in-Charge.

Demolition of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, in any description including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.

Material and labour for plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint (one coat as a priming coat) as per approved tint/colour by using paint brush complete all as specified and as directed by Engineer-in-Charge.

Material and labour for painting two coats of synthetic enamel paint over one coat of primer on concrete surface including preparation of new surfaces complete all as specified & directed by Engineer-in- charge.

Dismantling wall and ceiling boards (fibre, pulp, insulation, etc) or insulation boards/slabs/blankets any thickness including cover fillets fixed in any position with nails fixed with screws complete all as specified and as directed by Engineer-in-charge.

Supply and fixing anodised aluminium snap grid frame work of size of grid 605 x605mm for false ceiling including necessary notching and prepared holes, the snap grid shall consist of anodised aluminium main tee of size 36.5mm x 25mm x 1.4mm weighing 0.24 Kg/RM, cross and Intermediate tee of size 23.5mm x 26.4mm x 1.4mm weighing 0.191 Kg/RM. The main and cross tee shall be jointed at junction with steel screws or MS bolts, nuts and washers, the snap grid (main / cross tee sections) shall be supported at ends all along the wall with anodised aluminium angle of size 35mm x25mmx 2mm weighing 0.36 Kg/RM fixed to wall with suitable arrangement and duly suspended with 4mm GI wire hangers (upto 1200 mm length) adjusting level fixed to roof slab by means of ceiling cleats made of GI flat 40x3mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long including providing 12mm thick gypsum board in grid fixed in false ceiling grid made of aluminium as per above specifications complete all as specified and as directed by Engineer-in-charge.

Demolition of cement concrete reinforced of any discription and in any position, like roofs, floors (other than ground floors), beams, staircases, landing, chajjas, fins, facia and similar suspended works, including reinforcement cut as required to facilitate demolition and prepare the surface to casting chajja, slabs, fins, facia etc and including removing rubbish material from site and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-charge.

Form work to soffits of suspended slabs such as flat roof slabs, floor slabs, shelf slab, landings and similar work not exceeding 200mm thick (horizontal or sloping) rough finished complete all as specified and as directed by Engineer-in- charge.

Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia stirrups spacers and binder, cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

G N CONSTRUCTIONS

yogesh kumar contractor

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