REPAIR TO FLASE CEILING, TILLING, WALL PANELLING, PLASTER AND CERTAIN MISC REPAIRS IN OTM ACCN UNDER AGE BR III OF GE (N) BATHINDA AT BATHINDA MIL STN

Amount

SCHEDULE 'A' B/R Works

Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for rendering/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 applying two coat of Ultratech seal and dry (Hi-flex) high ploymer enriched cementitious binary water proofing system @ 1.2 Litre per Sqm complete all as per manufacturer instructions, 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 as per approved tint/colour by using paint brush complete all as specified and as directed by Engineer-in-Charge.

Material and labour for plastering 15mm thick in cement mortar (1:6) on fare 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 or by sand papering or by any other mean and after preparing the surfaces applying two coats of white wash complete all as specified and as directed by Engineer-in-Charge.

Material and labour for rendering/plastering 10mm thick in cement mortar (1:3) on any face of ceiling, chajjas, finished fair and even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for preparing newly plastered or concrete surface of ceiling by sand papering or by any other mean and after preparing the surfaces applying three coats of white wash complete all as specified & directed by Engineer-in- charge

Demolition of cement concrete reinforced of any discription and in any position, including reinforcement cut as required to facilitate 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

Material and labour for mild steel TMT bars 6 mm to 8mm dia 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.)

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.

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 GI powder coated frame work 605mm x 605 mm for seamless ceiling comprising of GI perimeter channel 0.55mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15mm each and web of 45 mm suspended from soffit at approx 900mm centre to centre with GI cleat and steel expansion fasteners with and including ceiling section (not exc 1.2m length) of 0.55 mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457mm centre to centre and duly suspended with 4mm GI wire hangers (upto 1200mm 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 600mmx600mmx6-7mm thick board in false ceiling with aluminium profile sheet on top side and PVC profile sheet on bottom side fixed in grid as per manufacturer specification and dirercted by Engineer-in-charge.

Supply and fixing GI powder coated frame work 605mm x 605 mm for seamless ceiling comprising of GI perimeter channel 0.55mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15mm each and web of 45 mm suspended from soffit at approx 900mm centre to centre with GI cleat and steel expansion fasteners with and including ceiling section (not exc 1.2m length) of 0.55 mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457mm centre to centre and duly suspended with 4mm GI wire hangers (upto 1200mm 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 600x600x10-12mm thick ceiling mineral fibre board in grid fixed in false ceiling grid as per above specifications complete all as specified and as dirercted by Engineer-in-charge.

Supply and fixing hollow PVC lining consisting 5mm thick plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame, complete all as specified and as directed by Engineer-in-charge.

Material and labour for providing precast cement concrete (1:2:4), type B-0 using 12.5mm graded stone aggregate as in louvers and jallies, 25mm thick (measured solid) including all mouldings but excluding frame set in cement mortar 1:4 including taking down old jallies 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 brick work in half brick thick wall using burnt clay bricks (sub class 'B' old size burnt clay bricks) straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified and as directed by 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 Glazed ceramic coloured tiles of size 300mmx 200mm, 7mm to 8mm thick, as in vertical surface 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 (Av thickness) bedding layer (rendering) in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Glazed ceramic coloured tiles of size 350mmx 250mm / 450mmX 350mm// 450mmX 300mm, 7mm to 8mm thick, as in vertical surface 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 (Av thickness) bedding layer (rendering) in cement mortar (1:4) 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 0.06 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 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 8 mm thick square or rectangular area 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 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 0.18 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) 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 vitrified ceramic coloured tiles (light shade) 10 mm thick square or rectangular area of each tile not exceeding 0.36 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 vitrified ceramic coloured tiles (light shade) 10 mm thick square or rectangular area of each tile not exceeding 0.36 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 Endura tiles/stone (coloured/designer) heavy duty of size 300mmx300mm, 10-12mm thick, 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 15mm thick bedding layer (screed) in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge

Material and labour for 25mm thick cement concrete (1:2:4), type B-0 using 12.5 mm graded stone aggregate as in sub base of floor for leveling course, surface finished rough to recieved tile/Kota stone/PCC floor work complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Tile/Kota stone/PCC floor work shall be measured and paid separately under appropriate item of this schedule.

Dismantling of bricks, 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.

Material and labour 18-20mm thick machine cut, granite duly factory grinding and polished (table rubbed and polished) of approved colour for counter sunk wash basin, plateform/cooking plateform or as directed, including screed bed 15mm thick in cement mortar (1:4) (grey cement slurry) including pointing in white cement (1:2) using marble dust with admiture of pigment to match with shade of granite stone slab including cutting as required including cleaning and extra polishing if required complete all as specified and as directed by Engineer-in-Charge.

Material and labour 18-20mm thick any colour marble work (table rubbed and polished) of approved colour for counter sunk wash basin, plateform/cooking plateform or as directed, including screed bed 15mm thick in cement mortar (1:4) (grey cement slurry) including pointing in white cement (1:2) using marble dust with admiture of pigment to match with shade of granite stone slab including cutting as required including cleaning and extra polishing if required complete all as specified and as 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 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 PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete 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 100mm thick cement concrete ( 1:2:4), type B-1 using 20 mm graded stone aggregate as in floor, hardstanding/paving/path etc, and surface finished even & smooth without using extra cement including necessary form work 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)

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 (1:2:4), type B-1 using 20 mm graded stone aggregate as in coping/packing around chequered tiles/interlocking tiles & similar work etc complete all as specified and as directed by Engineer-in-charge.

Material and labour for precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate in kerb stone, quoin blocks, copings, kneelers, apex stones, boundary pillars, bed plates, bonders ( for stone walling), etc with plain fair faces, chamfers, weatherings, slightly rounded or chamfered angles and throating etc including form work and laying and setting in cement mortar (1:4) including dismantling of old damaged kerb stone and removing the debris from site all as directed.

K L JINDAL AND CO.

M/S BHAGWATI CONSTRUCTION COMPANY

R K GOYAL & COMPANY

RAKESH KUMAR GARG & CO.

N.G BUILDERS

M/s DHEERAJ JAIN CONSTRUCTION COMPANY

M/s PANKAJ KUMAR