REPAIR TO FLOORING, WALL PANNELLING, PLASTER, PLINTH, CHHAJJAS, SHAFT ETC IN OTM ACCN, SOUTH SIDE OF VIKRAM BATRA MARG UNDER AGE B/R-III OF GE (N) BATHINDA AT BATHINDA MIL STN

Amount

Taking down cement plaster of any description on brick or concrete surfaces, etc. including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer-in- charge.

Material and Labour for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces of walls and finishing the surface even & fair faces without using extra cement complete all as specified and as directed by 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 15mm thick rendering in CM (1:6) on other than fair faces of brick work or concrete surfaces of wall and finishing even & smooth but without using extra cement complete all as specified and as directed by Engineer-in-charge.

Material and labour three coats of white wash on newly plastered surfaces of wall including preparation of surfaces complete all as specified and as directed by Engineer-in-charge.

Material and Labour for rendering 10 mm thick in cement mortar (1:3) on brick work or concrete surfaces as in ceiling finishing the surface even & smooth without using extra cement complete all as specified and as directed by Engineer-in- charge.

Material and Labour for preparation of newly plastered or unplastered surfaces of ceiling and apply three coats of white wash on walls, complete all as specified and as directed by Engineer-in- charge.

Demolition of RCC as in roof slabs (other than ground floors), beams, stair case, landing, chajjas, and similar suspended work (reinforcement cut as required to facilitate demolition) complete all as specified and as directed by Engineer-in- charge. Schedule of credit of scrap iron shall be ascertained by BOO as ordered by GE and the copy of BOO duly countersigned by GE shall be enclosed with final Bill.

Material and Labour for TMT steel 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 or securing with clips complete all as specified and as directed by Engineer-in- charge.

Material and labour for formwork to soffits of suspended slabs such as roof slab, floor slabs, landings, parapet, chajjas and similar work not exc 200 mm thick (horizontal or sloping) of flat rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-charge.

Material and Labour for RCC M-20, 1:1½: 3 (using 20mm graded stone aggregates) as in slabs supported on walls, lintel beams and columns in floors, roofs, landings, balconies, deck slabs and in shelves, parapet, chajjas and the like. (Reinforcement will be measured and paid for separately) complete all as specified and as directed by Engineer-in- charge

Dismantling wall and ceiling board (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 Gl powder coated frame work 605 mm X 605 mm for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20mm 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 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre 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 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 directed by Engineer-In-Charge.

Supply and fixing Gl powder coated frame work 605 mm X 605 mm for seamless ceiling comprising of Gl perimeter channnel 0.55 mm 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 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre 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 600x600x10-12mm thick ceiling mineral fibre board in grid fixed in false ceiling grid as per above specifications complete all as specified and as directed by Engineer-in-Charge.

Supply & Fixing hollow PVC Lining consisting 5mm thick plain colour PVC sheet inclusive of solvent cement and fixing at site as per manufacturer specification complete all as specified and as directed by Engineer-in-Charge.

Material and Labour for precast cement concrete louvers and jallies set in CM 1:4 type B-0 1:3:6 (12.5 mm graded stone aggregate) 25mm thick (measured solid) including all mouldings 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 complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size Fly Ash 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 Brickwork with sub class 'B' old size Fly Ash bricks, straight or curved on plan to any radius in half brick thick walls 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 350mmx 250mm / 450mmX 300mm, 7mm to 8mm thick, as in vertical surface set and jointed in neat cement slurry @ 3.00 Kg/ Per Sqm 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 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 8 mm thick square or rectangular area of each tile exceeding 0.06 sqm but not exceeding 0.11sqm, as in floor, set and jointed in neat cement slurry @ 3.00 Kg/ Per Sqm 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 @ 3.00 Kg/ Per Sqm 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, dados, set and jointed in neat cement slurry @ 3.00 Kg/ Per Sqm and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, laid over and including 10 mm thick rendering in cement mortar (1:4) for backing of tiles complete all as specified and as 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 0.18 sqm but not exceeding 0.36 sqm, as in floor, set and jointed in neat cement slurry @ 3.00 Kg/ Per Sqm 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 0.18 sqm but not exceeding 0.36sqm, as in skirting, dados, set and jointed in neat cement slurry @ 3.00 Kg/ Per Sqm and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, laid over and including 10 mm thick rendering in cement mortar (1:4) for backing of tiles complete all as specified and as directed by Engineer-in-Charge.

Material and labour for vitrified ceramic coloured tiles (dark 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 @ 3.00 Kg/ Per Sqm 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) 10mm 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 @ 3.00 Kg/ Per Sqm 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 rendering 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 25 mm thick PCC 1:2:4, type B-0 (20 mm graded aggregate) in levelling course, sub base, floor and like complete all as specified and directed.

Dismantling of kota stone, stone slabs,chequered tiles, interlocking tiles , stone any type, 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 complete all as specified and as directed by Engineer-in-charge.

Material and Labour for chequered cement concrete tiles with grey cement and pigments, 25cm x 25cm x 20mm to 22mm thick, machine pressed, coloured & design as approved, set, jointed and pointed in neat cement slurry as in floors etc; laid over & including 15mm thick screed in CM (1:4), with and including mixing of liquid water proofing compound as per manufacturer specifications complete all as specified and as directed by Engineer-in- charge. Note:- The cost of liquid water proofing compound is included in the quoted rate. Nothing extra shall be paid on this account.

Material and labour for granite (of any type) work 20 mm thick (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite laid over and including 15 mm thick screed in cement mortar (1:4) and finish the surface rough to receive the tile complete all as specified and as directed by Engineer-in-Charge. Note:- Sample of granite for Shade and type shall be approved by GE before procurement.

Material and labour 18-20 mm thick any colour of marble work (table rubbered and polished) in floor, cooking plateform and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigments laid over and including 15mm thick screed bedding/plaster in CM 1:4, colour and design as approved complete all as specified and directed by Engr In Charge.

Material and Labour for 18-22 mm thick Kota stone slab as approved by GE flooring, mirror polished laid over 15 mm thick screed bed in CM 1:4 laid and jointed with grey cement slurry @ 3 Kg/ Sqm mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specified and as directed by Engineer-in- charge.

Material and Labour for machine cut kota stone slab as approved by GE as in vertical surfaces, 18-22 mm thick laid over and including 10 mm thick rendering in CM 1:4 laid and jointed with grey cement slurry @ 3 Kg/ Sqm mixed with pigment to match the shade of the slab including rubbing and mirror polishing 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 cement concrete (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 and like etc. finished even and smooth without using extra cement 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 foot path, floor, ramp, hard standing, paving/path etc, in alternate panels, size as directed and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade colour and pattern as approved by GE with grey cement and no pigment complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for Sand filling under interlocking tiles including consolidation complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for Cement concrete 1:3:6, type C-1 using 20 mm graded stone aggregate as in coping , packing around interlocking paver block complete all as specified and as directed by Engineer-in-charge.

Material and labour for Providing precast cement concrete 1:2:4 Type B-1 using 20mm graded aggregates in Kerb stone,quoin blocks , apex stones set in cement mortar 1:4 , weathering slightly rounded or chamfered angles and throating inlcuding necessary form work including taking down and removing old kerb stone, excavation and earthwork complete all as specified and as directed by Engineer-in-charge.

Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule 'A'/BOQ.

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