PROVN OF WATER RECHARGE PIT NEAR INTEGRATED SPORTS COMPLEX, PROVN OF 02 X 5000 LTR STATIC WATER TANK, PROVN OF UPVC WINDOW IN LIEU OF WOODEN WINDOW, PROVN OF FLOOR AND WALL TILING WORK IN LIEU OF PCC FLOORING IN CERTAIN MD ACCN BATRA ENCLAVE AT PMS

Amount

Taking down chowkhat or frame with shutters n.exe 1.50 Sqm (without taking of shutter from frame ) each complete all as specified and directed.

Taking down chowkhat or frame with shutters exe 1.50 Sqm and not 4 sqm (without taking of shutter from frame) each complete all as specified and directed.

Taking down cement plaster of any description from brick wall surfaces etc including racking out joints and hacking for key, scrubbing down with water etc complete all as directed.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for work complete all as spd and directed.

Surface excavation not exceeding 30 Cm deep and averaging 15cm deep and getting out in Soft/ Loose soil complete all as spd and directed.

Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil. Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding.

All as per BOQ Item No 5.00 here-in-before but getting out in soft/disintegrated rock complete all as specified & directed by Engg-in-charge . Rock obtained from excavation shall be the property of Govt/MES

Excavation over area n.exc 1.50m deep and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge.

All as per BOQ Item No 8.00 here-in-before but of depth exc 1.5m and not exceeding 3.00 mtrs complete all as specified.

All as per BOQ Item No 8.00 here-in-before but of depth exc 3.00m and not exceeding 4.50 mtrs complete all as specified.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out soft/loose soil, and removing surplus soil to a distance n exc 50m and making good surface complete all as spd and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified & directed by Engg-in-charge .

Removing excavated spoil to a distance not exc.50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed.

Moorum /red bajri/gravel filling in floors or pavings, laid in layers n.exc 15cm thick , spread , levelled and rammed including watering complete all as spd and directed.

M&L for sand filling under floors or in foundations including watering and consolidation completed all as spd and directed.

M&L for hand packed gravel (stone chips 12.50mm ) for filling in bore holes and inside of recharge pit

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

M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge.

M & L for Plain Cement Concrete Type C2 1:3:6 (using 20 mm graded stone aggregate) as foundation and mass filling as in post holes complete all as spd and directed.

M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregates) as in bed concrete for foundation filling & mass concrete complete all as specified.

M&L for cement concrete type B-1 1:2:4 (using 20mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges complete all as specified and directed (Note: Reinf will be measured and paid separately)

M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc. and mass concrete etc complete all as directed.

M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed

M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed

M & L for RCC (Design Mix) M-25 as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed by Engineer in Charge..

M&L for Precast RCC B1 cover slabs, set in CM 1:4 complete all as spd and directed.

M&L for cement concrete type B-2, 1:2:4 (using 40 mm graded stone aggregate) in surface channels and drains for benching complete all as specified and directed

M&L for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc.

M&L for forming fair finish drain channel inner girth exc 30 cm but not exc 50 cm in girth in cement concrete using extra cement complete all as specified and directed.

M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to 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.

M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for fair finished surfaces of concrete complete all as specified and directed.

M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work for rough finished surface, not exceeding 200m thick (Horizontal or sloping) complete all as specified and directed.

M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work attached pillasters, buttresses, etc.; vertical or to batter for flat rough finished surfaces of concrete complete all as specified and directed by Engineer in Charge.

M & L for 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M & L for 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 & directed by Engg-in-charge .

M&L Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups , spacers and binders, cut to length, bent to shape required, including cranking, bending pirally 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.

S & F Roof trusses (framed) of angle iron members trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.

M&L for framed work such as grills etc with ends of bars shouldered or riveted or forged into spike, framed guard bars and similar work conforming to Fe 290 Gde-E-165 complete all as specified and directed.

S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment using Fe 410 -W (Gde E- 250) quality A complete all as spd and directed.

S & F for rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters anf running rails and guides for door doors, fixed with angle cleats or other connecting plates FE-410-W (Gde E-250) quality -A , complete all as spd and directed.

8. S & F mild steel screws bolts 5 to 10 mm dia (machine made) with hexagonal or square heads at one end and screw the other or screwed both end to be fitted with wahsers and on hexagonal or square n.exc 5 cm long complete all as spd and directed.

Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified.

M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated of any profile steel sheet corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified up to anyheight including all necessary scaffolding and safety measures complete all as specified and directed

M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated plain steel sheet as per IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in ridge/ valley/ gutter fixed with self tapping screws as specified any height Mtr height including all necessary scaffolding and safety measures complete all as specified and directed

M&L for old size brickwork with fly ash bricks straight or curved on plan to any radius built in CM 1:6 complete all as specified and directed

M&L for old size brick work with fly ash bricks, straight or curved on plan to any radius in half brick thick walls, built in CM 1:4 complete all as spd and directed

Supply and fixing factory made UPVC white colour Three track three panels sliding window with fly proof S.S. wire mesh ( Two nos . glazed & one no. wire mesh panels) upto 1.50m height made of (big series) frame 122 x 54 mm & sash 47 x 64 mm both havinh wall thickness of 2.3 +- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. ( Area of window above 1.75 sqm) comprising of UPVC multichambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 +- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), appropriate dimension of UPVC extruded glazing beads and UPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch looks with hook, zinc alloy body with single nylon rollers ( weight bearing capacity to be 40 kg), G.I. fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware’s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealer over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Glass or wiremesh shall be paid separately) . Note : For UPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable .Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.

M&L sheet glass 4.8 mm thick ordinary quality and glazing with oil putty and pin in square exc 0.50 sqm in each pan complete as directed.

M&L for 4mm thick figured glass, pin head type and glazing with oil putty or with brass screws in square n.exc 0.50 sqm in each pan for bathrooms/toilets ventilators complete as directed.

S&F stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned stacks or galvanised wire staples, complete all as specified and as directed.

M&L for 16-18mm thick green marble (table rubbed and polished) in steps, jambs, pillars, window cills,bathroom corners 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 green marble shade complete all as spd and directed.

M&L for 16mm thick Granite (of any type) work (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 20mm thick screed bed CM(1:6) complete all as spd and directed

M&L for 25 mm thick PCC 1:2:4 type B-0 (Using 12.5mm graded crushed stone aggregate) as in floor, finished the surfaces fair & even to receive floor finishes, where required complete all as specified and directed.

M&L for non skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tiles exc. 0.11 sqm but n. exc 0.18 sqm of approved colour as in floors etc set and joined in neat cement slurry over 20mm thick sreed bed of cement mortar (1:6) complete all as specified and directed.

M&L for Glazed ceramic tiles Coloured 450 x 300mm 7 to 8 mm thick in wall/dado etc, set & jointed in neat cement slurry & pointed in white or coloured cement to match rendering over 10 mm thick in CM 1:3 on fair face of brick work/ concrete surfaces complete all as specified and directed.

M&L Non Skid coloured ceramic tiles 7 to8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cemeent to match and including over screed bed or bedding layer of mortar 20 mm thick laying floor finished in CM 1:6 complete all as specified and directed.

M&L Non Skid coloured ceramic tiles 7 to8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm on vertical surface such as skirtings etc. set and jointed in cement slurry over 10 mm thick rendering in CM 1:3 complete all as specified and directed.complete all as spd and as directed.

M&L for Chequered Cement concrete tiles 30cm x 30cm x 25mm thick, set jointed and pointed in neat cement slurry in floors over 10 mm thick screed bed in cement mortar 1:6, with grey cement and pigments complete all as specified.

M&L for out door Vitrified parking tile of size 30 x 30 cmx 10-12 mm thick of approved size,set, jointed and pointed using with grey cement and pigment in floor,pavings etc including the setting and jointing in neat cement plaster or slurry 0.3 kg/sqm over 20mm thick sreed bed or bedding layer in CM 1:6 complete all as specified and directed.

M & L for Machine pressed precast concrete prepolished coloured interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigments complete all as specified and as directed.

M&Lfactory made concrete kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified as directed.

M&L for 75 mm thick cement concrete M10 (Nominal Mix) with 40mm graded crushed aggregate finished even and fair laid to a slope of 1 in 12, laid in alternate bays, each bay not exceeding 3 m length with joint filled with bituminous mastic filling comprising a mixture of 1 part of heated Industrial bitumen 85/25 grade and two parts of heated sand complete all as specified and directed.

M&L for 40mm thick rough dressed sand stone flooring, laid dry but jointed and pointed in CM 1:3 complete all as spd and directed.

M&L Rendering 15 mm thick cement plaster in CM 1:6 on fair faces of brick/concrete work surfaces finished fair and even complete all as specified and directed..

M&L 15 mm thick rendering in cement mortar 1:4 inside and outside wall of manhole,drain,bldgs, of brick work/concrete suface finished fair and even with approved water proofing compound (as per manufacturing instraction), if ordered, complete all as specified and as directed. (Note:- WPC will be measured and paid separately)

Supply only Liquid water proofing compound.

M&L for prepration of newly plastered surfaces of wall and applying two coat of cement base paint over one coat of alkali resistanse primer complete all as specified and directed.

Material & Labour for preparation of new surfaces of plastered walls and applying Two coats of Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. over and including a coat of primer over plastered surfaces of walls to prepare the surface even and smooth complete all as specified.

Material & Labour for preparation of new surfaces of plastered walls and applying Two coats of Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. over and including a coat of primer and 1.0 mm thick white wall care putty (premium quality) over plastered surfaces of walls to prepare the surface even and smooth complete all as specified.

M&L for prepration of new plastered surfaces and applying Two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces.

M&L for preparing old decorated plastered or unplasterd surfaces of wall including cornices, pilasters and other wall features etc by brooming down or steel wire brushing and sand paper, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc and removing extra wall papdi ,peel off wall papdi by sand paper and making good with putty as per existing thickness and applying one coat of Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete all as specified and directed

M&L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of wood and wood based primer of any description not otherwise described over 10cm width or girth

Drilling of bore hole by any method, through any kind of soil, boulders, rocks for a bore of 350 mm dia below ground level (upto a depth of 40.00 m or more) including making of initial bore holes and disposal of spoil from the site, complete all as specified and as directed

Supply and lowering and fixed in position 150mm dia nominal size(Internal) PVC screen slotted pipe with Ribs / Ribbed Screen Pipes,8mm wall thickness(Min), of 3 mtr length each pipe including socket and jointing materials,complete all as specified as per IS 12818-2010 and as directed by Engr-in-Charge.

S&F 150mm UPVC pipes (SCH-40) including socket and jointing materials,complete all as specified

S&F 150mm UPVC vent cowl.

S&F PVC SWR pipes 110 mm bore single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed .

S & F CPVC pipes laid in floors/trenches with outer dia of pipe 25 mm dia with all fittings and fixtures complete all as specified and as directed by Engr-in-Charge.

Supply and fix Gun metal gate valve,25 mm bore, cast copper alloy screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions all as specified and as directed.

S&F Reinforced concrete pipes ,class NP2, 300 mm bore laid and jointed in trenches or in floors complete with collar all as specified and as directed.

Material and labour for cement concrete bed to drain pipe for 300mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specifiedand and as directed.

Intime Commotrade Pvt Ltd (BID ID -3399604)

SPS TRADING (BID ID -3400027)