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| 1 | Schedule 'A' B/R |
| 2 | Supply & Fixing Solid PVC Wall Lining consisting of 5mm thick Plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Supply & Fixing 5mm thick PVC sheet fillet of width 35mm for wall panneling inclusive of fixing on to wall to make PVC frame as per specification and drawing, complete all as specified and directed by Engineer-in-Charge. |
| 4 | Supply & Fixing steek work in tubular trusses including special shaped washer etc., complete using ERW or including butt welded tubes confirming to IS 1161-1998, complete all as specified and directed by Engineer-in-Charge. |
| 5 | Supply & Fixing hand rails, half rounded or other stock section or core for wooden hand rail straight portion, drilled and counter sunk for balusters, nosing to steps including embeding in concrete and screwing etc wind ties for roof including securing bolts; 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 Fe410-0 or Fe 310-0, complete all as specified and directed by Engineer-in-Charge. |
| 6 | Supply & Fixing mild steel screw bolts (Machine made) with hexagonal or square heads at one end and screwed the other, each screwed end to be fitted with washers and one hexagonal or square nuts exceeding 5cm, long and not exceeding 10 cm long & 5 to 10mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 7 | Supply & Fixing mild steel plate (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachement confirming to Fe- 290 (Gde E-165), complete all as specified and directed by Engineer-in-Charge. |
| 8 | Supply & Fixing prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by Engineer-in-Charge. |
| 9 | Supply & Fixing prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in cladding to wall, as in ridges, flashing, eaves board valley gutter of any shape etc., cut to designed shape (Jhhallar) as directed at site fixed with self tapping screws, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material & Labour for preparation new steel surfaces of any description not exceeding 10cm width or girth when un-connected with other painting or when painted in a different tint, and applying two coats of synthetic enamel paint over a coat of zinc chrome primer, complete all as specified and directed by Engineer-in-Charge. |
| 11 | Material & Labour for Preparation of newly steel surface of any description over 10 cm width or grith and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge. |
| 12 | 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 and directed by Engineer-in-Charge. |
| 13 | Excavation post holes (or similar holes) each not exceeding 0.5 cum getting out in soft/loose soil returnig filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm watering and removing surplus soil to a distance not exceeding 50 Metre and making good surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material & Labour for PCC (1:3:6) type C-2 using 40mm graded aggregate as in foundation filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. |
| 15 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft /loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 16 | Removing excavated material not exceeding 50 Metre depositing where directed level not exceeding 1.5 Metre above the starting point, complete all as specified and directed by Engineer-in-Charge. |
| 17 | Material & Labour for Hardcore broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge. |
| 18 | Material & Labour for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base, complete all as specified and directed by Engineer-in-Charge. |
| 19 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engineer-in-Charge. |
| 20 | Material & Labour for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) in lintels upto 1.5 clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers ,apex stones, bed plates, water troughs and the like including use of formwork (straight or curved), including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge. |
| 21 | Dismantling of stone slabs and tiles precast concrete articles like paver block, chequered tiles etc., of any description or thickness in floors aprons etc., laid dry or laid dry and pointed, complete all as specified and directed by Engineer-in-Charge. |
| 22 | Material & Labour for 75mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base, sub floor of flooring, paving, path etc surfaces finished even and fair to receive top layer, complete all as specified and directed by Engineer-in-Charge. |
| 23 | Re-fixing only for Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment, confirming to IS 15658-2006 of 60mm thickness M-35 Grade, complete all as specified and directed by Engineer-in-Charge. |
| 24 | Supply only Chain link MS galvanisd fencing, any size or type, complete all as specified and directed by Engineer-in-Charge. |
| 25 | Fixing only Chain link MS galvanisd fencing, any size or type, complete all as specified and directed by Engineer-in-Charge. |
| 26 | Excavation in trenches in soft /loose soil, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth; for foundation etc.or for shafts well cesspit, maholes, pier holes etc., not exceeding 10 sqm on plan and not exceeding 1.50 Metre in depth, complete all as specified and directed by Engineer-in-Charge. |
| 27 | Excavating over areas not exceeding 1.5 Metre deep and getting out in soil/loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 28 | ditto but depth exceeding 1.5 Metre but not exceeding 3.0 Metre getting out in soil/loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 29 | Returing, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cms in soft /loose soil, complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material & Labour for Moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick spread, levelled and rammed including watering, complete all as specified and directed by Engineer-in-Charge. |
| 31 | Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material & Labour for Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width Type C-1 Type 1:3:6, 20mm graded aggregate and setting in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 33 | Material & Labour for 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, complete all as specified and directed by Engineer-in-Charge. |
| 34 | Material & Labour for 40mm thick PCC 1:2:4 type B-1 (20mm graded crushed stone aggregate) as in floors levelling coarse, complete all as specified and directed by Engineer-in-Charge. |
| 35 | Material & Labour for glazed ceramic coloured tiles of size 450 x 300 x 6 to 7mm,450x350 or 350 x 250 x 6 to 7mm thick on vertical surface such as skirting/dado etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tile with & including rendering 10mm thick cement plaster in cement mortar 1:4 finished rough to fix tiles, complete all as specified and directed by Engineer-in-Charge. |
| 36 | Material & Labour for Non skid ceramic coloured tiles 7 to 8 mm thick (Square or rectangular) area of each tile exc 0.18 Sqm but not exceeding 0.36 Sqm, in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over and including screed bed or bedding layer 15mm thick in cement mortar 1:6 for laying floor finishes, complete all as specified and directed by Engineer-in-Charge. |
| 37 | Material & Labour for 15mm thick rendering in Cement Mortar (1:3) on brick or concrete surfaces in two layers mixed with water proofing compound @ 2% by weight of cement in top 5mm thick, finishing the surfaces with even and smooth with using extra cement, complete all as specified and directed by Engineer-in-Charge.Note:- WPC measured separately. |
| 38 | Material & Labour for preparation of newly plastered surfaces and Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm, complete all as specified and directed by Engineer-in-Charge. |
| 39 | Supply and fixing made of GI wire of dia 4mm, PVC coated to achieve outer dia not less than 5mm in required colour and shade, GI Chain link fabric fencing of required width in mesh 100mm x 100mm including strenghthening with 2mm dia wire of nuts, bolts and washers as required GI wire dia of 2mm, complete all as specified and directed by Engineer-in-Charge. |
| 40 | Material & Labour for 100mm thick PCC (1:2:4) type B-2 (using 40mm graded stone aggregate) in pavings surface finish even and smooth withiut using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 41 | Providing and laying at or near ground level factory made 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 and directed by Engineer-in-Charge. |
| 42 | Material & Labour for Preparation of newly or untreated plastered or concrete surfaces of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge.Note : Tint / colour of paint shall be one or multi as directed by Engr-in-Charge as per site requirement. |
| 43 | Supply and Fixing Air walker made of main GI pipe powder coated dia 100/114 mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt etc., embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 44 | Supply and Fixing Single Sit up Bench made of GI main pipe powder coated dia 114/140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 45 | Supply and Fixing Cross Eliptical Trainer made of GI main pipe powder coated dia 114 mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 46 | Supply and Fixing Shoulder Push and Pull made of GI main pipe powder coated dia 114 /140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 47 | Supply and Fixing Shoulder Push made of GI main pipe powder coated dia 114 /140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 48 | Supply and Fixing Sholder Joint Exerciser made of GI main pipe powder coated dia 114 /140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 49 | Supply and Fixing Rowing Exerciser made of GI main pipe powder coated dia 90/100mm, thickness 12mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 50 | Supply and Fixing Sky double walker Trainer made of GI main pipe powder coated dia 114 /140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 51 | Supply and Fixing Seated pedal press made of GI main pipe powder coated dia 114 /140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 52 | Supply and Fixing Surf board Exerciser made of GI main pipe powder coated dia 114 /140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 53 | Supply and Fixing TI-CHI/Arm Exerciser made of GI main pipe powder coated dia 114 /140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 54 | Supply and Fixing Aerobic Seated pedaling Cycle made of main pipe powder coated dia 100mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 55 | Supply and Fixing Horse Rider made of GI main pipe powder coated dia 114 /140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 56 | Supply and Fixing Body waist Twister- Double made of GI main pipe powder coated dia 114 /140mm, thickness 3.2mm & 5mm, base plate dia -200mm including foundation plate & nut and bolt embeded in earth with PCC, complete all as specified and directed by Engineer-in-Charge. |
| 57 | Material & Labour for CRS 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 or securing with clips quality conforming, complete all as specified and directed by Engineer-in-Charge. |
| 58 | Use & waste for form work to soffits of suspended slab such as roof slab, floor slab , landing and similar work; not exc 200 mm thick horizontal or sloping, finished fair and even, complete all as specified and directed by Engineer-in-Charge. |
| 59 | Material & Labour for RCC 1:2:4 (Nominal mix) type B-1 (using 20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs , landings, balconies, canopies, deck slab and in shelves and the like, complete all as specified and directed by Engineer-in-Charge. |
| 60 | Material & Labour for rendering on concrete/brick surfaces 15mm thick in CM 1:4 using with water proofing compound as per manufactures instruction finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. Note:- WPC measured and paid saperately. |
| 61 | Schedule 'A' E/M & Water Supply |
| 62 | Supply Installation and testing of Car washing plant, Triple plunger, Base mounting, 3 hp Motor power 3 Hp, displacement 12.0 lpm, Operating pressure upto100 bar, 3piston pump with 25 meter pressure pipe, control valve, trigger gun, van nozzles and all standard accessories, suitable for 400-440v, 50 hz v, complete all as specified and directed by Engineering-in-Charge. |
| 63 | Supplying and laying of CPVC pipes 40mm dia., SDR 13.5 & Plain CPVC SDR 11 fittings in trenches, complete all as specified and directed by Engineering-in-Charge. |
| 64 | Supplying and laying of CPVC pipes 25mm dia., SDR 13.5 & Plain CPVC SDR 11 fittings in trenches, complete all as specified and directed by Engineering-in-Charge. |
| 65 | Supply & Fixing CPVC ball valve of size 40mm, complete all as specified and directed by Engineering-in-Charge. |
| 66 | Supply & Fixing CPVC ball valve of size 25mm, complete all as specified and directed by Engineering-in-Charge. |
| 67 | Supply and fixing Foot Valve conforming to IS 4038, 40/50 mm (2”) dia., and complete all as specified and directed by Engineering-in-Charge. |
| 68 | Supply and laying pipe galvanized, “Medium class”, including fittings 40mm (1.5”) dia., complete all as specified and directed by Engineering-in-Charge. |
| 69 | Supply and fixing Gun-metal, globe or gate valves, with iron wheel both ends for iron pipe and fixed 40mm bore, complete all as specified and directed by Engineering-in-Charge. |
| 70 | Supply & Fixing Rotational moulded polyethylene water storage tanks of capacity 5000 ltr tanks (cylindrical vertical with closed top) hoisted and fixed in position, all as specified in SSR Part-1, complete all as specified and directed by Engineering-in-Charge. |
| 71 | Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16.0 Sqmm 4 core, complete all as specified and directed by Engineering-in-Charge. |
| 72 | Earthing of machinery/equipment Installed at power house/substation, using 32 x 6 mm galvanized MS strip and MS galvanized plate of size 600 x 600 x 6 mm, as earth electrode, complete all as specified and directed by Engineering-in-Charge. |
| 73 | Supply and fixing 4 Pole MCCB 12 to 63 Amp, 50 Hz, 415 V with rupturing capacity 25 KA including wall cabinet, complete all as specified and directed by Engineering-in-Charge. |
| 74 | Supply and fixing 32 Amps TP MCB metallic plug and socket, complete all as specified and directed by Engineering-in-Charge. Please Enable Macros to View BoQ information |
