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| 1 | PART-I : (B/R WORKS) Taking down chowkats with shutters (without taking off shutter from the frames) not exceeding 1.50 Sqm each complete all as specified and directed. |
| 2 | Taking down chowkats with shutters (without taking off shutter from the frames) exceeding 1.50 Sqm but not exceeding 4.00 Sqm each complete all as specified and directed.(Note for Item No. 1.00 & 2.00 - Rate shall be deemed to be include for cutting holes/demolition of masionry walls etc for taking down chowkats and making good the damaged surfaces). |
| 3 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillar etc complete all as specified and directed. |
| 4 | Demolition of cement concrete (un-reinforced) as in ground floors and pavings not exceeding 15cm thickness (below or above ground level) or in sunken floor complete all as specified and directed. |
| 5 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of roofs, floors (other than ground floors), beams, stair cases, landing, chajja and similar suspended work complete all as specified and directed . |
| 6 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed. |
| 7 | Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-charge. |
| 8 | Taking down cement plaster of any description on brick or stone or concrete surface of wall & celing etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed. |
| 9 | Dismantling framed trusses span not exc Exc 10m long complete all as specified and directed. |
| 10 | Dismantling wrought iron or mild steel work of any description etc complete all as specified and directed. |
| 11 | Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed. |
| 12 | Dismantling wall and ceiling boards (fibre, pulp, insulation etc) or insulation boards/slabs/blankets, any thickness including cover fillet complete all as specified and directed. |
| 13 | Taking down eaves gutters and rainwater pipes CI/PVC/AC soil pipe including all fittings, heads, shoes, bends, swan-necks, etc. (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed. |
| 14 | Dismantling water tanks and removing to store of capacity exc 500 & n . Exc 1000 ltrs. |
| 15 | S&F of rotational moulded PVC water storage tank 1000 litres capacity conforming to IS-12701(1989) cylindrical vertical type multi-layered with closed top including inlet, outlet and wash out holes of approved make hoisted and fixed in position all as specified in SSR Part-I, 2009 etc., complete all as specified and as directed. |
| 16 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation or for shafts, well, cesspits, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and directed. |
| 17 | Removing surplus excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting points in soft/loose soil complete all as specified and directed. |
| 18 | Returning, filling in, including spreading leveling, watering and well ramming in layers not exceeding 25cm, soil complete all as specified and directed. |
| 19 | Excavating in post holes (or similar holes) in soft /loose soil each not exceeding 0.5 cum, getting out, returning 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 50m and making good the surface complete all as specified and directed. |
| 20 | M&L for broken stone or boulders hardcore of gauge exceeding 63mm,but not exceeding 100mm deposited spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 21 | M&L for PCC (1:4:8) type D-2 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 22 | M&L for PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in surface channel and drains complete all as specified and directed. |
| 23 | M&L for RCC (nominal mix) (1:1.5:3) type A1 (using 20mm graded stone aggregate) as in foundations including rafts, footings, foundation beam, plinth beams, bases for columns etc , basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed. |
| 24 | M&L for RCC (nominal mix) (1:1.5:3) type A1 (using 20mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5 m span and similar work complete all as specified and directed.Note- Reinforcement and from work shall be measured and paid separately. |
| 25 | M&L for reinforcement cement concrete (1:1.5:3) type A1 (using 20mm graded stone aggregate) as in chajja & similar work complete all as specified and directed.Note- Reinforcement and from work shall be measured and paid separately. |
| 26 | M&L for precast reinforced cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in cover slab in drain/mainhole set in cement mortar (1:4) complete all as specified and directed. (NOTE: Cost of form work is deemed to be inclusive of unit rate quoted by the contractor & reinforcement shall be measured & paid separately.) |
| 27 | M&L for PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) as in copings, bed block for filling hollow space of steel chowkhats, fixing of hold fast, kneelers, apex stone, bed plates, water troughs and the like including weathering, slightly rounded or champfered angles and throating as directed including necessary form work as required complete all as specified and directed. |
| 28 | Supply only integrated liquid water proofing compound complete all as specified and directed. |
| 29 | M&L fly ash brick work using modular size bricks with class 'B' bricks, curved on plan mean radius not exc 6m with bricks roughly cut to radius or bricks with wedge shaped joints built in cement morter (1:6) complete all as specified and directed. |
| 30 | M&L for cutting holes in brick walls in cement mortar exc half brick work but not exc full brick work for inserting hold fasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required complete all as specified and directed. |
| 31 | M&L for precast concrete (1:2:4 )type B0 (using 12.5mm graded crushed stone aggregate) louvers and jallies/jafri 25 mm thick (measured solid) including all moulding complete all as specified and directed. |
| 32 | M & L for Brick work with sub class ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement morter 1:4 complete all as specified and directed. |
| 33 | Providing formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams for flat Rough finishedconcrete surface complete all as specified and directed. |
| 34 | Providing formwork to sides and soffits of floor or roof beam, beam haunching, girders, bressummers,lintels, cantilivers,shelves, for flat Rough finished concrete surface complete all as specified and directed. |
| 35 | Providing formwork to chullah hoods, chajjas, troughs and similar items including etc for Rough finished concrete surface complete all as specified and directed. |
| 36 | Providing formwork to sides and soffits of floor or roof beam, beam haunching, girders, bressummers,lintels, cantilivers,shelves, including sup-ports, overhangs,etc also splays between floors and beams complete all as specified and directed. |
| 37 | S&F of 30 mm thick flush door shutters solid core construction with block board and plywood face panel, commercial type with both side etc complete all as specified and directed. |
| 38 | M & L for installation of mapel wood flooring system in the squash court (size 8 mtr X 10 mtr) with following specificationover the existing PCC flooring:-a) Surace Board (moisture to be maintaned approximately 14 % at the time of dispatch ) Treated mapel wood finished with 21 mm thick , 50 to 83 mm wide and in random length in tounge and groov shape. the edges of the boards will have finger lock groov and botto side with air pass groov and treated with special anti termite and water resistant lacquer.b) The Under Frame:- Made of commercial quality pine wood runners of 70 mm x 45 mm treated with anti- termite solution and fixed on the bottom side with 10 mm thick air cushioned pads, stapled through the two wings at 350 mm X 350 mm.c) Installation:- IPS subfloor treated with vapor barrier to be placed on the leveled IPS subfloor before laying under frame. The runners having air cushion pads to be placed on vapor barrier in perfect level at 350 mmin one direction. The surface board to be screwed and nails to the runner through the tongue only and will lock the screwed tongue by the groove of adjoining board. Ends of the board will be locked by inserting wooden finger through. The edge grooves and fixed with suitable adhesive. An expansion of 8 to 10 mm to be left open between the wooden and completeing the maple wood flooring complete as per manufactures instruction /specification and as directed . |
| 39 | S & F sound board of size (7 feet X 17 inch) 3 nos including tin boards of 22 gauge , fixed on wall of the squash court using suitable fixing arrangements complete all as per manufactures instruction /specification and as directed. |
| 40 | M & L for providing Game line marking ( wall and wooden flooring) as per the WSF standard game line marking, for a squash court size 8 mtr x 10 mtr ,including standard marking on wall complete all as per manufactures instruction /specification and as directed. |
| 41 | S & F for 10 mm thick PVC insulation panels with EPS stuck to 1 mm thick plain PVC sheet suitability placed in false celing grid made of aluminium GI/MS as per specification and drawing complete. |
| 42 | Supply and fixing Factory made partly glazed three panels i.e. panel will be of wire mesh and further divided into two pannels fitted externally in the clear space & lower pannel will be plain colour PVC sheet 5 mm thick PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail,lock rail & bottom rail on either side & as gap insert for top rail & bottom rail Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing. |
| 43 | S&F of factory made solid PVC door frame of size 50mm X 47mm made out of 5 mm thick plain colour PVC sheet reinforced with MS square tube as per specification and drawing as mentioned in SSR Part-II (2020), Section 8, Page No. 178 complete all as specified and directed. |
| 44 | S&F Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 4 mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification with wood free EPS complete all as complete all as specified and directed.. |
| 45 | S & fixing factory made uPVG white colour Sliding window three track area not exceeding 2.0sqm each of made of extruded profiles with wall thickness of 2.3mm (+ -0.2mm). Window profile with hollow section with multi chamber. Frame (88mm x 52mm), sliding sash (42mm x 67mm). Sliding mesh Sash (42mm x 57mm) Sliding interlock (Onearea not exceeding 2.0sqm each of vertical length in each shutters) (45.5mm x 28mm), Glazing bead (24.5mm x 16mm) will be miterd cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware. EPDM gasket, 1.2+ -0.2mm thick galvanised steel Frame (30mm x 18mm) 2 nos, sliding sash (30mm x 18mm), sliding mesh sash (26mm x 10mm) profile to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners, Hardware [Touch Lock of zinc alloyed (white powder coated), steel roller system. Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and required accessories. (Note: The unit rate quoted by contractor excludes cost of glass and includes all other connected accessories. Net Opening will be measured lor payment purpose.) |
| 46 | Providing and fixing factory made uPVC white colour casement (Openable) Door made of extruded profile wilh wall thickness of 2.3mm ( + -0.2mm). Window profile with hollow section with mitlti chamber, frame (60mm x 58mm), sash (60mm x 78mm). T profile (One vertical length in between two shutters) (60mm x74mm). Glazing bead (35mm x 20mm) will be mitered cut and fusion welded at all corners, including drilling ol holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware. EPDM gasket 1.2 + -0.2mm thick galvanized steel Frame (28mm x 21.5mm), sash (31mm x 27mm), T profile (27mm x 17mm) to be inserted in required profile, frame will be fixed to the wall wilh 8mm x 100mm long fasteners. Hardware: [casement door handle made of zinc alloyed (white powder coated). Corner striker. Secondary Strikers. Cylinder. Door transmission gear made of mild sleel with multi point locking system with strikes. 3D Hinges of zinc alloyed (white powder coated) [and 5mm thick glazing with selected quality glass. (Note: The unit rate quoted by contractor excludes cost of glass and includes all other connected accessories. Net opening will be measured for payment purpose.) |
| 47 | Providing and fixing factory made uPVC white colour fixed window made of extruded profiles with wall thickness of 2.3mm(+-0.2mm). Window profile with hollow section with multi chamber. Frame (60mm x 58mm). T profile (Onevertical length in between two shutters) (60mm x 74mm). Glazing bead (35mm x 20mm) will be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc. making arrangement for fixing of hardware, EPDM gasket.1.2 +–0.2mm thick, galvanized steel Frame (28mm x 21.5mm), T profile (27mm x 17 mrn) to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners- 5mm thick glazing with selected quality glass(Note: The unit rate quoted by contractor excludes cost of glass and includes all other connected accessories Net opening will be measured for payment purpose.) Area exceeding 1.00 sqm but not exceeding 2.00 sqm each |
| 48 | S&F repair for providing and fixing factory mad PVC shelf /partition of required size consisting of 20 mm thick PVC sandwich with 1 mm thick plain PVC sheet on both sides suitably fixed in omplete all as specified and directed. |
| 49 | S&F for 75 mm Hasp and staple, safety type,brass with mild steel hinge pin including bolt to hinge plate and fixed with screws complete all as specified and directed. |
| 50 | S&F of 300 mm aluminum alloy, anodised , sliding door bolt with hasp and staple (bolt type ) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloy and fixed complete all as specified and directed. |
| 51 | S&F of floor door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring, fixed in floor (overall length of cover plate 140mm) complete all as specified and directed. |
| 52 | S&F of 75 mm long aluminium, anodised, barrel tower bolts of extruded section( IS-204 (Part-2) : 1992) and fixed complete all as specified and directed. |
| 53 | S&F of 200 mm long aluminium, anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed. |
| 54 | S&F of 150mm long aluminium, anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed. |
| 55 | S&F Aluminium handles, 125 mm size cast type, anodised complete all as specified and directed by EIC. |
| 56 | S&F of 150 mm long aluminium anodised extruded alloy handle fabricated type(IS-208: 1996) complete all as specified and directed. |
| 57 | S&F of 100 mm long cold rolled mild steel butt hinges, medium weight complete all as specified and directed. |
| 58 | S & f of aluminium extraded section door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and as directed. |
| 59 | S & F repair stainless steel curtain rods 25 mm dia , anodised aluminium alloy with fixing brackets ,stops, and complete fitments complete all as specified and as directed. |
| 60 | S & F in repair MS 300 mm , ordinary rat tail rod pattern springs incl. roller platecomplete all as specified and as directed. |
| 61 | S & F Ball catches with 8 mm dia steel ball and brass body and striking plate incl. letting in and fixed, complete all as specified and as directed. |
| 62 | S & F Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staple complete all as specified and directed. |
| 63 | Mild Steel TMT bars 10 mm dia and over cut to length bent to shape as 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 directed. |
| 64 | S&F of TMT bars 6mm to 8mm dia and over cut to length bent to shape as 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 directed. |
| 65 | M&L for TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding 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 directed. |
| 66 | S&F Structural steel work in Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of Fe-410W (Gde E-250) quality 'A' Add to any of the foregoingitems if structural steel is painted one shop coat of zinc chromate primer complete all as specified and directed. |
| 67 | S&F MS Plates (plain cor chequered ) channels , squer cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-410W (Gde E-250) quality 'B'complete all as specified and as directed. |
| 68 | S&F mild steel Mild steel screw bolts (machine made) with hexagonal/square head one end and screwedthe other/screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut , length of boult exc 22.5 cm & n exe 30cm long dia of shank 16 to 20 mm, complete all as specified and as directed. |
| 69 | S&F of mild steel flat iron as in Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts,if required hooks (stay), heavy, for large gates; hook and pintle hinges large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed. |
| 70 | S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed. |
| 71 | S&F Pressed steel frames of size 125 mm x 60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., including one shop coat of priming complete all ,as specified and directed. |
| 72 | S&F anodised aluminium snap grid frame work for false ceiling of reige 605mm x 605mm complete all as specified and as directed. |
| 73 | S&F of hangers 6mm dia GI (not exceeding 1200mm in length apart) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40 x 3 mm, 60mm long and expansion hold fasteners 12.5mm dia 40mm long complete all as specified and directed. |
| 74 | S&F powder coated aluminium window sliding type three rake ( 2 glazed & one gauze shutter ) aluminium section weighing not less than 1.67 kg/m for frame and 0.55 kg/m for shutter including necessary joining cleats, glazing clips, rubber neoprene packing, handles, including locking arrangement and 4 mm thick plain /tinted glass and aluninium mosquito proof gauge incl. taking down of old existing steel window and making good disturbed surface of wall complete all as specified and directed. |
| 75 | S&F powder coated aluminium louvered ventilators of size n. exe 0.50 Sqm area with glass louvers, without sash bars of aluminium section weighing not less than 0.605 kg/m for frameof size 40 x 20 x 2 mm including necessary joining cleats, glazing clips, rubber neoprene packing, anodised aluminium fittings 5.5 mm thick plain /tinted glass fixed in panels with suitable arragement incl. taking down of old existing steel ventilator making good disturbed surface of wall complete all as specified and directed. |
| 76 | S&F of pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet of 0.50mm thick of any colour as approved by GE having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 77 | S&F of pre-painted galvalume aluminium zinc coating GI based plain steel sheet of 0.50mm thick of any colour as approved by GE having tensile strength of 550 Mpa as in ridge / wall/cladding, fixed with self tapping screws complete all as specified and directed. |
| 78 | M&L non asbestos fibre reinforced standard cement board as in celing 4mm thick design board(610 mm X 610 mm ) complete all as specified and directed. |
| 79 | M&L for 100 mm thick cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed. |
| 80 | M&L for 75 mm thick cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub base and mass concrete complete all as specified and directed. |
| 81 | M&L for PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in floor finishes 25 mm thick finished even and smooth without using extra cement complete all as specified and directed. Please Enable Macros to View BoQ information |
| 82 | M&L for PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in floor finishes 25 mm thick finished even and smooth without using extra cement complete all as specified and directed. Please Enable Macros to View BoQ information |
