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| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge(a) All kinds of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.(a) All kinds of soil |
| 5 | Construction of embankment with approved material (local earth) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MoRTH Specification. (Cost includes all leads, taxes, royalty and operations). |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.(a) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.(a) All works upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :(a) Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 13 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.(a) Hot finished welded type tubes |
| 14 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in:(a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | 12 mm cement plaster:(a) 1:4 (1 cement : 4 fine sand) |
| 17 | 6 mm cement plaster of mix :(a) 1:3 (1 cement : 3 fine sand) |
| 18 | Applying priming coats with primer of approved brand and manufacture, having low VOC content (Volatile Organic Compound) content (a) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(a) Two or more coats on new work |
| 20 | Painting with two or more coat of epoxy primer of 100 Micrones DFT (each coat of 50 microne) and two or more coats of polyurethane paint of 100 Micrones DFT (each coat of 50 microne) as per manufacture\"s specifications and as per direction of Engineer-in-Charge. |
| 21 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.(a) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 22 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 23 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge. |
| 24 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 45/25 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.(a) Cement concrete prepared with batch mixing machine. |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 26 | Providingand layinganti-friction layer of polythenesheet of 400 micron thickness confirming to IS 2508 over the sub-basecourse with overlaps of not less than 300mm longitudinally and transversely and fixing the same by nailing with concrete nails to the lower layer etc., as per the direction of the Engineer in Charge. (Only plan area is measured for payment). |
| 27 | Providing and laying in position for expansion joint, 25mm thick pre-cut synthetic joint filler board of approved make conforming to IS: 1838 (part 3)-2011, 45 mm from top (to be removed at the time of filling of polysulphide sealant), complete as per particular specifications and direction of Engineer-in-Charge. |
| 28 | Providing and laying in position polysulphide sealant of approved make conforming to BS-5212-1990 or IS 11433-1995,in expansion / Construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of polysulphide and preparing the surface and applying masking tape along the edge of joints to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer-in-Charge.[note : for purpose of payment, quantity (Length X Width X Depth) of sealant only will be measured.]i) Expansion joints of size 25 mm wide and 10 mm deep over30mm dia. Closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/cum. ii) Construction joints of size 10 mm wide and 10 mm deep over 12 mm dia Closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/cum.iii) Dummy joints of size 10 mm wide and 10 mm deep over 12 mm dia. Closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/cum. |
| 29 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, 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 50mm thick compacted bed of 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 per direction of Engineer-in-Charge.(a) 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 30 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.(a) 450 mm dia RCC pipes. |
| 31 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 32 | 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 33 | Providing and laying matt finished vitrified tile of size 300x300x 9.8 mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 34 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.(a) With granite stone of area less than 0.50 sqm. |
| 35 | Providing, fabrication, assembling and erection of Tensile Membrane Fabric structure as per designed profile, with high concentrated PVDF top coating on bottom side, polyester fabric and sound be weldable having minimum weight of 1050 to 1,200 gm/sqm with minimum 20 years warranty etc. over steel structure frames with all fittings and fixtures such as Galvanized MS End Plate, Shackles , Rigging Screws , Turnbuckles, Swedge, fork, keder rods & galvanized MS strands with stainless steel end terminals complete as per drawing /Detail & as per particulars/ technical specifications and as per the directions of Engineer- in – charge, (Rate includes cost of fabric patterns, forming, cutting, fabrication, hot weld stitch of fabric, Transport to the site , assemblingandinstallationwithGIstrands,hardware,EPDM gasketand requiredaccessories whateverrequiredcompleteincluding liftsup toall heights, tools& plants,and necessary scaffolding etc. required for all operations in all respect as per direction of Engineer – In Charge).Note: (i) Tensile fabric shall be as per technical Specifications mentioned above.(ii) Actual curved area of canopy shall be only measured for payment.(iii) Galvanized strands, Galvanized MS end plate only shall be included under thisitem.(iv) The warranty for tensile fabric shall be of minimum 20 years.(v) The minimum weight of the fabric should be 1050gsm to 1200 gsm and shall be minimum of grade Type III.(vi) Tensile fabric work to be executed by specialized agency having relevant experience. |
| 36 | Finishing walls with 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. (a) New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 37 | Preparation and developing architectural and working drawings based on layout drawings for tensile canopy and walkway in surface car parking areas etc.,including structuraldesignand drawingsfortensile canopy & walkway, cross sections of tensilecanopy/structural members/etc. and duly vetted by NIT/IIT/Govt. College and provide Good for Construction drawings in 5 sets as per the direction of Engineer-in-Charge. |
| 38 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required.(a) W.C. pan with ISI marked white solid plastic seat and lid |
| 39 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 40 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 41 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 42 | Providing and fixing C.P. brass angle valve for basin mixer/wash basin/Cistern and geyser points of approved quality conforming to IS:8931.(a) 15mm nominal bore |
| 43 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :(a) 15 mm nominal bore |
| 44 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.(a) 15 mm nominal bore |
| 45 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 46 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(a) 25 mm nominal bore |
| 47 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(a) 40 mm nominal bore |
| 48 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.(a) Exposed on wall(i) 25 mm nominal dia Pipes |
| 49 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.(a) Exposed on wall(i) 40 mm nominal dia Pipes |
| 50 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.(a) Exposed on wall(i) 40 mm dia nominal bore |
| 51 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(a) External Work - 40 mm dia nominal bore |
| 52 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :(a) 40 mm nominal bore |
| 53 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.(a) Flexible pipe : 32 mm dia |
| 54 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 55 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 56 | Grading roof for water proofing treatment with : (a) Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 57 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
| 58 | Providing and fixing PTMT grating of approved quality and colour.(a) Circular type : 100 mm nominal dia |
| 59 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :(a) 200x10 mm |
| 60 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(a) Single rubber stopper |
| 61 | Providing and fixing chromium plated brass handles with necessary screws etc. complete:(a) 125 mm |
| 62 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :(a) 250x16 mm |
| 63 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.(a) Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms |
| 64 | Providing and fixing uplasticised PVC connection pipe with brass unions :(a) 45 cm length : 15 mm nominal bore |
| 65 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :(a) 20 mm dia |
| 66 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/Litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.(a) Two Coats |
| 67 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 68 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes/soil waste pipe conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.(a) 110 mm diameter |
| 69 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.(i) Coupler(a) 110 mm |
| 70 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.(i) Bend 87.5 Degree(a) 110mm bend |
| 71 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.(a) Shoe (Plain) - 110 mm Shoe |
| 72 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.(a) 110mm |
| 73 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams |
| 74 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler( whereever required) extruded profiles having minimum wall thickness of 1.70mm for series R1 and R2 profiles and 2.10mm for series R3 and R4 profiles confirming to EN:12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD specification, uPVC extruded glazing beads, interlocks and inline sash adaptor(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion(if required) shall be mitred cut and fsion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of approved size and quality, all complete as per approved drawing confirming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Enginner-in-charge.Wire mesh/Glazing of plain/toughened/laminated/double glass unit with/without high performance coatings as per design requirements and confirming to IS:3548 & IS: 16231 shall be paid seperately.(a) Casement window double panels with fixed mullion with SS304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles.(i) Using R2 series with frame (39mm and above) x (39mm and above) & sash (39mm and above) x 60mm & above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 metre) |
| 75 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler( whereever required) extruded profiles having minimum wall thickness of 1.70mm for series R1 and R2 profiles and 2.10mm for series R3 and R4 profiles confirming to EN:12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD specification, uPVC extruded glazing beads, interlocks and inline sash adaptor(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion(if required) shall be mitred cut and fsion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of approved size and quality, all complete as per approved drawing confirming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Enginner-in-charge.Wire mesh/Glazing of plain/toughened/laminated/double glass unit with/without high performance coatings as per design requirements and confirming to IS:3548 & IS: 16231 shall be paid seperately.(a) Fixed window/ ventilator without mullion / transom.(i) Using R1 series with frame (33mm & above) x (35mm & above). (Height up to 0.90 meter) |
| 76 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler( whereever required) extruded profiles having minimum wall thickness of 1.70mm for series R1 and R2 profiles and 2.10mm for series R3 and R4 profiles confirming to EN:12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD specification, uPVC extruded glazing beads, interlocks and inline sash adaptor(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion(if required) shall be mitred cut and fsion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of approved size and quality, all complete as per approved drawing confirming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Enginner-in-charge.Wire mesh/Glazing of plain/toughened/laminated/double glass unit with/without high performance coatings as per design requirements and confirming to IS:3548 & IS: 16231 shall be paid seperately.(a) Casement door single panel with zinc alloy (zamac) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides..(i) Using Using R3 series with frame (55mm & above) x (50mm & above) & sash (55mm & above) x (85mm & above) (Height up to 2.50 meter) |
| 77 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler( whereever required) extruded profiles having minimum wall thickness of 1.70mm for series R1 and R2 profiles and 2.10mm for series R3 and R4 profiles confirming to EN:12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD specification, uPVC extruded glazing beads, interlocks and inline sash adaptor(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion(if required) shall be mitred cut and fsion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of approved size and quality, all complete as per approved drawing confirming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Enginner-in-charge.Wire mesh/Glazing of plain/toughened/laminated/double glass unit with/without high performance coatings as per design requirements and confirming to IS:3548 & IS: 16231 shall be paid seperately.(a) Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS304 body.(i) Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height up to 1.2 meter) |
| 78 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :(a) Float glass panes : 4 mm thick glass pane (weight not less than 10kg/sqm). |
| 79 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :(a) Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading |
| 80 | Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.(a) Marine plywood conforming to IS: 710 |
| 81 | Filling the gap in between aluminium frame adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.(a) Upto 5mm depth and 5 mm width |
| 82 | Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).(a) 6 mm thick Cement bonded wood particle board as per IS:14276 |
| 83 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:(a) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 84 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.(a) 1.0 mm thick |
| 85 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 86 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.(a) Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 87 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.(a) Frame size 45 x 70 mm |
| 88 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)(a) 30 mm thick |
| 89 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 90 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(a) 20 mm nominal bore |
| 91 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 92 | Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab table rubbed, edges rounded and polished, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.(a) Granite Stone of approved shade |
| 93 | Providing and fixing brass stop cock of approved quality :(a) 15 mm nominal bore |
| 94 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2\" BSP thread and shapes, weighing not less than 60 gms. |
| 95 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :(a) For fixed portion - Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 96 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).(a) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 97 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge |
| 98 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:(a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 99 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :(a) Kitchen sink without drain board - 610x510 mm bowl depth 200 mm |
| 100 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (a)100 mm diameter |
| 101 | Providing and fixing of Hand shower(Health Faucet) with 8mm dia 1.20 M long Flexible tube and wall hook of Jaquar make (Product Code:ALD-CHR-573) or equivalent as per direction of Engineer-in-Charge. |
| 102 | Cat (B) - Buy Back Items |
| 103 | Deduct for not compacting the earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density) as per agreement item no.5 |
| 104 | Deduct for not applying steel primer in agreement item no. 12 & 13 |
| 105 | Deduct for not applying priming coat of exterior primer in agreement item no.36 |
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