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| 1 | Appendix A - Civil work |
| 2 | 21.1.1.2 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, Aluminnium 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): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 3 | 21.1.2.2 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)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 4 | 21.2.1Providing and fixing 12 mm thick prelaminated particle board flat pressed three layeror graded wood particle board conforming to IS : 12823 Grade I Type II, in panellingfixed in aluminum doors, windows shutters and partition frames with C.P. brass /stainless steel screws etc. complete as per architectural drawings and directions ofEngineer - in- Charge.Pre-laminated particle board with decorative lamination on oneside and balancing lamination on other side |
| 5 | 21.3.2Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50mm thickness (weight not less than 12.50 kg/sqm |
| 6 | 50.10.1Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting,fixing in position and applying a priming coatof approved steel primer, including welding and bolted with special shaped washersetc. complete |
| 7 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparationof surface, etc. complete.On steel work |
| 8 | Appendix B - Green House Shed |
| 9 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 10 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 11 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 12 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns |
| 13 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 14 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 15 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 16 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 17 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 18 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 19 | 13.47.1Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additivesof required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 20 | 50.10.1Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting,fixing in position and applying a priming coatof approved steel primer, including welding and bolted with special shaped washersetc. complete |
| 21 | 50.10.2Steel work for purlin/single section with G I pipes including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer, including weldingand bolted with special shaped washers etc. complete |
| 22 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparationof surface, etc. complete.On steel work |
| 23 | 50.12.2.2Providing & fixing Poly carbonate multi wall plain sheet 4 mm thick asapproved by the Engineer in charge and should be supplied in a single length of 12 Mor as decide by the Engineer in charge. The sheets shall be fixed using self drilling/self tapping screw of size (5.5x55mm) with EPDM seal complete upto any pitch inhorizontal / vertical / curved surfaces, but excluding the cost of purlins, rafters,trusses and including cutting to size and shapes where ever required. |
| 24 | 12.50Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade,5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 microns minimum to avoidscratches during transportation and should be supplied in single length upto 12 metreor as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/selftapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch inhorizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required. |
| 25 | Appendix C - Earthern ponds |
| 26 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 27 | 50.6.7.1Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearestsize in cement mortar 1:6 for foundation and basement including all cost of materials,labour charges etc. |
| 28 | 4.1.5Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 29 | 50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 30 | 22.23.1Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. Thecrystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of theengineerincharge. The product performance shall carry guarantee for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm |
| 31 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 32 | 13.47.1Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additivesof required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 33 | 17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 34 | Appendix D - Pump House |
| 35 | 2.31-Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 36 | 2.8.1-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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 37 | 60.7.1-DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 38 | 2.25-Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 39 | 50.6.7.1Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. |
| 40 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) |
| 41 | 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 42 | 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 43 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 44 | 5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges |
| 45 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 46 | 5.9.5-5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 47 | 5.22.6-Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 48 | 5.22A.6-Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 49 | 50.6.7.2-Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. |
| 50 | 13.1.1-12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 51 | 13.7.112 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1cement : 3 fine sand) |
| 52 | 50.13.19 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost ofmaterials, labour charges etc complete |
| 53 | 50.9.1.2-Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) using good quality Pincoda wood |
| 54 | 50.9.3.2-Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction of Engineer in-charge. using Pincoda wood. |
| 55 | 50.9.4.2-Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Pincoda wood |
| 56 | 9.48.2-Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc |
| 57 | 9.147A.3-Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) 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), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded 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 sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm). |
| 58 | 9.12-Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). |
| 59 | 13.43.1-Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 60 | 13.82.2-Wall painting with acrylic emulsion paint, 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.Two coats |
| 61 | 13.46.1-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) |
| 62 | 13.48.2-Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture |
| 63 | 13.52.1-Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 64 | 11.41.2-Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. |
| 65 | 11.46.2-Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm |
| 66 | 16.91.2-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.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 67 | Appendix E - Plumbing Works |
| 68 | 18.9.3Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brassthreaded fittings. This includes jointing of pipes & fittings with one step CPVCsolvent cement, trenching , refilling & testing of joints complete as per directionof Engineer- in-Charge. External work25 mm nominal dia pipes |
| 69 | 18.9.6Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brassthreaded fittings. This includes jointing of pipes & fittings with one step CPVCsolvent cement, trenching , refilling & testing of joints complete as per directionof Engineer- in-Charge. External work50 mm nominal dia pipes |
| 70 | 18.9.7Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brassthreaded fittings. This includes jointing of pipes & fittings with one step CPVCsolvent cement, trenching , refilling & testing of joints complete as per directionof Engineer- in-Charge. External work65 mm nominal dia pipes |
| 71 | 18.9.8Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brassthreaded fittings. This includes jointing of pipes & fittings with one step CPVCsolvent cement, trenching , refilling & testing of joints complete as per directionof Engineer- in-Charge. External work80 mm nominal dia pipes |
| 72 | 18.7.4Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brassthreaded fittings including fixing the pipe with clamps at 1.00 m spacing. Thisincludes jointing of pipes & fittings with one step CPVC solvent cement andtesting of joints complete as per direction of Engineer -in-Charge. Internal work -Exposed on wall32 mm nominal dia pipes |
| 73 | 18.7.6Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brassthreaded fittings including fixing the pipe with clamps at 1.00 m spacing. Thisincludes jointing of pipes & fittings with one step CPVC solvent cement andtesting of joints complete as per direction of Engineer -in-Charge. Internal work -Exposed on wall50 mm nominal dia pipes |
| 74 | Bore well |
| 75 | 18.42.2Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils exceptordinary hard rocks requiring blasting, including removing the casing pipe after thehand pump/tube well is lowered and tested:Beyond 6 m and upto 12 m depth Please Enable Macros to View BoQ information |
