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| 1 | Labour for site clearance |
| 2 | Earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, evelling , ramming the foundation trenches, removing roots of trees , surbs all complete as per approved design, building specification and direction of E/I. |
| 3 | Filling in foundation trenches and plinth in layer not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.50 M all complete as per building specification and direction of E/I B.C.D.5.1.8(Mode of measurement compacted volume) |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. |
| 5 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 ( 1 cement :2 coarse sand (zone-lll) :4 graded stone aggregate 40mm nominal size). |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts etc. above plinth level up to floor five level, excluding cost of centering, shuttering,finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3graded stone aggregate 20 mm nominal size). |
| 9 | Providing designation 75B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 10 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 11 | Providing designation 75B Brick work in C.M (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3graded stone aggregate 20 mm nominal size). |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3graded stone aggregate 20 mm nominal size). |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3graded stone aggregate 20 mm nominal size). |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3graded stone aggregate 20 mm nominal size). |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3graded stone aggregate 20 mm nominal size). |
| 17 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3graded stone aggregate 20 mm nominal size). |
| 18 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3graded stone aggregate 20 mm nominal size). |
| 19 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawingexclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wirewith cost of the wire, removal of rust, placing the rods in position all complete as per buildingspecification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 20 | 8mm dia |
| 21 | 10 mm dia |
| 22 | 12 mm dia |
| 23 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with5% cico or any other approved water proofing compound including screening, curing with allleads and lifts of water, scaffolding taxes and royalty all complete as per building specificationand direction of E/I.forced cement concrete work in beams, suspended floors, roofs having slope up to15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3graded stone aggregate 20 mm nominal size). |
| 24 | Supplying, fitting, and fixing M.S. Grill made of 20X6mm M.S. Flate as per approved designand drawing, properly fabricated with joints continuous fillet welded and finished smooth,carriage of grill to work site, hoisting as per building specification and direction of E/I. (wherematerials is not supplied by the deptt.) |
| 25 | Supplying, fitting and fixing fully glazed steel door, window or ventilations of standard rolled 'Z'and mullion steel sections and size as per IS-1038 joints met and welded with 100X16X3mmM.S. lugs fixed in cement concrete (1:2:4) block 15X10X10cm, size including cost of oxidisediron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes withAluminimum beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunkmachine screw and nuts and applying a coat of red lead paint carriage to work site hoistingand placing in position in all storys and taxes all complete as per building specification anddirection of E/I. |
| 26 | Supplying,fitting and fixing M.S. 40X40X4mm IS2062 grade A M.S. angle, hoisting in steps,welded with 6mm dia and 75mm long M.S. rods, anchorage fixed in concrete steps at the timeof casting, including taxes all complete as per direction of E/I. |
| 27 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening,curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per buildingspecification and direction of E/I. |
| 28 | Providing 6mm cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 includingscreening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete asper building specification and direction of E/I. |
| 29 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift asper building specification and direction of E/I. |
| 30 | Providing 25mm thick first class patent stone flooring (1:2:4) with stone chips in two layers,bottom layers 19mm. Thick (1:2:4)with 12mm to 6mm. Size graded stone chips and top layer6mm. Thicks (1:2) with 6mm down stone chips, in panels including cost of curing, finishing thesurface smooth by rubbing with carborandum stone, taxes and royality with all complete as perbuilding specification and direction of E/I. |
| 31 | Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3)and jointed with grey cement slurry flush pointing with white cement including rubbing,polishing and cost of curring taxes and royalty all complete as per building specification anddirection and E/I. |
| 32 | Supplying, and fixing fan hook of 16mm dia M.S. bar 1 meter long bent to required size andshape , placed in position and fixed in R.C.C. slab/beam at the time of casting all complete asper building specification and direction of E/I. (where materials is not supplied by the deptt.) |
| 33 | Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface mcluding preparing the plastered surface smooth with sand paper, soaping, curing and taxes all complete as per building specification and direction of E/I. |
| 34 | Providing two coat of synthetic enamel paint of approved shade and make over steel surfaceincluding cleaning the surface throughly , scaffolding and taxes all after removing dirtincluding scales smokes, grease and sand papering including cost of scaffolding and taxes allcomplete as per building specification and direction of E/I. |
| 35 | S/F/F 35 mm thick solid type decorated single flush door do..do… with all complete job as per specification & direction of E/I. |
| 36 | Providing and fixing on wall face 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) Single socketed pipes. |
| 37 | Bend 6 Nos |
| 38 | Shoes 6 Nos |
| 39 | Coupler 8 Nos |
| 40 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing the top smooth |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 43 | point wiring |
| 44 | wiring of circuit |
| 45 | 2*1.5+1*1.5earth |
| 46 | 2*1.5 +1*2.5 earth |
| 47 | 2*4 +1*4 earth |
| 48 | GI Box |
| 49 | PVC/GI Box |
| 50 | wiring of circuit |
| 51 | 4 way(4+12) |
| 52 | 4 way(8+24) |
| 53 | 40 amp MCB |
| 54 | 63 amp MCB |
| 55 | 6/32 amp single pole circuit breaker |
| 56 | Earthing and GI earth plate |
| 57 | 8 SWG copper wire at 5 m below ground |
| 58 | 25 mm dia ,300 mm long GI tube |
| 59 | Reverting ,sweating and soldering a copper |
| 60 | SITC OF flowing rating LED floodlight (90/100 W) |
| 61 | step fan regulator |
| 62 | Ceil8ing fan 1400 mm |
| 63 | Exhaust fan 380 mm |
| 64 | 15/16 W LED bulb |
| 65 | sanitary and water supply |
| 66 | IWC parry or hindustan ,12.5 l cistern |
| 67 | flat back or angular lift white glazed earthen ware urinal with 5 l cistern |
| 68 | 550*400*40 mm size vitreous white glazed earten ware wash and basin |
| 69 | 110 mm dia pipe |
| 70 | 110 mm dia door tee |
| 71 | 110 mm dia plain bend |
| 72 | 110 mm dia plain trap |
| 73 | 110 mm dia ctowl |
| 74 | 20 mm dia gi pipe |
| 75 | 15mm dia gi pipe |
| 76 | S/F/F for laying of Gun metal valve |
| 77 | 15 mm dia elbow |
| 78 | 20 mm dia elbow |
| 79 | 15 mm diaTEE plain |
| 80 | 20 mm diaTEE plain |
| 81 | 20 mm diaReducing socket |
| 82 | 20 mm diaNipple |
| 83 | 15 mm diaNipple |
| 84 | 15 mm diaPLUG |
| 85 | 20 mm diaPLUG |
| 86 | 20 mm dia Reducing TEE plain |
| 87 | 15 mm dia Union socket |
| 88 | 20 mm diaUnion socket |
| 89 | 15 mm diasocket |
| 90 | 20 mm diasocket |
| 91 | 15 mm dia Bend with socket |
| 92 | 20 mm diaBend with socket |
| 93 | 15 mm dia brass BB cock |
| 94 | 15 mm dia brass stop cock |
| 95 | 15 mm dia cp brass pillarcock |
| 96 | making hole in wall |
| 97 | providing storage water tank |
| 98 | cost of transportation of machine |
| 99 | 0-50 metre depth cost of drilling 200 mm *165 mm*100 mm |
| 100 | 51-75 m depthcost of drilling 200 mm *165 mm*100 mm |
| 101 | supplying 200 mm UPVC lowering pipe |
| 102 | MS GI cap 200 mm |
| 103 | 2 HP submersible pump |
| 104 | 32 mm dia UPVC pipe |
| 105 | sitc of panel board |
| 106 | pvc insulated copper submersible cable 2.5 sq mm |
| 107 | 32 mm GI Elbow |
| 108 | pcc 1 1.5 3 |
| 109 | plaster and punning |
| 110 | carriage |
| 111 | bricks lead 10 km |
| 112 | stone chips lead 8 km |
| 113 | sand lead 55 km |
| 114 | cement + steel lead 3 km |
| 115 | LABOUR CESS |
| 116 | PHOTO AND SIGN BOARD Please Enable Macros to View BoQ information |
