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| 1 | SH- Type-II Qtr - 2 Nos. |
| 2 | Civil work |
| 3 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 4 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 5 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20mm nominal size) |
| 6 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 7 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a)1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 8 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : coarse sand : 4 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth for Ramp |
| 9 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with 1 : 2 : 4( 1 cement: 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 10 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).for kitchen slab |
| 11 | Centring and shuttering including strutting, propping etc and removal of form work for :b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 12 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 13 | d) Column, pillars, posts and struts etc. |
| 14 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars. |
| 15 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 16 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 17 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 18 | 25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement. |
| 19 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 20 | Providing approved best available local wood (Class -B II )work in frames of Doors,Windows clearstory windows and other frame, wrought framed and fix in position Doors and Windows Chowkhat. |
| 21 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.a) 38 mm thick best available local wood, class - B I |
| 22 | Providing and fixing best available local wood glazed shutters for doors, windows and clerestory window using 7.5 kg/Sq.m. (3 mm thick glass panes) including black enamelled MS butt hinges with necessary screws.a) 35 mm thick |
| 23 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws.b) Ornamental grill. |
| 24 | Providing and fixing 38 mm thick wire gauge shutters using galvanized mild steel wire gauge of IS gauge designation 140G with wire of dia 0.56 mm for doors, windows and clerestory windows including anodized aluminum butt hinges with necessary screws.a) Best available local wood class B-I |
| 25 | 25mm thick wooden shelves supported on 40 x 4 0 x 6 mm \\"T\\" or \\"L\\" iron brackets fixed at suitable distance but not exceding 75 cm apart in 7.5 x 7.5 x 15 cm block of cement concrete mix 1 : 3 : 6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) with :a) Approved local wood best available class - B. |
| 26 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
| 27 | Providing and fixing approved local wood (Class - B I) railing 91 cm high with 38 mm x 38 mm wooden bars at 10 cm centre to centre complete with top and bottom rails 89 mm x 51 mm complete. |
| 28 | 12 mm cement plaster 1 : 5 (1 cement : 5 fine sand). |
| 29 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall. |
| 30 | White washing with lime on new work (two or more coats) to give an even shade. |
| 31 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 32 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 33 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete.a) 300 x 16 mm |
| 34 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.a) 250 x 10 mm |
| 35 | c) 150 x 10 mm |
| 36 | Providing and fixing MS handles with necessary screws etc complete.a) 125 mm |
| 37 | b) 100 mm |
| 38 | Providing and fixing MS Hooks and Eyes.b) 250 mm |
| 39 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth |
| 40 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 41 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately). |
| 42 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses.b) 0.63 mm thick GI sheet |
| 43 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. b) 0.63 mm thick GI sheet |
| 44 | Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately). |
| 45 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position. |
| 46 | Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc. |
| 47 | Painting two or more coats on GI sheets with ready mixed superior paint of approved brand and manufacture on new work to give an even shade. |
| 48 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. |
| 49 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required.b) Orissa Pattern WC Pan |
| 50 | Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.a) 100 x 100 x 100 mm |
| 51 | Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors.a) 100 mm inlet and 100 mm outlet |
| 52 | Providing and fixing GI pipes complete with GI fitings and including cutting and making good the walls(internal work). a). 15mm nomnal bore. |
| 53 | Providing and fixing Gi pipes complete with GI fitings and including trenching and refilling etc(external work). a).32mm nomnal bore. |
| 54 | Providing and fixing brass bib cock of approved quality. A)15mm nominal bore. |
| 55 | Providing and fixing brass stop cock of approved quality.A). 32mm nominal bore. |
| 56 | Carriying charges for building materials by mech. Means |
| 57 | (SH : Site Development) |
| 58 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)Girth from 300 mm to 600 mm |
| 59 | Clearing Grass and Removal of Rubbish50 x 40 = 2000 |
| 60 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.) |
| 61 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) |
| 62 | SH- Septic tank |
| 63 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 64 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 65 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 66 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 67 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 68 | Centring and shuttering including strutting, propping etc and removal of form work for :a)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 69 | b)Suspended floors, |
| 70 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Cold twisted bars. |
| 71 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 72 | Neat Punning |
| 73 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.a) 100mm Dia |
| 74 | b) 75mm Dia |
| 75 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 76 | Add Carrige Charge |
| 77 | SH: RCC Retaining Wall (3Mtr. Ht.) - 81.40 Mtrs. |
| 78 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)I Ordinary soilA Manual Means(i) upto 3 m depth |
| 79 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 80 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsa) RCC Grade M20 |
| 81 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsa) RCC Grade M20, Height upto 5m- Case I Using concrete Mixer |
| 82 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 83 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 84 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Granular material |
| 85 | Add for Carriage of materials |
| 86 | SH:- Boundary Wall - 204.30 Mtrs. |
| 87 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cmlayers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 88 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 89 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 90 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm toa) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).For Column |
| 91 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface.a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 92 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 93 | b) Column, pillars, posts and struts etc. |
| 94 | c) Beam , lintel etc. |
| 95 | Reinforcement of RCC work including bending, binding and placing in position complete.a) mild steel |
| 96 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 97 | Extra for superstructure above plinth level and up to floor two level. |
| 98 | 12 mm cement plaster 1 : 6 |
| 99 | Carriage of Material Please Enable Macros to View BoQ information |
