|
| 1 | 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 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 2 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). |
| 3 | 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/l (Mode of measurement complacted volume). |
| 4 | Providing designation 75 A 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/l. |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto Plinth level. (1:2:4)) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto Plinth level. (1:1.5:3) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, work in walls (any thickness) including attached pilasters, columns, pillars etc. above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement.1:1.5:3 (1 cement:1.5 coarse sand (zone III) :3 graded stone aggregate 20 mm nominal size) |
| 8 | Providing and laying in position specified grade of reinforced cement concrete work in beams, lintels, bands etc. above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement.1:1.5:3 (1 cement:1.5 coarse sand (zone III) :3 graded stone aggregate 20 mm nominal size) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for -Foundations, footings, bases of columns etc. for mass concrete. |
| 10 | Lintels, beams, plinth beams, girders, bressumers, cantilevers. |
| 11 | Providing designation 75 A brick work in C.M. (1:4) 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/l. |
| 12 | Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 13 | 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 building specification and direction of E/l. |
| 14 | Providing tor steel reinforcement of 8mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. ( Only Valid for SAIL & TATA Steel) And above dia(i) 8 mm dia |
| 15 | (ii) 10 mm dia |
| 16 | (iii) 12 mm dia |
| 17 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l. |
| 18 | Supplying, fitting and fixing M.S. grill gate with M.S. grills made of 20x6mm M.S. flats or 16mm square bars fitted on 25x25x6mm M.S Angle frame including cost of fabrication , providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/l. (where steel is not supplied by the deptt.) |
| 19 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direciton of E/l. |
| 20 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 21 | Labour for fitting and fixing barbed wire fencing in four rows horizontal upto a height of 1.25M. and two diagonals including fixing of post in cement concrete at 2.5M centres including cost of staples (but excluding the cost of cement concrete angle iron post, its cutting and making holes, nuts and bolts) all complete as per building specifications and direction of E/l. |
| 22 | (B) MS Angles size in mm as per IS 226 (ii) 65x65x6/8/10 (Gr. A) Wt. 5.80/7.70/9.40 kg/m |
| 23 | Drilling 6mm dia holes in M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l. |
| 24 | Labour for cutting of M.S. angle iron post to required length, one end splitted as fishtailed in length of 150 mm complete as per building specification and direction of E/I. |
| 25 | Construction of PiyawooEarthwork 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 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 26 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). |
| 27 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). |
| 28 | 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/l (Mode of measurement complacted volume). |
| 29 | Providing designation 75 A 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/l. |
| 30 | Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:2:4 (1 cement : 2 coarse sand( zone III) : 4 graded stone aggregate 20mm nominal size) |
| 31 | Providing and Laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand( zone III) : 3 graded stone aggregate 20mm nominal size) |
| 32 | Providing designation 75 A 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/l. |
| 33 | Providing and Laying damp-proof-coarse 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand( zone III) : 4 graded stone aggregate 20mm nominal size). |
| 34 | Providing designation 75 A 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 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 35 | Providing and Laying in position specified grade of Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars etc. above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement.1:1.5:3 (1 cement : 1.5 coarse sand( zone III) : 3 graded stone aggregate 20mm nominal size) |
| 36 | Providing and Laying in position specified grade of Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands' plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement.1:1.5:3 (1 cement : 1.5 coarse sand( zone III) : 3 graded stone aggregate 20mm nominal size) |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for -Foundations, footings, bases of columns etc. for mass concrete. |
| 38 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 39 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 40 | Suspended floors, roofs, landings, balconies and access platform |
| 41 | Providing tor steel reinforcement of 8mm. dia. rods as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete as per building specification and direction of E/l. TMT Fe 500 {(Only Valid for TATA(Tiscon), SAIL, JSPL, Electrosteel steels ltd.Bokaro and Vizag(RINL)} . And above dia. (i) 8 mm dia |
| 42 | (ii) 10 mm dia |
| 43 | (ii) 12 mm & above dia. |
| 44 | Providing 12 mm 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 building specification and direction of E/l. |
| 45 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compoundincluding taxes and royalty all complete as per building specification and direction of E/l. |
| 46 | 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. |
| 47 | Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/l. |
| 48 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and includingbase coat of water proofing cement paint applied @ 2.20 kg/10 sqm) |
| 49 | Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing, taxes and royalty all complete as per building specification and direciton of E/l.With \\"A\\" grade white 15 x 15 cm tiles |
| 50 | Providing 250mm. wide brick drain in cement mortar (1:6) with av. 250mm. clear depth and 250mm. apron including cost of earthwork involved with 75 mm. ~ cement concrete (1:4:8) over one brick designation 75A flat soling in proper grade and slope at the base, the drain duly plastered in C.M.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l. |
| 51 | 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. |
| 52 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.15mm dia |
| 53 | 20mm dia |
| 54 | Providing and fixing brass/C.I. stop cock of approved quality all complete as per specification and direction of E/I. |
| 55 | Providing and fixing male ended 15mm dia brass bib cock of approved quality (wt. not less than 350 grams) with extra socket all complete as per specification and direction of E/I. |
| 56 | Supply fitting and fixing lowering 50 mm dia G.L collumn pipe - do - all complete job as per direction of E/I |
| 57 | Construction of GateEarth work 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 leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I&Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 58 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). |
| 59 | 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/l (Mode of measurement complacted volume). |
| 60 | Providing designation 75A 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. |
| 61 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 62 | 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 (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 63 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts 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) |
| 64 | Providing designation 75A brick work in C.M (1: 4) 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I |
| 65 | Providing designation 75 A brick work in C.M. (1: 4) 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. |
| 66 | 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 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) : 3 graded stone aggregate 20 mm nominal size). |
| 67 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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) : 3 graded stone aggregate 20 mm nominal size). |
| 68 | Centering and shuttering including strutting, propping etc. and removal of form forFoundation |
| 69 | column |
| 70 | Roof slab |
| 71 | arches for slab |
| 72 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E10MM DIA BAR@30% |
| 73 | 12MM DIA BAR@40% |
| 74 | 16MM DIA@30% |
| 75 | Providing rough cast plaster in 2 layers, the bottom layer being 12mm thick in cement mortar (1:3) and top layer finished with gravel, pebbles or crushed stone as per specified cement mortar (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 76 | Providing 6mm cement plaster (1:4) in celling 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 building specification and direction of E/I. |
| 77 | Extra of plaster work over exterior surface for each consecutive floor above above first floor including cost of scaffolding etc. All complete as per direction of E/I. |
| 78 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 79 | Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I. |
| 80 | Extra for each coat of cement wash, distemper, paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc. All complete as per specification and direction of E/I. |
| 81 | Providing 125mm. Projected and 150mm, deep cornice with designation 75A brick work in cement mortar (1:8) with approved quality of sand of F.M. 2.5 to 3.0 including cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 82 | Head mason & Painter class-I |
| 83 | Deep Boring with SubmersibleCost of drilling 200 mm X 165 mm X 125 mtr deep borewell in all kind of soil and rock in rural area for installation of pump set with hydraulic DTH rig machine on complete including all material tools drilling rig air compressor reand equipment will as fuel lubricant sand cost of transportation of rig machine and weather vehicle of to site(i) From 0 to 50 m |
| 84 | (ii) Above 50 m |
| 85 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge200 mm niminal size dia |
| 86 | Development of tubewll in accordance with IS: 2800 (part1) and IS: 11189, to stables maximum rate of usable water yield without sand content (beyond permissible limits) with required capacity air compressors running the compressor for required time till well is fully developed measuring yield of well by \\"V\\" notes method for another approved measuring method static level and drow down etc. by step drow down method collecting water samples and getting testing approved labarotary i/c disinfection of tubewell all complete including hire and labour charges of air compressor and tool and assecories etc. all as per requirement and direction of engineer - in - charge |
| 87 | Providing and fixing suitable side threaded mild steel cap all support weilded plate to the top of borewell housing / casting pipe removable as per requirement all completed for borewell of 200 mm dia200 mm dia |
| 88 | Providing and fixing MS clamp of require dia to the top of casing / housing pipe of tubewell as per IS: 2800 (part 1) including necessary bolt and nuts of required size complete 200 mm clamp200 mm clamp |
| 89 | Supplying 100 mm dia submersible pump sets confirming to 8034 and motor confirming t0 IS: 9283 pump shall be suitable for various delivery had and motor suitable for working on 415+10, 3 HP, 50 ZH, AC supply with cable guard thrust carbon/fibre bearing to withstand entire hydraulic thrust water proof winding to be provide the pump set be suitable for direct coupling pump shall have suitable outylet as per manufacture design anti thrust streamlined non return valve shall be provided withpump 3 mtr submersible copper conductor cable in single/double run shall be provide each pump submersible pump 100 mm dia (with polypropylene/noryl impeller) upto 20 stage 2 HP |
| 90 | Supply fitting and fixing of standard make starter panel board with arrangement of all necessary protection including all taxes, royalty etc. all complete job as per direction of E/I |
| 91 | Supply fitting and fixing 3 crore 4 sqmm flat copper submersible Finolex/Havels make including all taxes, royalty etc all complete job as per direction of E/I |
| 92 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.50 mm nominal dia Pipes |
| 93 | Construction of Soak PitEarthwork 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 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 94 | 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/l (Mode of measurement complacted volume). |
| 95 | Providing designation 75 A 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/l. |
| 96 | Providing designation 75 A 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/l. |
| 97 | Providing and Laying in position specified grade of Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands' plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement.1:1.5:3 (1 cement : 1.5 coarse sand( zone III) : 3 graded stone aggregate 20mm nominal size) |
| 98 | Providing Tor steel reinforcement of 10mm. ,12mm & 16mm dia. bars as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. |
| 99 | Providing brick bats for filling in soak pit all complete as per building specification and direction of E/l. |
| 100 | Carriage of Materials(i) Cement |
| 101 | (ii) Steel |
| 102 | (iii) Sand |
| 103 | (iv) Chips |
| 104 | (v) Bricks |
| 105 | Add 18% GST |
| 106 | Add 1% Labour Cess Please Enable Macros to View BoQ information |
