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| Sl. No. | Item Description |
| 1 | (SH: Banking and Turfing) |
| 2 | Banking excavated earth in layers not exceeding 20cm. in depth, breaking clods,watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks,marginal banks, and guide banks etc., lead upto 50m and lift upto 1.5m All Kinds of soil |
| 3 | Turfing Lawns with fine grassing including ploughing , dressing (Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10cm apart, including supplying and spreading of farm yard manure at rate of 0.6cum per 100sqm |
| 4 | (SH: Sport Complex) |
| 5 | EARTHWORKEarth 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. All kinds of soil. |
| 6 | 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 cum by ramming and watering lead upto 50 m and lift upto 1.5 m |
| 7 | Supplying and filling in plinth with sandy soil under floors including, watering ,ramming consolidating and dressing complete. |
| 8 | CONCRETE WORKProviding and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level.a) 1 : 4 : 8 (1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 9 | DAMP PROOF COURSEProviding and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement :2 c/s :4 graded stone aggrt. 20mm nominal size). |
| 10 | STEEL REINFORCEMENTReinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and binding all complete in TMT bars. |
| 11 | FORMWORKCentering & shuttering including strutting & propping etc. & removal of form for: (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 12 | b) Columns ,Pillars,Piers,Abutments, Posts and Struts. |
| 13 | c) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers |
| 14 | d) Suspended floors, roofs, landings, balconies and access platform |
| 15 | e) Stairs,(excluding Landings) except spiral staircase |
| 16 | (f) Walls (any thickness) including attached pilasters, buttresses plinth and string courses etc. |
| 17 | RE-INFORCED CEMENT CONCRETE WORKProviding and laying in position specified grade of reinforced cement concrete work excluding cost of centering, shuttering 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) |
| 18 | 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. up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 3.2.2 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 19 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15o 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, with 3.3.1 in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nominal size ). |
| 20 | BRICK WORKHalf brick masonary with first class common burnt clay F.P.S (non modular) bricks in foundation and plinth in:Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 21 | Half brick masonary with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto V level in a) Cement mortar 1:3 (1 cement : 3 c/sand) |
| 22 | CEMENT PLASTER IN FINE SANDCement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 20mm cement plaster |
| 23 | 15mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement : 4 fine sand) |
| 24 | CEMENT PAINTING:- ORDINARYApplying one coat of water thinnable cement primer of approved brand and manufacture on wall surface-Water thinnable cement primer |
| 25 | CEMENT PAINTING:- WITH WATER PROOF CEMENT PAINTFinishing walls with water-proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 26 | PLASTER OF PARISProviding and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 27 | WOOD WORKSProviding 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 fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :Local best quality Tolhao wood: |
| 28 | Providing and fixing panelled or panelled and glaze shutters for doors, windows and clerestory windows including ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.Local best quality Tolhao wood: 35mm thick shutters |
| 29 | Providing and fixing ISI marked oxidised M.S sliding door bolts with screws etc. complete:300 x 16mm |
| 30 | Providing and fixing ISI marked oxidised M.S Tower bolts black finish, (Barrel type) with necessary screws etc. complete:250 x 10 |
| 31 | Providing and fixing ISI marked oxidised M.S pressed Butt hinges bright finished with necessary screws etc.125 x 65 x 2.12 mm |
| 32 | PRIMING COATApplying Priming Coat:-With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 33 | SUPERIOR READY MIXED PAINTINGSFinishing walls with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint to give an even shade. Two or more applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand of manufacture. |
| 34 | PLASTIC EMULSION PAINTWall painting with plastic emulsion paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 35 | FLOORINGCement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 stone aggregate 20mm and down guage) finished with a floating coat of neat cement including cement slurry, but excluding the cost of noising of steps etc. complete.40mm thick with 20mm nominal size stone aggregate. |
| 36 | Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in-charge.In flooring on a bed of 10mm thick Mortar 1:4 (1acid proof Cement: 4 C/sand)Acid and alkali resistant tile. |
| 37 | Tile work in skirting, risers of steps and dado (upto 2m height) over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry @ 3.3kg/sqm including pointing with white cement mixed with pigment of matching shade complete.8mm thick. |
| 38 | Providing & fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying i/c painting the exposed portion of loop, all per standard design complete. |
| 39 | COLOUR WASHINGColour washing such as green, blue or buff to give an even shade: New work (two or more coats) with a base coat of white washing with lime. |
| 40 | TUBULAR TRUSSESSteel work in built up tubular (round, square or rectangular tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a coat of approved steel primer, including welding and bolted including special shape washer etc. complete.New work (two or more coats) with a base coat of white washing with lime. |
| 41 | SLOPE ROOFS: C.G.I SHEETProviding corrugated G.S sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting of size and shape wherever required. 1.00mm thick with zinc coating not less than 275gm/m2 |
| 42 | Providing ridges or hips of width 60 cm over all width plain G.S sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I limpet and bitumen washers complete.1.60mm thick with zinc coating not less than 350gm/m2 |
| 43 | CEILINGSProviding 10mm thick plaster of paris (gypsum anhydrous) ceiling upto a height of 5m above floor level over first class kail wood strips 25x6 mm with 10mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately):Flat surfaces |
| 44 | SANITARY INSTALLATIONS 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: White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests |
| 45 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. |
| 46 | 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 |
| 47 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectivelv with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.l clamps including painting of fittings and brackets, cutting and making good walls and floors wherever required :One urinal basin with 5 litre white PVC automatic flushing cistern |
| 48 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 49 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 50 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia |
| 51 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete semi rigid pipe 40 mm |
| 52 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm |
| 53 | WATER SUPPLYProviding 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 & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.a) 32 mm dia pipe |
| 54 | b) 50 mm dia pipe |
| 55 | 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 wall etca) 25 mm dia pipe |
| 56 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 120701 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 |
| 57 | (SH: Approach Road) |
| 58 | D) Granular Base/Sub-Base with naturally occuring Sand Gravel materialProviding laying and compacting Granular Base/Sub base according to lines, grades and cross sections by using naturally occurred Sand Gravel/confrming to IRC- Grd - II of MOST Specification free from organic or other deleterious constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both sides etc. complete as directed by Engineer-in-charge. |
| 59 | Providing, Laying, Spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening, binding materials to fill up the interstices of Coarse aggregate, watering and compacting to the required density.Providing, Laying, Spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening, binding materials to fill up the interstices of Coarse aggregate, watering and compacting to the required density.i) Grading - I |
| 60 | ii) Grading - II |
| 61 | A) Prime Coat on WMM/WBM(i) P&A primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and sprayung primer @ 0.7 kg/sqm using mechanical means |
| 62 | P&A tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg/sqm on the prepared bituminous/ granular surface clean with mechanical brooms |
| 63 | Open graded premix surfacing (Providing laying and rolling of open graded premix surfacing of 20 mm thckness composed of 13.2 mm to 5.6 mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades)ii) Case -II: Using penetration grade bitumen and hot bitumen mixer 0.5cum. |
| 64 | Seal Coat (providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats |
| 65 | (SH : Retaining Wall) |
| 66 | Excavation for Structures Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.(I) Ordinary soil(B) Mechanical Means (i) Depth upto 3 m |
| 67 | 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, place in foundation and compacted by vibration including curing for 14 days. |
| 68 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsA Random Rubble Masonry |
| 69 | Providing weep holes in brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full wifth of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 70 | SH: 1.50 m span RCC slab culvert |
| 71 | Excavation for Structures(Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)(i) Ordinary soilB Mechanical Means (Depth upto 3 m) |
| 72 | Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5m metres below ground/bed level and upto height of 1.5m above ground/bed level |
| 73 | Plain cement concrete M-15 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m below ground/bed level and or 1.5m above ground/bed level i/c formwork |
| 74 | Reinforced cement concrete M-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position |
| 75 | Reinforced cement concrete mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position i) M-20 |
| 76 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 77 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification |
| 78 | (SH: RCC Drain) |
| 79 | EARTH WORKEarth 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. All kinds of soil. |
| 80 | CONCRETE WORKProviding and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level.a) 1 : 4 : 8 (1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 81 | STEEL REINFORCEMENTReinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and binding all complete in TMT bars. |
| 82 | FORMWORKCentering & shuttering including strutting & propping etc. & removal of form for: (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 83 | (b) Walls (any thickness) including attached pilasters, buttresses plinth and string courses etc. |
| 84 | REINFORCED CEMENT CONCRETE WORKProviding and laying in position specified grade of reinforced cement concrete work excluding cost of centering, shuttering 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) |
| 85 | 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. up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 3.2.2 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 86 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 87 | (SH: Compound fencing and Gate) |
| 88 | Earthwork 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. All kinds of soil. |
| 89 | 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 cum by ramming and watering lead upto 50 m and lift upto 1.5 m |
| 90 | Providing and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level. a) 1 : 4 : 8 (1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 91 | Reinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and binding all complete in TMT bars. |
| 92 | Providing and laying in position specified grade of reinforced cement concrete work excluding cost of centering, shuttering 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) |
| 93 | 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. up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 3.2.2 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 94 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15o 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, with 3.3.1 in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nominal size ). |
| 95 | Centering & shuttering including strutting & propping etc. & removal of form for: (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 96 | B) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers |
| 97 | C) Columns ,Pillars,Piers,Abutments, Posts and Struts. |
| 98 | Half brick masonary with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto V level in a) Cement mortar 1:4 (1 cement : 4 c/sand) |
| 99 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. (a) Using flats 30x6mm for diagonal braces and central cross piece. |
| 100 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete. |
| 101 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:(i) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 102 | SH: Septic Tank |
| 103 | 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 and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil. |
| 104 | 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. |
| 105 | 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) |
| 106 | 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 :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) |
| 107 | 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. |
| 108 | Centering and shuttering including strutting, propping etc. and removalof form for a) Foundation footings,bases of concrete etc,mass concrete |
| 109 | Rectangular shape 600x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5 |
| 110 | SH: Ground sump |
| 111 | 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 -All kinds of soil |
| 112 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 113 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:2:4 ( 1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 114 | Steel reinforcement for R.C.C. works including straightening, cutting, bending, binding and placing in position all complete(a) TMT steel bars |
| 115 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Foundation footings, bases of column etc. and mass concrete |
| 116 | b) suspended floors, roofs, landings, balconies and access platform. |
| 117 | c) edges of slabs and breaks in floors and walls under 20 cm wide . |
| 118 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand) |
| 119 | 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 upto 50 metres lift upto 1.5 metre. |
| 120 | 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 casesabove plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 121 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1) 1:4 (1 cement : 4 fine sand) |
| 122 | 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 pipe & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work - 100 mm nominal outer dia Pipes |
| 123 | SH: Garrage |
| 124 | Earthwork 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. All kinds of soil. All kinds of soil. |
| 125 | Providing and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level. a) 1 : 4 : 8 (1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 126 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars |
| 127 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundation, footings, bases of columns etc. and mass concrete. |
| 128 | (b) Columns, pillars, Piers, Abutments, Posts and Struts |
| 129 | (C) Lintels, beams, plinth beam, girders, bressumers and cantilevers. |
| 130 | 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) b) 1: 1.5: 3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm. nominal size). |
| 131 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttress, plinth and string Coarses, fillets, columns, pillars, piers, abutments posts and struts etc. above plinth level upto floor five level excluding cost of centering, shuttering, finishing and reinforcement b)1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggrt, 20mm nominal size). |
| 132 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 133 | 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 upto 50 metres lift upto 1.5 metre |
| 134 | Supplying and filling in plinth with sandy soil under floors including, watering ,ramming consolidating and dressing complete. |
| 135 | Half brick masonary with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto V level in a) Cement mortar 1:4 (1 cement : 4 c/sand) |
| 136 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 coarse sand). |
| 137 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement : 4 Coarse sand) |
| 138 | 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. |
| 139 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement prime |
| 140 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade. Two or more coats on new work |
| 141 | Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 142 | 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. Hot finished welded type tubes. |
| 143 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) 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 15-18 microns. Sheet should have protective guard film of 25 microns minimum |
| 144 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500-600mm) Precoated Galvanise |
| 145 | (SH: Office Block) |
| 146 | Earthwork 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. All kinds of soil. All kinds of soil. |
| 147 | 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 cum by ramming and watering lead upto 50 m and lift upto 1.5 m |
| 148 | Supplying and filling in plinth with sandy soil under floors including, watering ,ramming consolidating and dressing complete. |
| 149 | Sub-Head:- Concrete & RCC WorkProviding and laying in position cement concreteof specified grade excluding the cost of centering & shuttering. All works upto plinth level.a) 1 : 4 : 8 (1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). |
| 150 | Providing and laying in position specified grade of reinforced cement concrete work excluding cost of centering, shuttering 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) |
| 151 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15o 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, with 3.3.1 in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nominal size ). |
| 152 | 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. up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 3.2.2 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size ) |
| 153 | Reinforcement for R.C.C. work i/c.straightening, cutting, bending, binding ,placing in position and binding all complete in TMT bars. |
| 154 | Centering & shuttering including strutting & propping etc. & removal of form for: (a) Foundation, footings, bases of columns etc. for mass concrete. |
| 155 | b) Columns ,Pillars,Piers,Abutments, Posts and Struts. |
| 156 | c) Lintels ,beams,plinth beams ,girders, bressumers and cantilevers |
| 157 | d) Weather shade, Chajjas, corbels etc, i/c edges |
| 158 | Brick work with 1st class common burnt clay F.P.S (non modular) bricks in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 159 | Half brick masonary with 1st class common burnt clay F.P.S (non modular) bricks in superstructure above plinth level upto floor V level in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 160 | 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 fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :Local best quality Tolhao wood: |
| 161 | Providing and fixing panelled or panelled and glaze shutters for doors, windows and clerestory windows including ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.Local best quality Tolhao wood: 35mm thick shutters |
| 162 | P/F M.S. grill of required pattern in frames of windows etc. with MS flats, round or square bars etc i/c priming coat with approved steel primer all complete. Fix to openings/window frames with rawl plugs screw etc. |
| 163 | Providing and fixing ISI marked oxidised M.S sliding door bolts with screws etc. complete:300 x 16mm |
| 164 | Providing and fixing ISI marked oxidised M.S Tower bolts black finish, (Barrel type) with necessary screws etc. complete:a) 250 x 10mm |
| 165 | b) 150 x 10mm |
| 166 | Providing and fixing ISI marked oxidised M.S handles conforming to IS:4992 with necessary screws etc complete:a) 125mm |
| 167 | b) 100mm |
| 168 | Providing 40x5 mm flat iron hold fast 40 cm long i/c fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1cement : 3 c/sand : 6 graded stone aggrt. 20mm n/size). |
| 169 | Providing & fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying i/c painting the exposed portion of loop, all per standard design complete. |
| 170 | Providing and laying Ceramic glazed floor tiles 300x300 mm(thickness to be specitied by the manutacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades except white Ivory, Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement: 4 C/sand) i/c pointing of the joints with white cement and matching pigments etc complete. |
| 171 | Tile work in skirting, risers of steps and dado (upto 2m height) over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry @ 3.3kg/sqm including pointing with white cement mixed with pigment of matching shade complete.8mm thick. |
| 172 | 12mm cement plaster of mix:1:4 (1 cement : 4 fine sand) |
| 173 | 15mm cement plaster 1:3 (1 Cement : 3 c/sand) finished with a floating coat on rough side of single or half brick wall: |
| 174 | Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 175 | Distempering with oil bound washable distemper of approved brand or manufacturer to give an even shadeNew work (two or more coats) over and i/c priming coat with cement primer: |
| 176 | Finishing walls with water-proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 177 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint to give an even shade. Two or more applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand of manufacture. |
| 178 | Painting with silicon and acrylic emulsion based water thinnable sealer of approved barand and manufacture on wet or patchy portion of plaster surface : one coat. |
| 179 | Polishing on wood work with rreadymade wax polish of approved brand and manufacture : New work |
| 180 | Applying Priming Coat:-With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 181 | Painting with synthetic enammel paint of approved brand and manufacture to give an even shade : 2 or more coats on new work |
| 182 | Providing wood work in trusses , purlins, rafter, posts, post plate wall plate& the like wrought framed hoisted & fixed in position.-First class Uningthou wood |
| 183 | Providing and fixing Pre-coated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) with zinc coating 120 gms 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 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supply in single length upto 12m or as directed by engineer- in - charge. The sheet shall be fix using self drilling / self tapping screws of size (5.5x55mm) with EPDM sheal complete upto any pitch in hzl/ vertical or curve surfaces, e/c the cost of purlin,rafter and trusses and i/c cutting to size and shape whereever required with : precoated galvanines iron profile sheet 0.35mm thick. |
| 184 | Providing and fixing Pre-coated galvanised steel sheet roofing accessories, zinc coating 120gsm as per IS:277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or GI seam bolts and nuts , GI plain and bitumen washers complete:Ridges plain (500 - 600mm)precoated galvanized iron profile sheets 0.35mm thick |
| 185 | P/F insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid seperately): white face insulating board. |
| 186 | Providing Wood work in frame of false ceiling, partition etc sawn & put up in position. Local Uningthou wood |
| 187 | Providing and fixing 20 mm plank as eave board with:-(Tolhao/Uchan wood) |
| 188 | D) Granular Base/Sub-Base with naturally occuring Sand Gravel materialProviding laying and compacting Granular Base/Sub base according to lines, grades and cross sections by using naturally occurred Sand Gravel/confrming to IRC- Grd - II of MOST Specification free from organic or other deleterious constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both sides etc. complete as directed by Engineer-in-charge. |
| 189 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutteringAll work upto plinth level:1:2:4 (1 cement : 2 C/Sand : 4 graded stone aggr. 20mm nominal size) |
| 190 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm) finished with a floating coat of neat cement i/c cement slurry, but e/c the cost of nosing of steps etc. complete40 mm thick with 20mm n/size stone aggrt. |
| 191 | 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:White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests |
| 192 | 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 :W.C. pan with ISI marked white solid plastic seat and lid. |
| 193 | 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 |
| 194 | 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 :Kitchen sink with drain board510x1040 mm bowl depth 250 mm |
| 195 | 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 wall etca) 15 mm dia pipe |
| 196 | b) 25 mm dia pipe |
| 197 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm |
| 198 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore |
| 199 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore Please Enable Macros to View BoQ information |
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