|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) infoundation 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. All kinds of soil. |
| 3 | Dry stone pitching ( any thickness ) including cost of stones on horizontal. |
| 4 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level1:4:8 (1 cement : 4 manufactured sand derived from Recycled ConcreteAggregate (RCA) : 8 graded stone aggregate 40 mm nominal size RecycledAggregate (RA) |
| 5 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, 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) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Providing & fixing upto floor five level precast cement concrete solid blocks includinghoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost ofrequired centring, shuttering and curing complete1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominalsize) |
| 9 | Providing & fixing upto floor five level compressed stabilized earth blocks (CEB)made an appropriate mix of dry inorganic subsoil, non-expansive clay, sand, andaggregate with 5% cement as stabilizer, in mud mortar, including cost of materialscomplete. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of formwork for : Foundations, footings, bases for columns |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 13 | Suspended floors, roofs, landings, balconies and access platform |
| 14 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 15 | Providing wood work in frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position with hold fast lugs or with dashfasteners of required dia & length (hold fast lugs or dash fastener shall be paidfor separately). Second class Kail wood |
| 16 | Providing and fixing panelled or panelled and glazed shutters for doors, windowsand clerestory windows fixing with butt hinges of required size with necessaryscrews, excluding panelling which will be paid for separately, all complete as perdirection of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall bepaid separately) Second class teak wood 35 mm thick shutters |
| 17 | Providing and fixing factory made uPVC white colour casement/casement cumfixed glazed windowscomprising of uPVC multi-chambered frame, sash andmullion (where ever required) extruded profilesduly reinforced with 1.60 ± 0.2mm thick galvanized mild steel section made from roll forming processofrequired length (shape & size according to uPVC profile), uPVC extruded glazingbeads of appropriatedimension, EPDM gasket, stainless steel (SS 304 grade)friction hinges, zinc alloy (white powder coated)casement handles, G.I fasteners100 x 8 mm size for fixing frame to finished wall, plastic packers, plasticcaps andnecessary stainless steel screws etc. Profile of frame & sash shall be mitred cutand fusionwelded at all corners, mullion (if required) shall be also fusion weldedincluding drilling of holes for fixinghardware's and drainage of water etc. Afterfixing frame the gap between frame and adjacent finished wallshall be filled withweather proof silicon sealant over backer rod of required size and of approvedquality,all complete as per approved drawing & direction of Engineer-in-Charge.(Single / double glass panes andsilicon sealant shall be paid separately). Variationin profile dimension in higher side shall be acceptedbut no extra payment on thisaccount shall be made.For uPVC frame, sash and mullion extruded profiles minus 5% tolerance indimension i.e. in depth& width of profile shall be acceptable.uPVC profile shouldbe tested by BSI(UK) & SKZ(Germany) @25000 weathering hoursCasement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) madeof (big seriesframe 67 x 60 mm & sash 67 x 80 mm both having wall thickness of2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriatedimension. (Area of window above 0.75 sqm.) |
| 18 | Rough cast plaster upto 10 m height above ground level with a mixture of sandand gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over andincluding the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Ordinary cement finish using ordinary cement |
| 19 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 20 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 21 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate) finished40 mm thick with 20 mm nominal size stone aggregate |
| 22 | Providing and applying plaster of paris putty of 2 mm thickness over plasteredsurface to prepare the surface even and smooth complete. |
| 23 | Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coatwith cement primer |
| 24 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture ofrequired colour to give an even shade :Two or more coats on new work over an under coat of suitable shade withordinary paint of approved brand and manufacture |
| 26 | Marble stone flooring with 18 mm thick marble stone, as per sample of marbleapproved by Engineer-in-charge, over 20 mm (average) thick base of cementmortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry,including rubbing and polishing complete with : |
| 27 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622(thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cementmortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @3.3kg per sqm, including pointing in white cement mixed with pigment ofmatching shade complete. |
| 28 | Providing and laying vitrified floor tiles in different sizes (thickness to be specifiedby the manufacturer) with water absorption less than 0.08% and conforming toIS: 15622, of approved make, in all colours and shades, laid on 20mm thickcement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @3.3 kg/ sqm including grouting the joints with white cement and matchingpigments etc., complete.Size of Tile 600x600 mm |
| 29 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts andscrews etc. complete :300x16 mm |
| 30 | Providing and fixing bright finished brass handles with screws etc. complete: 125 mm |
| 31 | Providing and fixing of ornamental ladakhishingstak over door and windows complete job. |
| 32 | Providing & fixing White vitreous china water closet squatting pan (Indian type)along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\" trapat site complete with all operations including all necessary materials, labour anddisposal of dismantled material i/c malba, all complete as per the direction ofEngineer-in charge. Orissa pattern W.C Pan of size 580x440 mm |
| 33 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32mm C.P. brass waste of standard pattern, including painting of fittings andbrackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P.brass pillar taps. |
| 34 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot& cold water supply including all PP - R plain & brass threaded polypropylenerandom fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includestesting of joints complete as per direction of Engineer in Charge. (Internal workexposedon wall) PN - 16 Pipe, 32mm OD (SDR-7.4) |
| 35 | Providing and fixing pliasticised PVC connection including all fitting and excavation of unhygienic malbas. 4'' Bathroom & kitchen Complete job. |
| 36 | 6'' Bathroom & kitchen Complete job. |
| 37 | Providing fixing shower in bathroom of approved make complete job. |
| 38 | Providing and placing on terrace (at all floor levels) polyethylene water storagetank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and thebase support for tank |
| 39 | Providing and fixing of heat wire k-flax, glasswool, chicken mesh, aluminium sheet all complete job. |
| 40 | Providing and fixing 50 mm thick extruded polystyrene rigid insulation board ofrequired size betweencavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of0.0289 W/m K as per ASTM C 578(measured as per IS 3346), compressive strength of > 350 kPa listed asper ASTM D1621, density of 34-36 kg/m3 as per ASTM D 1622, water absorptions < 1% byvolume as perASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D2863, cell size 0.4 mm of dia (max) asper ASTM D 3576. Fire retardent property asper DIN 4102, Part 1 of class B2 and as per ASTM E84 classA, fixed with suitablewater based adhesive and fastener, complete in all respect as per the direction ofEngineer-in-Charge. |
| 41 | Providing and fixing 50 mm thick extruded polystyrene rigid insulation board ofrequired size underdeckon ceiling surface, complying with ISO 4898:2008 & ASTMC 578-08b - type VI, having thermalconductivity of 0.0289 W/m K as per ASTM C578 (measured as per IS 3346), compressive strength of >351 kPa listed as perASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorptions <1%by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as perASTM D 2863, cell size 0.4 mmof dia (max) as per ASTM D 3576. Fire retardentproperty as per DIN 4102, Part 1 of class B2 and as perASTM E84 class A, fixedwith suitable water based adhesive and fastener, complete in all respect as perthedirection of Engineer-in-Charge. |
| 42 | Providing and fixing toilet paper holder :C.P. brass ( Approved brand ) |
| 43 | Providing and fixing mirror of superior glass (of approved quality) and of requiredshape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing Rectangular shape 1500x450 mm ( Approved brand ) |
| 44 | Providing and fixing of nominal bore of standard back type basin mixer of approved brand 1.97 km ( Approved brand ) |
| 45 | Providing and fixing C.P. brass long nose bib cock of approved quality conformingto IS standards and weighing not less than 810 gms. 15mm nominal bore. ( Approved brand ) |
| 46 | Proviiding and fixing of required capacity of geyser incl fixing all complete job 25 ltr capacity. Approved quality |
| 47 | Providing and fixing of FIT 25MM |
| 48 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed inposition with necessary stainless steel screws etc. Budloo/Fir wood |
| 49 | Providing and fixing plywood 6mm thick, one side decorative veneer conforming to IS : 1328 ( TYPE-1 ) For plain lining / cladding with necessary screws, including priming coat on unexposed surface with : Decorative veneer facings of approved manufacture including carriage complete job |
| 50 | Providing and fixing wooden moulded corner beading of triangular shape to thejunction of panelling etc.with iron screws, plugs and priming coat on unexposedsurface etc. complete 2nd class teak wood. 50x50 mm (base and height) |
| 51 | wooden planking, tongued and grooved in flooring, including fixing withiron screws complete with :25 mm First class kail wood. |
| 52 | French spirit polishing : Two or more coats on new works including a coat of wood filler |
| 53 | Carriage of lead Cement …................................ 150 km |
| 54 | Carriage of lead Sand + agg …................................ 30 km |
| 55 | Carriage of lead stone …........................................10 km |
| 56 | Carriage of lead Steel …........................................... 155 km |
| 57 | Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed medium class PVCconduit, with modular switch, modular plate, suitable GI boxand earthing the point with 1.5 sq.mm FRLS PVC insulatedcopper conductor single core cable etc. as required. Group A |
| 58 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit asrequired. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 59 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 60 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire |
| 61 | Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections butexcluding modular plate etc. as required. 5/6 A switch |
| 62 | 3 pin 5/6 A socket outlet |
| 63 | Supplying and fixing suitable size GI box with modular plate andcover in front on surface or in recess, including providng andfixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 Amodular switch, connections etc. as required. (For light plugs tobe used in non residential buildings). |
| 64 | Supplying and fixing suitable size GI box with modular plate andcover in front on surface or in recess, including providing andfixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 Amodular switch, connections etc. as required. |
| 65 | Supplying and fixing following way, horizontal type three poleand neutral, sheet steel, MCB distribution board, 415 V, onsurface/ recess, complete with tinned copper bus bar, neutralbus bar, earth bar, din bar, interconnections, powder paintedincluding earthing etc. as required. (But withoutMCB/RCCB/Isolator) 6 way (4 + 18), Double door |
| 66 | 8 way (4 + 24), Double door |
| 67 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\"curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required.Single pole6/16 amp |
| 68 | Supplying and fixing of following sizes of medium class PVCconduit along with accessories in surface/recess includingcutting the wall and making good the same in case of recessedconduit as required.25 mm |
| 69 | Supply, installation, testing & commissioning of GI Electrode Earthing with 84mm dia and 3 mete length, with 84mm dia and 3 meter length, with 3mm thick the electrode should be hot dip galvinised. The GI Electrode shall be pre filled with cristaline Conductive Material ( CCM ) The GI eletrode shall be surrounded with BEE MOIST compound to Provide maximum contact between the electrode and compound should be eco-friendly GI Electrode Earthing should be eco- friendly GI Electorde Earthing should be maintinance free and does not required regular manual addition of water. The earthing pit should be covered with PVC cover. |
| 70 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metrebelow ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of G.I. nutbolt & spring washer spaced at 50mm) |
| 71 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or inrecess for connections etc. as required. |
| 72 | Providing and fixing following rating and breaking capacity andpole MCCB with thermomagnetic release and terminalspreaders in existing cubicle panel board including drilling holesin cubicle panel, making connections, etc. as required. 250 A,36KA,FPMCCB |
| 73 | On load change over switch 100 Amp |
| 74 | Fabrication, supplying , installation testing and commissioning of following pannel made out of 2mm thick M.S Sheet, floor mounted, vermin & dust proof, indoor, duly painted with provision for fixing of 1 nos incomer MCCB, MCCB TYPE change over switch-1 No including supply and fixing 2 set of Aluminium bus bar and strip for housing MCB,s 24 Nos , MF Digital meter and other allied accessories as required ( Make as per annexure ) |
| 75 | Supplying and fixing following rating, four pole, 415 V, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required. 63 A |
| 76 | TPN 63 Amp |
| 77 | Supplying and fixing of 120 watt LED Street Light complete with GI pipe bracket duly embeded along the parapet / wall . Wipro LR02- 132-XXX-57-G2 OR Equivalent approved make |
| 78 | 20 watt LED tube light fitting LL20-221-XXX-65NE of wipro or equivalent make and model philips/ Crompton Greaves. |
| 79 | Supplying and fixing of following electrical items suitable for operating on 240/ 230 volts AC, 50 HZ Supply, including connection etc. as required Exhaust fan 300 mm size ( Heavy duty ) CG transair or equivalent approved make. |
| 80 | Supply and fixing LED type down lighter 20 watt |
| 81 | Supplying and fixing of 1.1 KV PVC insulated and PVC sheathed XLPE at power cable tray 0.50 mtr below ground level etc. as required including carriage upto site of work ( make as per annexure enclosed ) 35 sqm 3.5 Core Armoured. |
| 82 | Earth work in excavation by mechanical means (Hydraulic excavator) infoundation 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. All kinds of soil. |
| 83 | Dry stone pitching ( any thickness ) including cost of stones on horizontal. |
| 84 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 manufactured sand derived from Recycled ConcreteAggregate (RCA) : 8 graded stone aggregate 40 mm nominal size RecycledAggregate (RA) |
| 85 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 86 | Providing & fixing upto floor five level precast cement concrete solid blocks includinghoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost ofrequired centring, shuttering and curing complete1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominalsize) |
| 87 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, 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) |
| 88 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 89 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 90 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 91 | Providing wood work in frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position with hold fast lugs or with dashfasteners of required dia & length (hold fast lugs or dash fastener shall be paidfor separately) Budloo wood. |
| 92 | Providing and fixing panelled or panelled and glazed shutters for doors, windowsand clerestory windows fixing with butt hinges of required size with necessaryscrews, excluding panelling which will be paid for separately, all complete as perdirection of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall bepaid separately) First class kail wood 35 mm thick shutters |
| 93 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, 4.0 mm thick glass panes |
| 94 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) |
| 95 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 96 | Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coatwith cement primer |
| 97 | Painting with synthetic enamel paint of approved brand and manufacture ofrequired colour to give an even shade :Two or more coats on new work over an under coat of suitable shade withordinary paint of approved brand and manufacture |
| 98 | White washing with lime to give an even shade : New work (three or more coats) |
| 99 | Cement and steel avg lead …............................... 155km |
| 100 | Sand avg lead …................................... 30 km |
| 101 | Stone aggregate avg lead …..................... 30km |
| 102 | Stone avg lead …....................... 10km |
| 103 | Construction of granular sub-base by providing close graded Material conformingto specifications, mixing in a mechanical mix plant at OMC, carriage of mixedmaterial by tippers to work site, for all leads & lifts, spreading in uniform layers ofspecified thickness with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete as perspecifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) havingCBR Value-26 |
| 104 | Providing, laying, spreading and compacting graded stone aggregate (size range53 mm to 0.075 mm ) to wet mix macadam (WMM) specification includingpremixing the material with water at OMC in for all leads & lifts, laying in uniformlayers with mechanical paverfinisher in sub- base / base course on well preparedsurface and compacting with vibratory roller of 8 to 10 tonne capacity toachievethe desired density, complete as per specifications and directions ofEngineer-in-Charge. |
| 105 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887,using emulsion pressure distributer including preparing the surface & cleaningwith mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm |
| 106 | Providing and laying Dense Graded Bituminous Macadam using crushed stoneaggregates of specified grading, premixed with bituminous binder and filler,transporting the hot mix to work site by tippers, laying with paver finisherequiped with electronic sensor to the required grade, level and alignment androlling with smooth wheeled, vibratory and tandem rollers as per specificationsto achieve the desired compaction and density, complete as per specificatonsand directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5%(percentage by weight of total mix) and lime filler @ 2% (percentage by weight ofAggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 107 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hotbitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively,including a tack coat with hot straight run bitumen, including consolidation withroad roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid forseparately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at therate of 70 grams per kg of asphalt |
| 108 | Earth work in rough excavation, banking excavated earth in layers not exceeding20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller orwooden or steel rammers, and rolling every 3rd and top-most layer with powerroller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks, marginal banks and guide banks or filling up ground depressions, leadupto 50 m and lift upto 1.5 m : All kinds of soil |
| 109 | Random rubble masonry with hard stone in superstructure above plinth level andupto floor five level, including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills,ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 110 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominalsize). |
| 111 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 112 | Dry stone pitching ( any thickness ) including cost of stones on horizontal. |
| 113 | Providing and laying of M.S pipe for crossing including trench excavation, laying of pipe in proper grade and slope, refilling the earth and make the surface good, including cost of pipe and carriage etc complete. M.S Pipe 300mm dia. |
| 114 | M.S Pipe 450mm dia. |
| 115 | Carriage of material from different sorce to site of work by mechanical transport. Cement lead …...................... 155 km |
| 116 | Sand + Aggregate lead …........................ 30 km |
| 117 | Earth …................................. 1 km |
| 118 | Stone….......................... 7 km |
| 119 | Earth work in excavation by mechanical means ( Hydraulic excavator ) in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm or drains ( not exceeding 1.5 min width or 10 sqm on plan), including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m |
| 120 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 121 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 122 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 123 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stoneaggregate 12.5mm nominal size derived from natural sources) |
| 124 | Providing & fixing upto floor five level precast cement concrete solid blocks includinghoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost ofrequired centring, shuttering and curing complete1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominalsize) |
| 125 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, 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 :1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 126 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 127 | Centering and shuttering including strutting, propping etc. and removal of formwork for : Columns, piers, abutments, pillars, posts and struts |
| 128 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) |
| 129 | Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coatwith cement primer |
| 130 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, |
| 131 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixedwith polymer coated J or L hooks, bolts and nuts 8 mm diametre with bitumenand G.I. limpet washers or with G.I. limpet washers filled with white lead,including a coat of approved steel primer and two coats of approved paint onoverlapping of sheets complete (up to any pitch in horizontal/ vertical or curvedsurfaces), excluding the cost of purlins,rafters and trusses and including cuttingto size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m3 |
| 132 | Providing and laying 40mm thick factory made cement concrete paverblocks laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the concrete interlocking paver block of M-30 grade made by block making machine with a strong vibratory compaction of approved size, design & shape , laid joints with lime sand etc. all complete as per the direction of Engineer-in- charge. |
| 133 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil |
| 134 | Carriage of Cement from an average lead up to …....................155 km |
| 135 | Sand and stone aggregate lead …......................... 20 km |
| 136 | Stone avg lead …....................... 15 km Please Enable Macros to View BoQ information |
