|
| 1 | Labour charges for erection of tubular truss up to 5 mts lift including errection of columns, trusses, purlins etc. with all tools; scaffoldings etc. complete all as directed by EIC. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or leaner mix (i/c equivalent design |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | Demolishing brick work manually / by mechanical means includig stacking of serviceable material and disposal of unserviceable material with in 50mts lead as pe direction of EIC. -In cement mortar |
| 5 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats |
| 6 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 7 | Labour charges for dismantling GI barbed wire fencingincluding RCC posts and barbed wire including making rolls of the barbed wire, making good the ground after excavation and stacking all material at site with in a lead of 100mtrs complete all as directed by EIC. |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, bruss wood, trees and sapling of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 mts outside the periphery of the area cleared. |
| 9 | Drilling or Boring all type of strata for the following dia-meters of piles up to any depth below ground level duly supported by drilling fluids or by casing pipe which may be with draw while connecting by any approved method and disposal of cutting to any lead etc. The rate includes hire charges of mechinary mobilization and de mobilization charges, operational chargesas well as assembling and dismantilling charges of equipment complete all as directed by EIC 300 mm Dia Aguar boring holes |
| 10 | 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. |
| 11 | 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. |
| 12 | Supplying and filling of Gravel in plinth including excavation, loading, transportating and unloading at site of work in gravel, wet sand not under water with all lead and lifts including watering, consolidatiion with hand hammer etc. complete as directed by EIC. Note :-1) Finding the source of gravel will be theresponsibility of contractor. |
| 13 | Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete. |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1:cement, 4:coarse sand, 8:graded stone aggregate 40mm nominal size). |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: 1:2:4 (1:cement, 2:coarse sand, 4:graded stone aggregate 20mm nominal size). |
| 16 | Providing and laying in position reinforced cement concrete of specified grade excluding cost of centering, shuttering, finishing and reinforcement - All works upto plinth level1:1.5:3 ( 1 cement, 1.5 course sand, 3 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concretework in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering finishing and reinforcement: 1:1.5:3 (1-Cement, 1.5-Coarse sand, 3-graded stone aggregate 20mm nominal size) |
| 18 | Providing and laying in position reinforced cement concrete of specified grade excluding cost of centering, shuttering, finishing and reinforcement - All works upto plinth level1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 19 | 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 |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and struts. |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, blessumers and cantilevers. |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges |
| 24 | Brick work in CM 1:6 (1:cement, 6:coarse sand) using best available country bricks for foundation, basement and plinth including racking out joints, pointing, curing etc. complete all as directed by Engineer-in-charge. |
| 25 | Brick work in CM 1:6 (1:cement, 6:coarse sand) using best available country bricks in superstructure including racking out joints, pointing, curing etc. complete all as directed by EIC. Above plinth level up to floor five level. |
| 26 | Providing and laying brick on flat flooring with best available good quality country bricks laid to uniform grade filling the interstices with river sand etc. complete all as directed by Engineer-in-charge. |
| 27 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 28 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 29 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 30 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 31 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 32 | 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 |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 34 | 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 2.4 m 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) |
| 35 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 36 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 37 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 38 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. |
| 39 | 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 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 of matching shade complete |
| 40 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 41 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 42 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 8 mm thickness |
| 43 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 44 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. |
| 45 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - white |
| 46 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 X 260 X 350 mm abd 340x410x265mm size respectively. |
| 47 | 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 and brackets, cutting and making good the walls wherever require:White Vitreous china Flat back wash basin size 550x400mmwith single 15mm C.P. brass pillar tap. |
| 48 | 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 6mm thick hard board backing: Rectangular shape 453x357mm. |
| 49 | Providing and fixing stainless steel soap tray etc.complete all as directed by EIC. |
| 50 | Providing and fixing brass bib cock of approved quality :15 mm nominal bore |
| 51 | Providing and fixing brass stop cock of approved quality :15 mm nominal bore |
| 52 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter |
| 53 | Providing and fixing 75mm dia PVC Cowl including testing the jounts etc all complete as directed by EIC. |
| 54 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 55 | Providing and fixing G.I. pipes (medium grade-B class) complete with G.I. fittings excluding trenching and refilling etc. (External work) as directed by Engineer-in-Charge. (a) 15mm nominal bore |
| 56 | (b)25mm nominal bore |
| 57 | ( c) 40mm nominal bore |
| 58 | (d) 50mm nominal bore |
| 59 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : (a) 15mm nominal bore |
| 60 | (b)25mm nominal bore |
| 61 | ( c)40mm nominal bore |
| 62 | (d)50mm nominal bore |
| 63 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end). (a)25mm nominal bore |
| 64 | (b)40mm nominal bore |
| 65 | (c)50mm nominal bore |
| 66 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. |
| 67 | Providing and fixing to existing door frames. 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of \"H\" section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. \"U\" cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer\"s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 68 | 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. |
| 69 | Supplyof quarry rubbishincluding excavation, loading at source, transportationunloading and filling at site of work with alllead and lift with quarry rubbish in layers of 20 cm thick each layer including sectioning, watering, consolidation by 8 to 10 tonne capacity power roller etc. complete. Note:-1) Finding the source of quarry rubbish will be the responsibility of contractor. |
| 70 | Collection and supply of hard broken granite variety metalfree from dust obtained by quarrying, wedging, breaking etc. from approved quarry including loading, transportation, unloading at site of work and stacking to measurable standard gauge stacks etc. complete all as directed by EIC (Note : 7.50% deduction shall be made for voids from stack measurements for payment purpose)a)90 mm to 45 mm size stone aggregate |
| 71 | Collection and supply of hard broken granite variety metalfree from dust obtained by quarrying, wedging, breaking etc. from approved quarry including loading, transportation, unloading at site of work and stacking to measurable standard gauge stacks etc. complete all as directed by EIC (Note : 7.50% deduction shall be made for voids from stack measurements for payment purpose)b) 63mm to 45mm size stone aggregate. |
| 72 | Collection and supply of good quality Gravel including loading, transportation, unloading at site of work and stacking to measurable standard gauge stacks etc., complete all as directed by EIC. |
| 73 | Labour charges for Spreading of gravel irrespective of thickness and rolling with 8 to 10 tonnes capacity power roller etc. complete all as directed by EIC. |
| 74 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 75 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm |
| 76 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 77 | Collection, supply and transportation of stone dust /crusher dust at site of work including cost of stacking, spreading and watering etc. complete as directed byEngineer-in-Charge. |
| 78 | Engagingdieselenginepump2.00to5.00 HP capacity for lifting of water upto 6.50mtrs from ground levelincludinghire, operational, fuel, lubricantschargesofthepump and salary of pump operator etc. complete all as directed by EIC.Note:(1) Pump operation to be carried out round the clock as and when required. (2) In case of break down contractor has to make arrangement for alternative engine for ensuring continuous water supply and for that nothing extra shall be paid.In case non-arrrangement penalty will be imposed @ Rs 100.00 per hour. |
| 79 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 900 mm dia RCC pipes. |
