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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 min width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil |
| 2 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller orwooden 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 or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: |
| 3 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with 1/2 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 50 m and lift upto 1.5 m in All kinds of soil: |
| 4 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:50 meter beyond 1m from cutting edge |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil : |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 7 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 9 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 10 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.( Beyond 30 cm girth upto and including 60 cm girth) |
| 11 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 12 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 13 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 15 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 17 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 18 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 19 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.( 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 20 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with( 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with( 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for:Columns, pillars, piers, abutments, posts and struts |
| 27 | 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). |
| 28 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 29 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 30 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)(Quarry stones) |
| 31 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone(Quarry stone) |
| 32 | Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing. One face dressed(Fine chisel dressed) |
| 33 | Extra for fine chisel dressed Devri Stone in square or rectangular Pillars |
| 34 | Providing and laying rough chisel dressed Devri Stone in kerbs, of size200x200 mm face with chamfer in cement mortar 1: 6 (1 cement : 6 coarse sand) including curing. |
| 35 | Providing and fixing in wall lining of specified medium density board, pre-laminated one side decorative lamination other side balancing lamination Grade I, exterior grade, with necessary fixing arrangement and screws etc. complete.MDF Board 25mm thick) |
| 36 | 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, inskirting, 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 37 | 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 fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately)Second class kail wood |
| 38 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately)Second kail wood 35mm thick |
| 39 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. |
| 40 | P/F of Float glass panes 4 mm thick glass pane (weighing not less than 10 kg/sqm) |
| 41 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class Kail wood 35mm thick |
| 42 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze ofaverage width for aperture 1.4 mm in both directions with wire of dia. 0.63 mmfor doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction ofEngineer-in-charge :Second class Kail wood 35mm thick |
| 43 | Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with :2nd class kail wood |
| 44 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets(25 mm dia ( heavy type) |
| 45 | 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 |
| 46 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cementconcrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 47 | Providing and fixing Stainless Steel Butt Hinges with Stainless Steel screws etc. complete.100x58x1.90 mm |
| 48 | Providing and fixing Stainless Steel Butt Hinges with Stainless Steel screws etc. complet 75x47x1.80 mm |
| 49 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete. :150x10 mm |
| 50 | Providing and fixing bright finished brass tower bolts with necessary screws etc. complete. :100x10 mm |
| 51 | Providing and fixing bright finished brass door latch with necessary screws etc.complete. : 300x16x5 mm |
| 52 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 53 | Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc.complete: 40 mm |
| 54 | Providing and fixing bright finished brass handles with screws etc. complete :100mm |
| 55 | Providing and fixing aluminum die cast body tubular type universal hydraulicdoor closer (having brand logo with IS: 3564, embossed on the body, doorweight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete : |
| 56 | Providing and fixing wooden moulded corner beading of size 50x50 mm (base and height) of triangular shape to the junction of paneling etc. with iron screws,plugs and priming coat on unexposed surface etc. complete.Second class kail wood |
| 57 | Providing and fixing 2nd class teak wood lipping/moulded beading or Tajbeading of size 18x5mm fixed with wooden adhesive of approved quality andscrews/nails on the edges of the pre laminated particle board as per directions of the engineer-in-charge |
| 58 | Providing and fixing magnetic catcher of approved quality in cupboard/wardrobe shutters including fixing with necessary screws etc. complete. Triple strip (Vertical type) |
| 59 | Providing and fixing powder coated telescopic drawer channels 300mm longwith necessary screws etc. complete as per directions of engineer-in-charge |
| 60 | 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 |
| 61 | Structural steel work 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(Welded) |
| 62 | Providing and fixing in position collapsible steel shutters with verticalchannels 20x10x2mm and braced with flat iron diagonals 20x5 mm size,with top and bottom rail of T-iron 40x40x6mm, with 40mm dia, steelpulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer, |
| 63 | Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length and jointedtogether at the end by end locks, mounted on specially designed pipe shaftwith brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing andfixing necessary 27.5 cm long wire springs manufactured from high tensilesteel wire of adequate strength confirming to IS:4454 part-1 and M.S. topcover of required thickness for rolling shutters.(80x1.25 mm M.S. laths with 1.25 mm thick top cover) |
| 64 | Steel work in built up tubular (round, square or rectangular hollow tubes, pipes etc.) trusses etc., including cutting , hoisting , fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 65 | 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) |
| 66 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete (50 mm thick with 20mm nominal size stone aggregate) |
| 67 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .Dark shade using ordinary cement. |
| 68 | Flooring with marble stone of specified thickness as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry including rubbing, polishing and curing complete with:Makrana Doongri adanga veined.(18mm) |
| 69 | Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, polishing and curing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) : |
| 70 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., completeIn all colours, shades, except White, Ivory, Fume Red Brown |
| 71 | Providing and laying vitrified floor tiles in different sizes (thickness tobe specified by the manufacturer) with water absorption less than 0.08%and conforming to IS:15622 of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand)including grouting the joints with white cement and matching pigments etc. complete(Size of tile 600x600 mm) |
| 72 | Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse 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 asdirected by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 73 | Providing corrugated G. S. sheet roofing including vertical/curved surfacefixed with polymer coated J or L hooks, bolts and nuts 8mm diameter withbitumen and 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 on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 74 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 75 | Providing and fixing 20mm thick wooden planks ceiling (frame work forbase to be paid for separately) with M.S. screws( Budloo/fir wood) |
| 76 | Providing and fixing of KHATAM BANDI ceiling of first class budloo/fir wood excluding the cost of frame work which is to be paid separately(Changez Khani) |
| 77 | Providing and fixing colour coated CGI profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Providing and fixing precoated galvanised steel sheet roofing accessories0.50 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 : |
| 78 | Providing and fixing plained eaves boarding 2nd class kail wood 300x40 mm (nominal size) |
| 79 | Providing and laying roof insulation with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulationconforming to IS - 12432 Pt. III (density of foam being 40-45 kg/cum),over a coat of polyurethane primer applied @ 6-8 sqm per liter, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40mm thick cement screed 1: 2 : 4 (1 cement : 2 coarse sand : 4 stoneaggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-inCharge. |
| 80 | CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 81 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 82 | 6MM CEMENT PLASTER 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 83 | ROUGH CAST PLASTERRough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mmcement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Ordinary cement finish using ordinary cement |
| 84 | PEBBLE DASH PLASTERPebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size dashed over and including fresh plaster in two layers, under layer 12mm cement plaster1:4 (1 cement: 4 Coarse sand) and top layer 10mm cement plaster withcement mortar 1:3 (1 cement: 3 fine sand) mixed with 10% finelygrounded hydrated lime by volume of cement |
| 85 | Providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers: |
| 86 | Providing and applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete |
| 87 | Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade on New work (two or more coats) over and in cluding priming coat with water thinnable cement primer |
| 88 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface |
| 89 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 90 | Painting wood work with deluxe multi surface paint of required shade. Two or [email protected]/10sqm over anunder coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture |
| 91 | Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm ofapproved brand and manufacture |
| 92 | Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer’s specifications including appropriatepriming coat, preparation of surface, etc complete On steel work |
| 93 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 94 | French spirit polishing, Two or more coats on new works including a coat of wood filler |
| 95 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete.2mm thick |
| 96 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 97 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 98 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work |
| 99 | Cleaning of terrace/loft water storage tank (inside surface area) upto2000litre capacity at all heights with coconut brushes, duster etc., removal ofsilt, rubbish from the tank and cleaning the tank with fresh waterdisinfecting with bleaching powder @ 0.5gm per litre capacity of tankincluding marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tankshould be removed with paint remover or black paint and if date is notwritten with the stencil or old date is not removed deduction will be made@ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock isdamaged that is to be repaired by contractor at his own cost and nothingextra will be paid on this account) |
| 100 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction ofEngineer-in-charge |
| 101 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 102 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge(1:4:8 or leaner mix (i/c equivalent design mix) |
| 103 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge |
| 104 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 meters lead as per direction of Engineer-in-charge:(in cement mortar) |
| 105 | Demolishing stone rubble masonry manually/by mechanical meansincluding stacking of serviceable material and disposal of unserviceablematerial within 50 meters lead as per direction of Engineer-in-charge In cement mortar |
| 106 | Dismantling wood work in frames, trusses, purlins and rafters upto 10 meters span and 5 meters height including stacking the material within 50 meters lead :Of sectional area 40 sqcm. and above |
| 107 | Dismantling steel work in single sections including dismembering and stacking within 50 meters lead in Channels, angles, tees and flats |
| 108 | Dismantling steel work in built up sections in angles, tees, flats andchannels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead. |
| 109 | Dismantling manually/ mechanically including stacking of serviceablematerial and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge Water bound macadam road |
| 110 | Dismantling manually/ mechanically including stacking of serviceablematerial and disposal of unserviceable material within 50 meters lead asper direction of Engineer-in-charg Bituminous road |
| 111 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction ofEngineer-in-charge : 15 mm to 40 mm nominal bore |
| 112 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-incharge Made of G.I. wire of dia 4 mm |
| 113 | Supplying,stacking and laying water bound macadam base course with stone agg. 63-45mm size, stone screening 13.2mm size and binding material incl screening , sorting,spreading to template and consolidation with power road roller of 8-10tonne capacity.finished work to be measured(75mm compacted thickness) |
| 114 | Supplying,stacking and laying water bound macadam base course with stone agg. 53-22.4mm size, stone screening 11.2mm size and binding material as per morth specifications incl screening , sorting,spreading to template and consolidation with power road roller of 8-10tonne capacity .finished work to be measured(75mm compacted thickness) |
| 115 | Clearance of drains (by manual means)by way of removing accumulated /deposited mulba,silt,rubbish vegetation etc incl disposal of same beyond municiple limits |
| 116 | P/L 300mm dia RCC Spun pipes as drainage in position to the required slopes and grades incl earth work in excavation , refilling the same and providing of proper cushioning , incl all carriages upto site of work. |
| 117 | P/L 200 mm dia M.S Pipe (4mm thick) as X- drainage in position to the required slopes and grades incl earth work in excavation and refilling the same and providing of proper cushioning ,incl all carriages complete job. |
| 118 | P/L 300 mm dia M.S Pipe (4mm thick) as X- drainage in position to the required slopes and grades incl earth work in excavation and refilling the same and providing of proper cushioning ,incl all carriages complete job. |
| 119 | Providing, laying, spreading and compacting graded stone aggregate (sizerange 53 mm to 0.075 mm ) to wet mix macadam (WMM) specificationincluding premixing the material with water at OMC in mechanical mixplant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / basecourse on well prepared surface and compacting with vibratory roller of 8to 10 tonne capacity to achieve the desired density, complete as perspecifications and directions of Engineer-in-Charge |
| 120 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (bymechanical means) |
| 121 | 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 |
| 122 | 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 andpreparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm |
| 123 | Providing and laying of 40mm thick Dense Bituminous Concrete with bitumen @ 5.5% and filler (cement) @ 3% by weight of total mix on prepared surface with specified graded stone aggregate, hot mixing of bitumen with filler and stone aggregate in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher to the required level and grade and rolling with road roller as per MORTH specifications to achieve the desired density and compaction but excluding the cost of primer / tack coat including removal of existing semidense coat with mechanical scrapper (wherever required) including all carriages and cost of material, labour, testing during execution for quality control and T&P involved for completion of item of work. |
| 124 | Providing and laying bituminous macadam using crushed stone aggregatesof specified grading premixed with bituminous binder, transported to siteby tippers, laid over a previously prepared surface with paver finisherequipped with electronic sensor to the required grade, level and alignmentand rolling with smooth wheeled, vibratory and tandem rollers as perspecifications to achieve the desired compaction and density, complete asper specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumenof grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 125 | Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying withpaver finisher equipped with electronic sensor to the required grade, leveland 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-Charge25 mm compacted thickness with bitumen of grade VG-10 @5% (percentage by weight of total mix) and lime filler @ 2%(percentage by weight of Aggregate) prepared in Batch Type Hot MixPlant of 100-120 TPH capacity |
| 126 | P/L 6mm thick seal coat of premixed fine agg. passing 2.36mm and retained on 180 micron sieve ) with bitumin using 128kgs of bitumin of per cum of fine agg ( 0.786 kg of bitumin/sqm) and0.60 cum off fine agg. Per 100sqm of road surface ( as per morth specification including rolling with vibratory roller and finishing complete including cost and carriage of materials /labour involved complete. |
| 127 | Painting road surface marking with adequate no. of coats to give uniformfinish with read mixed road marking paint conforming to IS: 164, onbituminous surface in white/yellow shade including cleaning the surfaceof all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats) |
| 128 | Painting road surface marking with adequate no. of coats to give uniformfinish with read mixed road marking paint conforming to IS: 164, onbituminous surface in white/yellow shade including cleaning the surfaceof all dirt, scales, oil, grease and foreign material etc. complete. Old work ( One or more coats) |
| 129 | Providing and applying 2.5mm thick road marking strips (retro-reflective)of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, drivenby experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications |
| 130 | 2.5 cm thick cold mixed dense Bituminous concrete (CMSDBC) consisting of coarse agg. ,fine agg. And filler in suitable proportions mixed with sufficient qty of mixing water and cationic bitumin emulsion with binder content (residual bitumin)by weight of total mix(%) min 5.5,preparing the surface manually ,brooming applying priming coat using low viscosity bitumin [email protected]/sqm,tack coat application of bitumin emulsion @0.25 kgs /sqm incl consolidation with road roller of 6-9 tonne. |
| 131 | Providing Retro-reflective regulatory sign board of size 900mm diametermade out of 2mm thick aluminum sheet, face to be fully covered with highintensity encapsulated lens type retro-reflective sheeting as approved byEngineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67with required colour scheme on the boards and with the high intensitygrade A. the aluminum sheet to be riveted to M.S. frame of angle iron ofsize 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square postmade of M.S. angle 50x50x4mm, 4m long welded to the frame withadequate anti-theft arrangement. Sheet work to be painted with two ormore coats of synthetic enamel paint over an under coat (primer) and backside of aluminum sheet to be painted with two or more coats of epoxypaint including appropriate priming coat complete in all respects as perdirections of Engineer-in-charge. |
| 132 | Providing and fixing post delineators made of ABS round body fitted with2nos. 100mm dia high reflective and reflectors and mounted on M.S. pipeof 65mm dia duly powder coated with anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge. |
| 133 | Providing and laying 60mm thick factory made cement concreteinterlocking paver block of M-30 grade made by block making machinewith strong vibratory compaction and of approved size and design/shapelaid in required colour and pattern over and including 50mm thickcompacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge |
| 134 | Providing and laying at or near ground level factory made kerb stone ofM-25 grade cement in position to the required line, level and curvaturejointed with cement mortar 1:3 (1 cement: 3 coarse sand) includingmaking joints with or without grooves (thickness of the joints except atsharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 135 | Taking out existing kerb stones of all types from footpath/ central verge,including removal of mortar etc., disposal of unserviceable material to thedumping ground, for which payment shall be made separately andstacking of serviceable material within 50 meter lead as per direction ofEngineer-in-Charge. |
| 136 | Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge |
| 137 | Providing and laying tactile tile (for vision impaired persons as perstandards) of size 300x300x9.8mm having with water absorption less than0.5% and conforming to IS: 15622 of approved make in all colours andshades in for outdoor floors such as footpath, court yard, multi modalslocation etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints withwhite cement mixed with matching pigments etc. complete as perdirection of Engineer-in-Charge |
| 138 | Providing and placing in position 100mm thick factory made machinebatched and machine mixed Precast RCC Rectangular Covers on drains offootpath of various sizes, of M-25 grade cement concrete for RCC work,including cost of centering, shuttering, reinforcement of 8mm dia TMTbars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cementpunning on finished surface, properly encased on all edges with 1.6 mmthick , 100mm wide MS sheet duly painted over priming coat ,reinforcement to be welded at edges with MS sheet and providing 2 Nos.12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling atsite etc. all complete as per direction of Engineer-in-Charge. |
| 139 | Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) |
| 140 | Trenching in ordinary soil upto a depth of 60 cm including removal andstacking of serviceable materials and then disposing off by spreading andneatly leveling within a lead of 50 m and making up the trenched area toproper levels by filling with earth or earth mixed with sludge or/andmanure before and after flooding trench with water(excluding cost of imported earth, sludge or manure) |
| 141 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation |
| 142 | Grassing with selection no. 1 grass including watering & maintenance ofthe lawn for 30 days or more till the grass forms a thick lawn free fromweeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately.)In rows 15 cm apart in either direction |
| 143 | Renovating lawns including weeding, cheeling the grass, forking theground, top dressing with sludge or manure mixing the same with forkedsoil, watering and maintaining the lawn for 30 days or more till the grassforms a thick lawn free from weeds & fit for mowing & disposal ofrubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid separately.) |
| 144 | Providing and fixing M.S tree guard 45 cm square in plan, height 1.20meter above ground level and 0.40 meter below ground level. Thevertical members shall consist of four nos. angle iron of size 25x25x3mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm,1.2 m long. The vertical members shall be welded to 4 nos. 25x6 mm M.S flats placed horizontally around the vertical members of the cage.One name plate of 1 mm thick M.S sheet of size 250x100 mm shall bewelded to the tree guard near the middle height and lettered CPWD/PWD/any other approved name. The tree guard shall be fixed to theground by making suitable holes and by embedding four corners leg inthe ground, including refilling the earth, compaction etc. complete. Thetree guard shall be painted with two more coats of synthetic enamelpaint of approved brand and or more coats of synthetic enamel paint ofapproved brand and manufacture over a coat of primer complete |
| 145 | Providing and fixing water closet squatting pan (Indian type W.C. pan)with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C.flushing cistern, including flush pipe (of approved make) with manuallycontrolled device (handle lever) conforming to IS: 7231, with all fittingsand fixtures complete, including cutting and making good the walls andfloors wherever required.White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 146 | Providing and fixing white vitreous china pedestal type water closet(European type W.C. pan) with seat and lid, 10 liter low level whiteP.V.C. flushing cistern, including flush pipe with manually controlleddevice (handle lever), conforming to IS:7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required:18.2.1 W.C. pan with ISI marked white solid plastic seat and lid. |
| 147 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the wallswherever required : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. |
| 148 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brasssingle hole basin mixer of approved quality and make, including paintingof fittings and brackets, cutting and making good the walls whereverrequired:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 149 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chainwith rubber plug, 40 mm C.P. brass waste complete, including paintingthe fittings and brackets, cutting and making good the walls wherever required.(White glazed fire clay kitchen sink of size 600x450x250 mm) |
| 150 | Providing and fixing white vitreous china water closet squatting pan(Indian type) Long pattern W.C. pan of size 580 mm |
| 151 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete: 10 liter (full flush) capacity-white |
| 152 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete:Flexible pipe(40 mm dia) |
| 153 | Providing and fixing 600x450 mm beveled edge mirror of superior glass(of approved quality) complete with 6 mm thick hard board ground fixedto wooden cleats with C.P. brass screws and washers complete. |
| 154 | Providing and fixing 600x120x5mm glass shelf with edges round offsupported on anodized aluminum angle frame with C.P. brass bracketsand guard rail complete fixed with 40 mm long screws, rawl plugs, etc.complete |
| 155 | Providing and fixing toilet paper holder C.P. brass |
| 156 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. Internal work-exposed on wall with clamps at 1.00 meterspacing (PN-16 pipe, 16mm OD(SDR-7.4) |
| 157 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. Internal work-exposed on wall with clamps at 1.00 meterspacing (PN-16 pipe, 20mm OD(SDR-7.4) |
| 158 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. Internal work-exposed on wall with clamps at 1.00 meterspacing (PN-16 pipe, 25mm OD(SDR-7.4) |
| 159 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. Internal work-exposed on wall with clamps at 1.00 meterspacing (PN-16 pipe, 32mm OD(SDR-7.4) |
| 160 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. Internal work-exposed on wall with clamps at 1.00 meterspacing (PN-16 pipe, 40mm OD(SDR-7.4) |
| 161 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good thewall etcmeterspacing (PN-16 pipe, 16mm OD(SDR-7.4) |
| 162 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good thewall etcmeterspacing (PN-16 pipe, 20mm OD(SDR-7.4) |
| 163 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good thewall etcmeterspacing (PN-16 pipe, 25mm OD(SDR-7.4) |
| 164 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good thewall etcmeterspacing (PN-16 pipe, 32mm OD(SDR-7.4) |
| 165 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. External work including trenching, refilling etc. (PN-16 pipe, 16mm OD(SDR-7.4) |
| 166 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. External work including trenching, refilling etc. (PN-16 pipe, 20mm OD(SDR-7.4) |
| 167 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. External work including trenching, refilling etc. (PN-16 pipe, 25mm OD(SDR-7.4) |
| 168 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. External work including trenching, refilling etc. (PN-16 pipe, 32mm OD(SDR-7.4) |
| 169 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. Thisincludes testing of joints complete as per direction of Engineer-incharge. External work including trenching, refilling etc. (PN-16 pipe, 40mm OD(SDR-7.4) |
| 170 | Providing and fixing PPR Unions PPR Union 20mm |
| 171 | Providing and fixing PPR Unions PPR Union 25mm |
| 172 | Providing and fixing PPR Unions PPR Union 32mm |
| 173 | Providing and fixing PPR Unions PPR Union 40mm |
| 174 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore |
| 175 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 20 mm nominal bore |
| 176 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 32 mm nominal bore |
| 177 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40 mm nominal bore |
| 178 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm nominal bore |
| 179 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 20 mm nominal bore |
| 180 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore |
| 181 | Providing and fixing uplasticized PVC connection pipe with brass unions 45 cm length 15 mm nominal bore |
| 182 | Providing and fixing uplasticized PVC connection pipe with brass unions 45 cm length 20 mm nominal bore |
| 183 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 |
| 184 | Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms |
| 185 | Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms |
| 186 | Providing and fixing 15 mm nominal bore C.P. stop cock (concealed) of standard design and of approved make conforming to IS : 8931 |
| 187 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 |
| 188 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-incharge. |
| 189 | Providing and fixing 15 mm nominal bore of standard back type C.P.brass close hole basin mixer pillar tap of approved quality and make, weighing not less than 1.970 kg. |
| 190 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete(300 mm dia. R.C.C. pipe |
| 191 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete(600mm dia. R.C.C. pipe |
| 192 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominalsize), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III): 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3coarse sand) finished withfloating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4gradedstone aggregate 20 mmnominal size) finished withfloatingcoat of neat cement complete as perstandard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg andweight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 |
| 193 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. LD - 2.5 Rectangular shape 600x450 internal dimensions |
| 194 | Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 195 | Providing and fixing glazing in aluminum door, window, ventilatorshutters and partitions etc. with EPDM rubber / neoprene gasket etc.complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.)With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm) |
| 196 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with waterproofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with waterproofing cement compound @ 0.253kg/ sqm. This layer will be allowedto air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with waterproofing cement compound @ 0.126 kg/sqm . This layer will be allowedto air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of alljoints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 197 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5mrespectively )Dry |
| 198 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5mrespectively ) wet |
| 199 | Shingle clearance from canals. |
| 200 | Weed clearanceFrom lakes(using boats) |
| 201 | Weed clearanceFrom canals(including extraction of roots) |
| 202 | Slip clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m |
| 203 | Raking out joints of stone masonry surface to the required width anddepth, with due care and precaution by mechanical/manual meansincluding preparing and cleaning the surface for re-pointing/ refilling ofjoints, including disposal of rubbish to the dumping ground within 50 mtrs lead |
| 204 | Providing and applying antifungal wash treatment using 3% solution ofsodium pentachlorophenate, of reputed brand and manufacturer, oncleaned sand stone surface at desired locations as per directions ofEngineer-in-charge ( the rate is inclusive of all materials and laboursinvolved except scaffolding) |
| 205 | Ruled/ Flush pointing on Red sand stone masonry surface with lime,surkhi and marble dust mortar in the ratio 1:1.5:1/2 one lime : 1.5 surkhi( 50% red and 50% light yellow surkhi):1/2 marble dust ( the rate isinclusive of all materials and labours involved except scaffolding) |
| 206 | Providing and fixing 12mm thick imported wooden panelling in linings of soffits including underneath frame work of of wooden jambs of size 50x50 mm, including wooden cornice of required size. The job shall also include finishing with two or more coats of French Spirit polishing etc complete job up to the satisfaction of EIC. The job shall also include scaffolding etc |
| 207 | Providing and laying of hand packed stone boulder (size 150mm-230mm) before laying of PCC compacted consolidated rammed filling the voids compacting all complete |
| 208 | P/L granular Sub base material(graded),including spreading in layers not exceeding 150mm thick layer and consolidation with 8-10 tonne power road roller to the required grade and camber incl all leads and lifts. |
| 209 | Providing and fixing PVC pipes including PVC fittings laid in required gradient, inclding cost of all fixing accessories complete job as directed by EIC(75mm dia) |
| 210 | Providing and fixing PVC pipes including PVC fittings laid in required gradient, inclding cost of all fixing accessories complete job as directed by EIC(100mm dia) |
| 211 | Providing and fixing PVC pipes including PVC fittings laid in required gradient, inclding cost of all fixing accessories complete job as directed by EIC(150mm dia) |
| 212 | Removal and Refixing of Lighting/Electric Poles |
| 213 | Dressing and refixing of Devri Stone in Kerbs,using available stones |
| 214 | Stainless steel poles for footpaths |
| 215 | Thermoplastic road paint in different colours, including surface |
| 216 | Manufacturing and placing in position factory made precast reinforced cement concrete dividers of 1:1.5:3 mix as per approved design duly painted and applying priming coat in unit of 2 to 2.5m legth, 0.8m height with base width of 0.45m and flange width of 0.15m in tapered form including transportation and placement at site by hydraulic cranes as per requirement . Reinforcement @ 20Kg/rm complete job |
| 217 | Reinstalling of Concrete Barriers from one place to another incl. defixing the block from macadam surface ,lifting,loading,hauling within 1km ,deloading and refixing. |
| 218 | Providing and fixing of poles for Traffic Survilence cameras |
| 219 | Dustbin Holders installed on steel poles near shops |
| 220 | Providing and fixing of Plastic cones and plastic barriers |
| 221 | Hire Charges for Boat (Capacity upto 20cum) |
| 222 | Hire and running charges of light crane,include cost of services of operating staff, Cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery |
| 223 | Hire and running charges of crane 20 tonne capacity,include cost of services of operating staff, Cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery |
| 224 | Hiring of Generator 250 KVA,include cost of services of operating staff, Cost of lubricatingoil, diesel / Petrol/ Kerosene oil,other consumables forrunning the plant and machinery and excluding GST. |
| 225 | Hire charges Tractor with trolley,include cost of services of operating staff, Cost of lubricatingoil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery |
| 226 | Dry random rubble masonry with hard stone in foundation & plinth without bond stones. Nallah stones |
| 227 | 12mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand). |
| 228 | Providing and fixing brass curtain rods of wall thickness 1.25 mmwith twobrass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 20 mm diameter. |
| 229 | Providing and fixing brass curtain rods of wall thickness 1.25 mm with twobrass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete.. 25 mm diameter. |
| 230 | Providing,supplying and fixing of inaugration/foundation stone (granite stone of size 3'x4') with writing in carved golden colour (incl monogram if required) including curtains with rods/rail system having sliding mechanism along with all necessary fittings, rollers brackets etc and other ancilary items required at site of work including constuction of pedestal in brickwork in 1:4 all complete as directed by EIC |
| 231 | P/F 2mm Polycarbonate sheet incl all fitting, hinges complete job |
| 232 | Hire Charges for Hydraulic excavator of 1 cum bucket,include cost of services of operating staff, Cost of lubricatingoil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery |
| 233 | Hire Charges of Suction Jeting machine 2200 PSI machine i/c POL & operatorinclude cost of services of operating staff, Cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery |
| 234 | Engagement of Carpenter Ist class |
| 235 | Engagement of Mason Ist class |
| 236 | Engagement of plumber Ist class |
| 237 | Engagement of Labour |
| 238 | Engagement of Electrician/Technician |
| 239 | Engagement of Boatman |
| 240 | Carriage of Timber(5km Av.lead by M.T) |
| 241 | Carriage of Sand (10km av.lead by M.T) |
| 242 | Carriage of Agg below 40mm n/s(10km av. lead by M.T) |
| 243 | Carriage of soling Stone (5km av. lead by M.T) |
| 244 | Carriage of Bricks (25km av lead by M.T) |
| 245 | Carriage of Steel (5km av. lead by M.T) |
| 246 | Carriage of Earth(10km av. lead by M.T) |
| 247 | Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM- D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-495601 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately.Rectangular area of the sheet only shall be measured for payment).16.67.1 Overhead informatory road signage |
| 248 | Hiring charges of JCB |
| 249 | Providing and fixing flexible median markers provided with florescent yellow colour retroreflective sheeting Type XI as per IRC:67 fixed with epoxy adhesive and grouting/drilling (12x2.8x18cm) |
| 250 | Lettering with black Japan paint of approved brand and manufacture. |
| 251 | P/F of high intensity PVC retroreflective tapes of 5mm thickness .Two or more shades. Complete |
| 252 | Supplying,stacking and laying water bound macadam base course with stone aggrgate 63-45mm size, stone screeing 13.20 mm size binding material including screening, sorting spreading to template and consolidation with poer roller of 8-10 tonne capacity finished work to be measured (75mm compacted thickness) complete job |
| 253 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with orwithout grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 254 | Providing and fixing geosynthetic fiber material (50 micron)of standard quality and make |
| 255 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. HD - 20 Circular shape 560mm internal diameter |
| 256 | Providing,laying and fixing of RCC rings of 8\\" height of 3 feet dia for soakage pits upto the required depth as per direction EIC |
| 257 | FLOORING WITH COBBLE STONE OF APPROX. SIZE 125X125X75MM (THICK) LAID ON 25MM AVERAGE THICK CEMENT MORTAR 1:3 1 CEMENT: 3 COARSE SAND) AND JOINTED WITH GREY CEMENT SLURRY MIXED WITH PIGMENT TO MATCH THE SHADE OF THE STONE, LAID IN APPROVED PATTERN COMPLETE IN ALL RESPECTS AS PER DIRECTION OF EIC INCLUDING CARRIAGE. |
| 258 | Disposal of Demolished material from site to outside the municipal limits by mechanical means using/tractor , loading and unloading complete job(beyond 50m upto lead 10km) |
| 259 | Providing concrete breaker machine along with operator |
| 260 | Pre-casting & Placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. pipe 40mm dia and 450mm long with 150x150x6 mm M.S. plate welded at bottom and embeded 150 mm in cement concrete 1: 3: 6 (1 cement:3 coarse sand:6 graded stoneaggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 261 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 ( 1 cement : 1 fine sand) including testingof joints etc. complete:100 mm dia |
| 262 | Providing and laying of hand-packed stone soling, consolidated, rammed including carriage, all complete. |
| 263 | Brick work with common burnt clay . (non-modular) bricks of class designation 75 in foundation & plinth in cement mortar 1:6 (1 Cement : 6 coarse sand) Please Enable Macros to View BoQ information |