Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | (COB ABOI) SCHEDULE\" A\" PART-I (SITE DEVELOPMENT singl Offrs, single JCO accn, Kote & Mag, Store accn and Single Man Bks,)Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil . |
| 2 | SCHEDULE\" A\" PART-II (PUF 15x8 MTR for Signle Offr and Single JCO accn incl internal Electrification )Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 3 | 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. |
| 4 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Centering and shuttering including strutting , propping etc. and removal of form for Columns , Pillars , Piers ,Abutments ,Posts and Struts |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc.Kiln seasoned and chemically treated hollock wood |
| 10 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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 |
| 11 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m² |
| 12 | Providing and fixing plywood 4 mm 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 |
| 13 | 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 Kiln seasoned and chemically treated hollock wood 30 mm thick shutters |
| 14 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws35 mm thick |
| 15 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :250x10 m |
| 16 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete150x10 mm |
| 17 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm |
| 18 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete 300x16 mm |
| 19 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete50x20 mm |
| 20 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 21 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 22 | 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 |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) level : |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 26 | 12 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand) |
| 27 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 28 | 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 |
| 29 | Painting with 02 coats ofsynthetic enamel paint of approved brand and manufacture of required colour to give an even shade over a priming coat of ready mixed pink or grey primer of approval brand and manufacture on wood . |
| 30 | Varnishing with varnish of approved brand and manufacture : 13.67.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish |
| 31 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading. |
| 32 | Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.100x58x1.90 mm |
| 33 | Extra for providing and fixing wind ties of 40x6 mm flat iron section. |
| 34 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 35 | 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 |
| 36 | Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : White solid plastic seat with lid |
| 37 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 38 | Providing and fixing brass toilet paper holder : C.P. brass |
| 39 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms |
| 40 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,1weighing not less than 88 gms. |
| 41 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 42 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore. |
| 43 | Providing and fixing brass stop cock of approved quality : 15 mm nominal bore |
| 44 | Providing and fixing uplasticised PVC connection pipe with brass unions : 15 cm dia 45 cm long with brass unions |
| 45 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.22.1 100 mm diameter |
| 46 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms |
| 47 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 48 | Providing and fixing 25mm dia G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 15 mm dia nominal bore |
| 49 | Providing and fixing15mm dia G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. |
| 50 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 51 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. per litre 9.70 |
| 52 | Providing and fixing 25mm PTMT extension nipple for water tank pipe, fittings of approved quality . |
| 53 | Providing and fixing 25mm dia gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 54 | Providing and fixing 25mm dia ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 55 | Internal Electrification (Single Offr, Single JCO and Single Man Baks accn)M/L for wiring for light /power plug with 2x4 sqmm FRLS PVC insulated copper conductor single core cable in surface / recesconduit sed medium class PVCconduit alongwith 1 No 4 sqmm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 56 | Wiring for light point/ fan pooint/exhasut fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit/ casing capping with modular switch, modular plate, suitable GI box copper conductor single core cables etc as reguired. Group \"C\". |
| 57 | M/L for installation ,testing and commissioning of pre wired , 20 watt LED tube light fitting (white/warm white) of all types , with all accessories and tube etc directly on ceiling / wall incl connecction with 1.5 sqmm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 58 | Fixing only 1x20 W LED tube light fitting with tube rod complete set .(Dept supply) |
| 59 | Fixing only 1200 mm sweep ceiling fan with regulator (Deptl supply ) |
| 60 | Installation, testing and commessioning of ceiling fan , including wiring the down rods of standard length with 1.5 sqmm FR PVC insulated , copper conductor, single core cable etc. as required. |
| 61 | Supply and fixing batten /angle holder includding connection etc.as required. |
| 62 | S/F , sheet steel enclosure on surface / recess alongwith 25/32 amps 240 volts C curve DP MCB complete with complete with connections , testing and commissioning etc. as required |
| 63 | Supply and fixing 3 pin 5 amp ceiling rose on the existing juction box / wooden box including conection etc as required. |
| 64 | Supply and fixing metal box of 75mm x 75mm x60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover infront including painting etc . as required |
| 65 | Supply and fixing 40 mm dia GI pipe (medium class) in pole collar for cable entry including the pipe to the required shape complete as required (for house service bracket) |
| 66 | Supply and fixing 6 sqmm FR PVC insulated copper conductor , single core cable as service connection . |
| 67 | Earthing with GI earth plate 600mm x600mm x6mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering the pipe of 2.7m long etc with charcoal / coke and sait etc. as required. |
| 68 | SCHEDULE\" A\" PART-IV (Water staging for single officer accn,single JCO accn and 06 seated TB&BB, ) 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. |
| 69 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 70 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 71 | Centering and shuttering including strutting , propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 72 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 73 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 74 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. |
| 75 | 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 |
| 76 | SCHEDULE\" A\" PART-V (PUF 15x8 MTR for Kote Mag & Store accn and single man bks incl internal Electrification)Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 77 | 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. |
| 78 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 79 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 80 | Centering and shuttering including strutting , propping etc. and removal of form for Columns , Pillars , Piers ,Abutments ,Posts and Struts |
| 81 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. |
| 82 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 83 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc.Kiln seasoned and chemically treated hollock wood |
| 84 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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 |
| 85 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m² |
| 86 | Providing and fixing plywood 4 mm 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 |
| 87 | 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 Kiln seasoned and chemically treated hollock wood 30 mm thick shutters |
| 88 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws35 mm thick |
| 89 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :250x10 m 250x10 mm |
| 90 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete150x10 mm |
| 91 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm |
| 92 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete 300x16 mm |
| 93 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete50x20 mm |
| 94 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 95 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 96 | 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 |
| 97 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 98 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)level : |
| 99 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 100 | 12 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand) |
| 101 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 102 | 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 |
| 103 | Painting with 02 coats ofsynthetic enamel paint of approved brand and manufacture of required colour to give an even shade over a priming coat of ready mixed pink or grey primer of approval brand and manufacture on wood . |
| 104 | Varnishing with varnish of approved brand and manufacture : Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish |
| 105 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading |
| 106 | Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.100x58x1.90 mm |
| 107 | SCHEDULE\" A\" PART-VI (06 seated Latrine & 06 seated Bath Block incl interenal electrification)Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 108 | 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. |
| 109 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 110 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 111 | Centering and shuttering including strutting , propping etc. and removal of form for Columns , Pillars , Piers ,Abutments ,Posts and Struts |
| 112 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. |
| 113 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 114 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc.Kiln seasoned and chemically treated hollock wood |
| 115 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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 |
| 116 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m² |
| 117 | Providing and fixing plywood 4 mm 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 |
| 118 | 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 Kiln seasoned and chemically treated hollock wood 30 mm thick shutters |
| 119 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws35 mm thick |
| 120 | Providing and fixing 20mm thick 2nd class teak wood pain lining tongued and grooved, incl wooden plugs complete with necessary screws and priming coat on unexposed surface |
| 121 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :250x10 m 250x10 mm |
| 122 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete150x10 mm |
| 123 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm |
| 124 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete50x20 mm |
| 125 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 126 | Supplying and laying 63mm to 45mm size stone aggregate for hardcore |
| 127 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 128 | 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 |
| 129 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 130 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)level : |
| 131 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 132 | 12 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand) |
| 133 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 134 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. |
| 135 | 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. |
| 136 | Painting with 02 coats ofsynthetic enamel paint of approved brand and manufacture of required colour to give an even shade over a priming coat of ready mixed pink or grey primer of approval brand and manufacture on wood . |
| 137 | Painting with oil type wood preservative of approved brand andmanufacture :New work (two or more coats) |
| 138 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 139 | Providing and fixing white vitreous china water closet squatting pan (Indian type) :Orissa pattern W.C. pan of size 580x440 mm |
| 140 | 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 |
| 141 | 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 |
| 142 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 143 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 144 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms |
| 145 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,200 mm wide with minimum distances of 37 mm from wall face withconcealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. |
| 146 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 147 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore |
| 148 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms |
| 149 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 150 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.25 mm dia nominal bore |
| 151 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.15 mm dia nominal bore |
| 152 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :25 mm nominal bore |
| 153 | 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. |
| 154 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms |
| 155 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) :25 mm nominal bore |
| 156 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore |
| 157 | (06 seated Latrine & 06 seated Bath Block incl interenal electrification) M/L for wiring for light /fan point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduct, with piano type switch , with piano type switch, phenolic laminated sheet , suitable size M S box and earthing the point with and earthing the point with 1.5 sqmm , FR PVC insulated copper conductor single core cable etc. as required. |
| 158 | Supply and fixing batten /angle holder includding connection etc.as required. |
| 159 | S/F , sheet steel enclosure on surface / recess alongwith 25/32 amps 240 volts C curve DP MCB complete with complete with connections , testing and commissioning etc. as required |
| 160 | Supply and fixing 3 pin 5 amp ceiling rose on the existing juction box / wooden box including conection etc as required |
| 161 | Supply and fixing metal box of 75mm x 75mm x60mm deep on surface or in recess with suitable size of phenolic laminated sheet cover infront including painting etc . as required |
| 162 | Supply and fixing 40 mm dia GI pipe (medium class) in pole collar for cable entry including the pipe to the required shape complete as required (for house service bracket) |
| 163 | Supply and fixing 6 sqmm FR PVC insulated copper conductor , single core cable as service connection . |
| 164 | Earthing with GI earth plate 600mm x600mm x6mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering the pipe of 2.7m long etc with charcoal / coke and sait etc. as required. |
| 165 | Supply & fixing of PVC exhaust fan with louvers of 240mm sweep. Make: Bajaj, Usha, Havells. |
| 166 | Supply & fixing of Electric storage water heater (Geyser) 25 ltr capacity. BEE Star rated.Make: Bajaj, Havells. |
| 167 | M/L for wiring for light /power plug with 2x4 sqmm FRLS PVC insulated copper conductor single core cable in surface / recesconduit sed medium class PVCconduit alongwith 1 No 4 sqmm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 168 | (Construction of septic tank for 50 user) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 169 | 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. |
| 170 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 171 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 172 | M/L Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 173 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size ) |
| 174 | M/L Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster |
| 175 | Extra for providing and mixing water proofing material in cement per bag of plaster work in proportion recommended by the manufacturers. 50kg cement used in the mix |
| 176 | M/L Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 177 | M/L Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses,plinth and string courses |
| 178 | M/L Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses,plinth and string courses Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 179 | M/L 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. |
| 180 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming 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 |
| 181 | Construction of Soak Pit Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 182 | Constr of manhole 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 nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard 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 and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 183 | SCHEDULE\" A\" PART-VII (Construction of interlocking pavor blocks Road) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil |
| 184 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 185 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 186 | SCHEDULE\" A\" PART-VIII (Construction of Security fencing)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 kind of soil. |
| 187 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) |
| 188 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, plinth,posts etc. |
| 189 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 65X65X6 mm angle iron post for both Iron pillar and strut post. |
| 190 | Fencing with welded steel wire fabric fencing with posts of specified material and standard design of size 75 mmx 75mm using 4 mm dia GI wire |
| 191 | Extra for providing and fixing FI Sup for barbed wire of 40x 6 mm flat iron section. |
| 192 | Painting with aluminium paint of approved brand and manufacture to give an even shade Two or more coats on new work on chain link fencing |
| 193 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer |
| 194 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. 16.18.1 With G.I. barbed wire |
| 195 | Painting with aluminium paint of approved brand and manufacture to give an even shade Two or more coats on new work on chain link fencing |
| 196 | SCHEDULE\" A\" PART-IX (Construction of Internal Road)Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 mm, as directed by Engineer-in-charge. |
| 197 | Prepparation and consolidation of sub grade with power power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm deep dressing to camber and consolidating with road roler including making goods undulation etc and re rolling the sub grade and disposal of surplus earth with lead upto 50 meters |
| 198 | Supplying and laying stone aggregate of 90 to 45 mm size of WBM with moroum as binding material including 13.2mm size stone screening sorting, watering spreading to template, compacting stone aggregate in uniformed thickness and consolodiation with power road roller of 8 to 10 tonne capacity in two layer with proper gradient and camber etc complete(150mm thick ) |
| 199 | Supplying and laying stone aggregate of 63 to 45 mm size of WBM with moroum as binding material including 11.2mm size stone screening sorting, watering spreading to template, compacting stone aggregate in uniformed thickness and consolodiation with power roa droller of 8 to 10 tonne capacity in two layer to proper grade and camber etc. Complete |
| 200 | Providing and applying tack coat using hot straight bitumen of 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 specification on wbm @0.75 kg/sqm |
| 201 | 2.5 cm premise carpet surface with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively 100 Sqmand 52 Kg and 56 Kg of hot bitumen per cum of stone chippings of 13.2 mm size and 11.2 mm size respectively,including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 ton capacity etc. Complete with paving asphalt 30/40 VG 10 heated and then mixed with solvent at the rate of 70 gm per kg of asphalt |
| 202 | Providing and laying seal coat of premissed fine aggregate (passing2.36mm and retained on 180 micron seive) with bitumen using 128 Kg of bitumen of graded 80-100(vg-10) bitumen per cum of fine aggregate per 100 sqm of road surface incl rolling and finishing with road roller in complete. |
| 203 | SCHEDULE\" A\" PART-X (Construction of Drainage)Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m disposal soil to be levelled and neatly dressed . All kind of soil. |
| 204 | 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 kind of soil. |
| 205 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) |
| 206 | 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 20 mm nominal size) |
| 207 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1cement : 6 coarse sand) |
| 208 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand). |
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