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| 1 | Pump Room Buiding(4.80 x 3.75 Mtr) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,lead upto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : |
| 2 | 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) |
| 3 | 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) |
| 4 | 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 |
| 5 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 6 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 7 | 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. |
| 8 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces |
| 9 | 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) |
| 10 | 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. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 12 | 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 course fillets, kerbs andsteps etc. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 16 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 17 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 18 | Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. with residual type petroleum bitumen of grade VG-10 |
| 19 | 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat. With common burnt clay (non modular) brick tiles of class designation 10.0 |
| 20 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. |
| 21 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 22 | Providing and fixing on wall face un-plasticized 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. |
| 23 | 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. |
| 24 | Providing and fixing strips in joints of terrazzo/ cement concrete floors. 40 mm wide and 4 mm thick |
| 25 | 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 |
| 26 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 27 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 28 | Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 29 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 30 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr. |
| 31 | Carraige of sand and bajri (6mm -39mm)by Mechanical Transport including loading,unloading and stacking for an avg.distance of 20Km |
| 32 | Carriage of bajri (above 40mm)by Mechanical Transport including loading,unloading and stacking for an avg.distance of 20Km |
| 33 | Carriage of Bricks from Brick kiln including cost for loading and unloading. For an avg. distance of 10Km |
| 34 | Carriage of Bricks tiles from Brick kiln including cost for loading and unloading. For an avg. distance of 10Km |
| 35 | Electrification of Borewell Building with light holder including LED Light 15W=10No,two power points ,Fan point with 2 nos fan and out side illumination(complete job) as per direction by engineer in charge |
| 36 | Providing and fixing of steel girder on the pillars with the desired beam of I Section not less than 200 x 150x 6 mm (complete job) as per direction by engineer in charge. |
| 37 | (Bathing ghat ) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,lead upto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : |
| 38 | 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) |
| 39 | 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) |
| 40 | Dumping stone including cost of stones in Horizontal on level |
| 41 | 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 |
| 42 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 43 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 44 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces |
| 45 | 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 course fillets, kerbs andsteps etc. |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for: Under 20 cm wide (edges of slabs and breaks in floor) |
| 48 | 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) |
| 49 | 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. |
| 50 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 51 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 52 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr. |
| 53 | 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. |
| 54 | 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 |
| 55 | White washing with lime to give an even shade on New Work (three or more coats) |
| 56 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 57 | Providing and fixing on wall face un-plasticized 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. 110 mm diametre |
| 58 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 59 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15 mm nominal bore |
| 60 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 |
| 61 | Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 86 mm long, weighing not less than 88 gms. |
| 62 | Carriage of sand by Mechanical Transport including loading,unloading and stacking for an avg.distance of 20Km |
| 63 | Carriage of Stone aggreagte (6mm -39mm)by Mechanical Transport including loading,unloading and stacking for an avg.distance of 20Km |
| 64 | Carriage of bricks from Brick kiln including cost for loading and unloading. For an avg. distance of 10Km |
| 65 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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 1000 ltr @ 10 nos. = 10000 litre |
| 66 | Electrification for 10 nos bathing ghat with light holder including LED Light 15W=20No, power points ,and out side illumination(complete job) as per direction by engineer in charge |
| 67 | (CHAIN LINK FENCING) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,lead upto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : |
| 68 | 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) |
| 69 | 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) |
| 70 | Dumping stone including cost of stones in Horizontal on level |
| 71 | 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, gate and similar works. |
| 72 | 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-in charge. Made of G.I. wire of dia 4 mm |
| 73 | Carriage of sand by Mechanical Transport including loading,unloading and stacking for an avg.distance of 20Km |
| 74 | Carriage ofStone aggreagte (6mm -39mm) fby Mechanical transport including cost for loading and unloading for an avg.distance of 20Km |
| 75 | Carriage of Stone aggreagte above 40mm from source to site of work avg. 20km MT |
| 76 | Carriage of soiling Stone by Mechanical transport including cost for loading and unloading.an avg.distance of 20Km. |
| 77 | (OHT 1.00 Lacs gallons) Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 78 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil |
| 79 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material All kinds of soil : |
| 80 | 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) |
| 81 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal |
| 82 | 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) |
| 83 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level |
| 84 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level |
| 85 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. |
| 86 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 87 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Note: - Cement content considered in this item is @ 330 kg/ cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level |
| 88 | Centering and shuttering including strutting, propping etc. and removal of form for i) Foundations, footings, bases of columns etc. for mass concrete.. |
| 89 | Extra for shuttering in circular work (20% of respective centering and Shuttering items |
| 90 | Centering and shuttering including strutting, propping etc. and removal of form for i) Columns, pillars, piers, abutments, posts and struts. |
| 91 | Centering and shuttering including strutting, propping etc. and removal of form for i) Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 92 | Centering and shuttering including strutting, propping etc. and removal of form for i) Arches, domes, vaults upto 6 m span |
| 93 | Extra for arches, domes, vaults exceeding 6 m span |
| 94 | Centering and shuttering including strutting, propping etc. and removal of form for i) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 95 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) |
| 96 | Centering and shuttering including strutting, propping etc. and removal of form for i) Suspended floors, roofs, landings, balconies and access platforms |
| 97 | Extra for shuttering in circular work (20% of respective centering and Shuttering items |
| 98 | Centering and shuttering including strutting, propping etc. and removal of form for i) Edges of slabs and breaks in floors and wall Under 20 cm wide |
| 99 | Extra for R.C.C./B.M.C./R.M.C. work above floor V level for each four floors or part thereof. |
| 100 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured). Suspended floors, roofs, landings, beams and balconies (plan area to be measured) lift 1 |
| 101 | Lift 2 & 3 |
| 102 | Lift 4 |
| 103 | Lift 5& 6 |
| 104 | Lift 7 |
| 105 | Lift 8 & 9 |
| 106 | Lift 10 |
| 107 | Lift 11 & 12 |
| 108 | Lift 13 & 14 |
| 109 | Lift 15 |
| 110 | Top Landing Lift 16 |
| 111 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 112 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 113 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 114 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 115 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars |
| 116 | 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. |
| 117 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece. |
| 118 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 32 mm dia. nominal bore incl.welding for railing works. |
| 119 | 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) |
| 120 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete. 11.56.1 Size of tile 500x500 mm 11.56.2 Size of tile 600x600 mm |
| 121 | supply of stones |
| 122 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 123 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 124 | 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 |
| 125 | Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 100 mm dia Ductile Iron Double Flange |
| 126 | Providing and laying D.I. Specials of Class K-12 suitable for mechanical jointing as per IS : 9523 Upto 600 mm dia. |
| 127 | Providing and fixing C.I. Double flanged manually operated sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. including testing 1.6 Mpa(16Kg/cm2) 100mm dia class-1(the tail pieces if required will be paid separately). |
| 128 | Providing and fixing plain bend of required degree: 100 mm dia. Sand cast iron S and S as per IS:1729 |
| 129 | Providing and fixing 100mm slotted Cowl (Terminal Guard) S C.I . S&S |
| 130 | Providing and fixing of lightning conductor complete job along with fixing of Aluminium strips and earthling which includes digging of a pit in the earth which should not be less than 3m (10ft) from the ground level. A plate made up of Aluminium with dimensions 60cmx60cmx3.18mm is buried vertical in the earth (earth pit) which sould not be less than 3m (10ft) from the ground level and connecting al. strip of 32mmx5mm along with nuts and bolts inside the pit with the earthing plate and extending the strip up to the machinery. Put about 30cm layer of powdered charcoal and salt around the earth plate in the alternate layers up to 06feet. Providing and fitting of 25mm dia GI pipe for putting water inside the pit to maintain moisture. The job also includes the construction of chamber made of brick masonary with CI cover 45cmx45cm. The job includes the cost of material, labour, transport charges, testing and any other miscellaneous charges. (Note: The distance between the two earth should not be less than 06mtrs) Complete job as per scope of work in SBD. Earthing and other allied works. |
| 131 | Supply, installtion and commissioning of level transmitter in Sump and overhead tanks, Ultrasonic type having range (0-8m) with 24-48 VDC connections including cabling conducting as per technical specifications complete. |
| 132 | Providing & installtion of Sign Board of size 8ftx6ft with angle Iron frame of size 50x50x6mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer-in-charge. The Job also includes writing with black paint on the storage tank depicting capacity. |
| 133 | Providing and fitting concealed internal Electrification of room including 4 nos. LED lights, Fan points 2 no., Fuse box 1 no., 2 no. 15 Amp sockets with switch, 5Amp 2 no. sockets with switch - of approved brand and 4 no.s LED security lights 30 watts, main switch with complete wiring, with MS bracket for pole mounting complete including service line up to alength of 10 meters |
| 134 | Carriage of sand and Stone aggreagte (6mm -39mm) by Mechanical transport including cost for loading and unloading. For an avg.distance of 20Km. |
| 135 | Carriage of soling stone by by Mechanical transport including cost for loading and unloading for an avg.distance of 20Km |
| 136 | Carriage of brick from from Brick kiln including cost for loading and unloading. For an avg. distance of 10Km |
| 137 | ( PIPE NETWORK) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,lead upto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : |
| 138 | Supply of mild steel tube hot finished seamless types conforming to BIS 3589(incl 14.05% GST +15% contractor profit) for manifolda)273.00 mm dia 9.0mm thick weigh 60.24kg/m 9meter = 657.6kg |
| 139 | Supply of mild steel tube hot finished seamless types conforming to BIS 3589(incl 14.05% GST +15% contractor profit) for manifolda)168.30 mm dia 4.50mm thick weigh 18.20kg/m 16.20meter = 294.84kg |
| 140 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 141 | Providing flanged joints to double flanged C.I. / D.I pipes and specials including testing to joints 150mm dia pipe.. |
| 142 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) 150 mm dia (medium grade) |
| 143 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) 100 mm dia (light grade) |
| 144 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) 80 mm dia (light grade) |
| 145 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) 65 mm dia (light grade) |
| 146 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) 50 mm dia (light grade) |
| 147 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) 20 mm dia (light grade) |
| 148 | Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) 15 mm dia (light grade) |
| 149 | Welding including transportation plant at site etc. complete. By Electric Plant |
| 150 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).150mm dia Class I |
| 151 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).100mm dia Class I |
| 152 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm nominal bore |
| 153 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 65 mm dia |
| 154 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm dia |
| 155 | Providing and fixing brass stop cock of approved quality. 20 mm nominal bore |
| 156 | Providing and fixing brass stop cock of approved quality 15 mm nominal bore |
| 157 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr. Please Enable Macros to View BoQ information |
