| 1 | 1 | 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. | | 195.078 | cum |
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| 2 | 1.01 | Earth work in excavation by manual means 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: All kinds of soil (1 meter from cutting edge). | | 2174.35 | cum |
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| 3 | 1.02 | 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. | | 19.68 | cum |
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| 4 | 1.03 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material: All kinds of soil. | | 12.82 | cum |
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| 5 | 2 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work). Light\n80 mm dia Gi Pipes | | 600 | mtr |
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| 6 | 2.01 | 65 mm dia Gi Pipes | | 1500 | mtr |
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| 7 | 2.02 | 50 mm dia GI Pipes | | 900 | mtr |
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| 8 | 2.03 | 40 mm dia GI Pipes | | 1000 | mtr |
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| 9 | 2.04 | 25 mm dia GI Pipes | | 2000 | mtr |
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| 10 | 2.05 | 20 mm dia GI Pipes | | 3000 | mtr |
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| 11 | 3 | Providing/fixing /Laying of G.l. pipes complete with G.l. fittings, including providing fixing of 10 mm thick MS Flanges to GI pipe including cutting of threaded portion, welding, cost of nuts, bolts and washers with testing after completion of work and all carriages complete. \n100 mm dia (Light A-Class @ 9.89 kg/mtr) | | 1682 | Mtr |
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| 12 | 3.01 | 80 mm dia (Light A-Class @ 6.81 kg/mtr) | | 900 | Mtr |
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| 13 | 4 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete\n25 to 40 mm nominal bore | | 15 | each |
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| 14 | 4.01 | 50 to 80 mm nominal bore | | 4 | each |
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| 15 | 5 | 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. | | 1127.63 | cum |
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| 16 | 6 | 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 | | 6.522 | cum |
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| 17 | 7 | Extra for cutting reinforcement bars manually/by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional areas of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | | 1.806 | sqm |
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| 18 | 8 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar | | 19.08 | cum |
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| 19 | 9 | Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured): In cement mortar | | 19.08 | cum |
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| 20 | 10 | Providing and laying of stone soling (dully hand packed) on horizontal level. | | 55.93 | cum |
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| 21 | 11 | 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 40mm nominal size). | | 40.808 | cum |
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| 22 | 12 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | | 18.19 | cum |
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| 23 | 13 | 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) | | 63.213 | cum |
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| 24 | 14 | 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) | | 7.52 | cum |
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| 25 | 15 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 23.33 | cum |
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| 26 | 16 | 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) | | 24.57 | cum |
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| 27 | 17 | 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 40 mm nominal size) | | 72.3 | cum |
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| 28 | 18 | 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 20mm nominal size). | | 4.082 | cum |
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| 29 | 19 | 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). | | 12.71 | cum |
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| 30 | 20 | 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 | | 38.34 | sqm |
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| 31 | 21 | 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.\n50 mm thick with 20mm nominal size stone aggregate. | | 40.3 | sqm |
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| 32 | 22 | 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) | | 27.9 | cum |
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| 33 | 23 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | | 24.1 | cum |
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| 34 | 24 | 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): First class kail wood | | 0.61 | cum |
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| 35 | 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:\nThermo-Mechanically Treated bars of grade Fe-500D or more. | | 9806.36 | kg |
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| 36 | 26 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.\n(1 kg of water proofing material in 50 kg of cement) | | 440 | kg |
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| 37 | 27 | Centering, shuttering including strutting, propping etc and removal of form for:\nFoundation, footings, bases of columns etc. for mass concrete. | | 477.46 | sqm |
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| 38 | 27.01 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) | | 9.55 | sqm |
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| 39 | 27.02 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | | 289.97 | sqm |
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| 40 | 27.03 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) | | 210.97 | sqm |
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| 41 | 27.04 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. | | 78.69 | sqm |
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| 42 | 27.05 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) | | 29.02 | sqm |
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| 43 | 27.06 | Arches, domes, vaults upto 6 m span | | 62.638 | sqm |
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| 44 | 27.07 | Extra for arches, domes, vaults exceeding 6 m span | | 36.738 | sqm |
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| 45 | 27.08 | Suspended floors, roofs, landings, balconies, and access platform. | | 141.253 | sqm |
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| 46 | 27.09 | Columns, pillars, piers, abutments, posts and struts. | | 24.3 | sqm |
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| 47 | 27.1 | Edges of slabs and breaks in floors and walls. Under 20cms wide | | 181.05 | Mtr |
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| 48 | 27.11 | Stairs (excluding landings) except spiral staircases. | | 2.59 | sqm |
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| 49 | 28 | Random Rubble masonry with hard stone from quarry 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) Available 70% | | 14.46 | cum |
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| 50 | 28.01 | Random Rubble masonry with hard stone from quarry 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) | | 6.21 | cum |
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| 51 | 29 | 12mm Cement plaster of mix: 1 : 4 (1 cement : 4 fine sand) | | 366.12 | sqm |
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| 52 | 30 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 (1 cement : 4 fine sand) | | 236.15 | sqm |
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| 53 | 31 | 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. First class kail wood 35mm | | 14.66 | sqm |
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| 54 | 32 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : First class kail wood 35mm. | | 11.96 | sqm |
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| 55 | 33 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer | | 91.7 | sqm |
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| 56 | 34 | Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) | | 29.32 | sqm |
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| 57 | 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work | | 29.32 | sqm |
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| 58 | 36 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters.\n80x0.90 mm M.S. laths with 0.90 mm thick top cover | | 6.37 | sqm |
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| 59 | 37 | Providing and fixing ball bearing for rolling shutters. | | 2 | each |
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| 60 | 38 | 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 cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | | 12 | each |
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| 61 | 39 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | | 20.39 | sqm |
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| 62 | 40 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, laid on 20 mm thick cement mortar 1:4 (1Cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown | | 4 | sqm |
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| 63 | 41 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: Internal work-Exposed on wall (Light)\n15 mm dia. nominal bore | | 50 | Mtr |
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| 64 | 42 | 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 | | 500 | Per Litre |
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| 65 | 43 | Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White vitreous china W.C. pan of size 580x440 mm with integral type foot rests. | | 1 | each |
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| 66 | 44 | 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 | | 1 | each |
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| 67 | 45 | Providing and fixing Stainless Steel A lSI 304 (18/8) kitchen sink as per I.S. 13983 with C.l. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board\n510x1040mm bowl depth 250mm | | 1 | each |
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| 68 | 46 | 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. | | 125 | kg |
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| 69 | 47 | 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 | | 2188 | kg |
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| 70 | 48 | 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. | | 688.5 | kg |
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| 71 | 49 | 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. \nMade of G.I. wire of dia 4 mm | | 98.82 | sqm |
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| 72 | 50 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | | 125 | 1 Kl |
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| 73 | 51 | Provision for Electrification to Quarter | | 1 | Job |
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| 74 | 52 | Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc:\nCement and Steel for an average lead of 10 km | | 104.34 | MT |
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| 75 | 52.01 | Sand/Stone Aggregate for an average lead of 15 km. | | 425.3 | cum |
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| 76 | 52.02 | Stone Soling for an average lead of 15 km. | | 63.07 | cum |
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| 77 | 52.03 | Bricks for an average lead of 15 km. | | 13253 | No. |
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| 78 | 53 | Extra Carriage of different materials from dumping site to actual site of work by Manually including loading, unloading, stacking etc. for an average lead of 600 mtr.\nCement | | 37.31 | MT |
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| 79 | 53.01 | Steel | | 6.14 | MT |
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| 80 | 53.02 | Sand/Stone Aggregate | | 170.39 | cum |
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| 81 | 53.03 | Stone Soling | | 19.98 | cum |
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