| 1 | 1 | 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.\nAll kinds of soil. | 311 | 5 | cum |
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| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 31 | 75 | cum |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). | 32 | 15 | cum |
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| 4 | 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :\n1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 33 | 15 | cum |
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| 5 | 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 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). | 34 | 55 | cum |
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| 6 | 6 | Centering and shuttering including strutting, propping etc. and removal of form for | 35 | | |
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| 7 | 6.01 | Suspended floors, roofs, landings, balconies and access platform | 36 | 240 | sqm |
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| 8 | 6.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 37 | 170 | sqm |
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| 9 | 7 | 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. | 38 | 1500 | Kg |
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| 10 | 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\nThermo-Mechanically Treated bars of grade Fe-500D or more. | 39 | 5000 | Kg |
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| 11 | 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: :\nCement mortar 1:6 (1 cement : 6 coarse sand) | 40 | 2 | cum |
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| 12 | 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :\nCement mortar 1:6 (1 cement : 6 coarse sand) | 41 | 20 | cum |
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| 13 | 11 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.\nMarble work | 42 | 100 | metre |
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| 14 | 12 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | 43 | 200 | sqm |
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| 15 | 13 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.\nM.S. tube | 44 | 750 | kg |
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| 16 | 14 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 45 | 140 | kg |
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| 17 | 15 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :\nUdaipur green marble | 46 | 250 | sqm |
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| 18 | 16 | 15 mm cement plaster on rough side of single or half brick wall of mix:\n1:6 (1 cement: 6 coarse sand) | 47 | 350 | sqm |
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| 19 | 17 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :\nNew work (two or more coats) over and including water thinnable priming coat with cement primer | 48 | 190 | sqm |
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| 20 | 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :\nTwo or more coats on new work | 49 | 50 | sqm |
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| 21 | 19 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | 50 | 400 | sqm |
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| 22 | 20 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 51 | 40 | cum |
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| 23 | 21 | 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 area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | 52 | 25 | sqm |
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| 24 | 22 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.\nIn cement mortar | 53 | 30 | cum |
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| 25 | 23 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | 54 | 210 | sqm |
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| 26 | 24 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. | 55 | 25 | cum |
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| 27 | 25 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead :\nThickness up to 40 mm | 56 | 100 | sqm |
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| 28 | 26 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 57 | 530 | sqm |
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| 29 | 27 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 58 | 200 | cum |
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| 30 | 28 | Providing and fixing pre-polished precast concrete designer tiles 10mm thick extra heavy duty of approved brand and manufacturer (Ultra tile/omaxe or equivalent) of required shape & size over a bed of average thickness of 20mm thick cement mortar 1:3 (1 cement : 3 coarse sand) laying and jointing with cement slurry including pointing the joints with ready mixed pointing material complete in all respect as per directions of Engineer-in-charge. | 59 | 70 | sqm |
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| 31 | 29 | Debit of dismantled items/materials at site. | 60 | | |
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| 32 | 29.01 | Old reinforcement window grills | 61 | 2500 | kg |
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| 33 | 29.02 | Old PVC tank | 62 | 300 | kg |
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| 34 | 30 | Supplying and filling good earth at site in IHBAS including loading, unloading and lead up to 15 km stacking at site. | 63 | 75 | cum |
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