| 1 | 1 | Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting | | 139.54 | cum |
| 2 | 2 | Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE CONSTRUCTIONAL anti termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment). | | 169.12 | sqm |
| 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 : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | | 31.38 | cum |
| 4 | 4 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in ;Cement mortar 1:6 (1 cement : 6 coarse sand) | | 46.63 | cum |
| 5 | 5 | 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. | | 135.33 | cum |
| 6 | 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level ;1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 28.18 | cum |
| 7 | 7 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | | 51.09 | cum |
| 8 | 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 44.89 | cum |
| 9 | 9 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | | 61.2 | sqm |
| 10 | 10 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | | 134.82 | sqm |
| 11 | 11 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | | 154.31 | sqm |
| 12 | 12 | Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | | 192.84 | sqm |
| 13 | 13 | Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars | | 8645.13 | Kg |
| 14 | 14 | 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand ) | | 305.32 | sqm |
| 15 | 15 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand ) | | 337.79 | sqm |
| 16 | 16 | 6 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) | | 200.52 | sqm |
| 17 | 17 | Grading roof for water proofing treatment with Cement mortar 1:3 (1 cement : 3 coarse sand) | | 8.89 | cum |
| 18 | 18 | Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25mm thick | | 178.34 | sqm |
| 19 | 19 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | | 26.54 | sqm |
| 20 | 20 | 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. | | 23.22 | sqm |
| 21 | 21 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | | 305.32 | sqm |
| 22 | 22 | Painting with synthetic enamel paint of approved brand and manufacture of required colour 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 | | 55.73 | sqm |
| 23 | 23 | Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime | | 538.31 | sqm |
| 24 | 24 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | | 48.17 | sqm |
| 25 | 25 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (110mm dia) For External Work | | 8 | Rm |
| 26 | 26 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | | 125.44 | Rm |
| 27 | 27 | P and F circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, | | 8 | No |
| 28 | 28 | P/F of sign board and photogaphs | | 1 | Job |
