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| 1 | NEW BOUNDARY WALLExcavation in foundation in ordinary soil (Loam,ClayorSand} IncludingMtupto1.50 m and lead upto30mand includingfilling watering arid ramming of excavated earth intothetrenchesorintothespacebetween the buildirig andthe sides of foundation trenches orintotheplinthandremovaland disposalofsurplusearthasdirectedbythe EngineerIn-charge uptoadistanceof30rn from thefoundation trenches. (Where machinecannotreach/move)forBuilding workonly(2.8.1) |
| 2 | Cement Concretewith 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 8:4:1 including supply of all material T&P etc. required for proper completion of work(4.1.8) |
| 3 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Upto plinth level(5.1.2) (i) R.C.C. work in Footing |
| 4 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Upto plinth level(5.1.2)(iii) R.C.C. work in Columns |
| 5 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Upto plinth level(5.1.2)(ii) R.C.C. work in Beam |
| 6 | Above plinth to floor-V lvl-Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (iii) R.C.C. work in Columns |
| 7 | Above plinth to floor-V lvl-Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(ii) R.C.C. work in Beam |
| 8 | Class- 150(Non Modularbrickworktn1:6 cement and coarse sand in foundationandplinthincludingsupplyofN materials, labour and T&Petc. required fo proper completionofthe work.(CoarseSand notless than2.25FM) in superstructure, 230mm wide |
| 9 | Mild Steel or iron works in plain works such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the workand including supply of all steel and wastage & overlapping & hooks |
| 10 | Class- 150(Non Modularbrickwork in super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) |
| 11 | 12 mm thick plaster with cement mortar in consisting of 1:6 cement and approved coarse sand of minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of the work. On smooth surface of wall. |
| 12 | Mild steel or iron work in heavy sizes such as built up gates record rack, roof rack, gates etc. brought to required form including drilling holes remitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing required for proper completion of the work.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 13 | Providing and applying white cement based putty ofaverage thickness 1 mm, of approved brand andmanufacturer, over the plastered wall surface to preparethe surface even and smooth complete. |
| 14 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 15 | (a) 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 |
| 16 | Add for groove in plastered surface or moulding to R.C.C. projections. |
| 17 | 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-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 21 | M.S. GATE 5.0 M WIDTH AND 4.0 M WIDTHEarth 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 |
| 22 | 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) : 8 graded stone aggregate 40 mm nominal size) |
| 23 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Upto plinth level (i) R.C.C. work in Footing |
| 24 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)Upto plinth level(ii) R.C.C. work in Columns |
| 25 | Above plinth to floor-V lvl Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (iii) R.C.C. work in Columns |
| 26 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(iii) R.C.C. work For Ramp |
| 27 | 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. |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(A) Foundations, footings, bases of columns, etc. for mass concrete. |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(B)Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(C)Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 31 | Providing and fixing M.S. gate of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. |
| 32 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. 1:6 (1 cement: 6 coarse sand) |
| 33 | Steel Painting: (a) 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 |
| 34 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
