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| 1 | (A) R.C.C. RAMP WORK |
| 2 | 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 for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Sl.No.2.8.1 |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). 4.1.8 |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) as per Sl No.5.1.2 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form : Foundation as per Sl no.5.9.1 |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement :1.5 coarse sand (zone-3rd) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Lvl as Sl No.5.2.2 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form : Column as per Sl.no.5.9.6 |
| 8 | 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). as per Sl No.5.3 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form : Beam as per Sl.no.5.9.5 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form : slab as per Sl.no.5.9.3 |
| 11 | Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in thermo-Mechanically Treated bars of grade Fe-5000 or More. as per Sl No.5.22 B.1 |
| 12 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded types tubes. as per Sl No.10.16.1 |
| 13 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 ltr/sqm). two coats. as per Sl.no.13.46.1 |
| 14 | S/F sign board or marbal stone patiya etc all complete. |
| 15 | (B) Vedio Confrencing room |
| 16 | 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. DSR NO 15.7.4 |
| 17 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead of area 3 sq. metres and below. DSR NO 15.12.1 |
| 18 | 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. DSR NO 15.3 |
| 19 | Demolishing R.B. 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. DSR NO 15.4 |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). DSR NO 6.1.2 |
| 21 | Providing and fixing upto floor five precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand : one-II) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). DSR NO 4.5.1 |
| 22 | RCC work Providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch. 5, Sl. No. 11 |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. DSR NO 5.22.1 |
| 24 | Centering and shuttering including strutting, propping etc and removal of form for Foundations, footings, bases of columns, etc for mass concrete. DSR no 5.9.1 |
| 25 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations. DSR no 22.7.1 |
| 26 | Providing and fixing ISI marked flush door shutters conforming to IS 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. DSR No 9.21.1 |
| 27 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand). DSR NO 13.2.2 |
| 28 | 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) |
| 29 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 0.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. DSR NO 11.41.2 |
| 30 | Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR no 13.44.1 Please Enable Macros to View BoQ information |
