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| 1 | Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within the dairy premises as per directions of Engineer-in-Charge. |
| 2 | Demolishing cement concrete manually / by mechanical means including disposal of materialthe dairy premises as per direction of Engineer - in-Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within the dairy premises. All kinds of soil |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 5 | Excavation work 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within the dairy premises. Ordinary rock |
| 6 | OD 60.2.1: EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (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 up to 50 m and lift up to 1.5 m. |
| 7 | 2.25: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 8 | 4.1.8: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to highest plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work upto highest plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum. Excess cement as per design mix will not be payable separately. |
| 10 | Centering and shuttering including strutting, etc. and removal of formwork for concrete elements in all sizes, shapes and direction including necessary staging, scaffolding etc. for all levels below ground level and up to highest plinth level all complete. |
| 11 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto highest plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 12 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and upto highest plinth level with thickness 30cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete. |
| 13 | 13.1.1: 12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) |
| 14 | Providing and laying 10 mm thick vitrified floor tiles with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 300 x 300 mm. |
| 15 | Providing and laying Vitrified tiles having 8mm thick, with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer,in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints all complete. Size of Tile 450x300 mm Please Enable Macros to View BoQ information |
