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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 2 | all kind of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 4 | Ordinary rock |
| 5 | Stone /Boulder filling under floor dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge. |
| 6 | 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, including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 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 including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 10 | all works upto plinth level |
| 11 | All works above plinth level upto floor V level including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 12 | Extra for providing richer mixes at all floor levels including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 13 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 . |
| 14 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 17 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 19 | Thermo-Mechanically Treated bars of grade Fe-550D or more. |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 21 | Thermo-Mechanically Treated bars of grade Fe-550D or more. |
| 22 | Providing and laying weep hole in brick masonry / Rcc walls / plain reinforced concrete in abutment,wing wall,retaining wall with 100 mm diameter PVC pipe 4kgf extending through the full width of the structure with slope of 1:20 as drawing and technical specification including carriage of material up to all leads and lifts and as per direction of Engineer incharge. Please Enable Macros to View BoQ information |
