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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 iincluding carriage of material up to all leads and lifts and as per direction of Engineer incharge dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. All kinds of soil |
| 2 | 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 dumping site/disposal site shall be arranged by the contractor at he own cost and nothing shall be paid extra. Ordinary rock |
| 3 | Stone /Boulder filling under floor /back fill dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge. |
| 4 | Filling available excavated earth (including 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. |
| 5 | 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) including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 6 | 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. |
| 7 | All works upto plinth level. |
| 8 | All works above plinth level upto floor V level |
| 9 | 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. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete levels Thermo-Mechanically Treated bars of grade Fe-550D or more. including carriage of material up to all leads and lifts and as per direction of Engineer incharge. |
| 14 | 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 |
