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| 1 | Earthwork Excavation 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 de-watering, 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 5 km. as per specifications and as directed by the Engineer in Charge. |
| 2 | PCC 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), as per specifications and as directed by the Engineer in Charge. |
| 3 | RCC 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. Minimum Cement content of 400kg/Cum for all works upto plinth level, as per specifications and as directed by the Engineer in Charge. |
| 4 | Reinforcement Steel 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, as per specifications and as directed by the Engineer in Charge |
| 5 | Filling With Earth 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, lead up to 5 km and for all lift, as per specifications and as directed by the Engineer in Charge |
| 6 | Shuttering for Foundation Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete, as per specifications and as directed by the Engineer in Charge |
| 7 | Shuttering for Walls Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc., as per specifications and as directed by the Engineer in Charge. |
| 8 | Shuttering for Slabs Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform, as per specifications and as directed by the Engineer in Charge. |
| 9 | MS Plates Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a Zinc Chromate priming coat of approved steel primer all complete, as per specifications and as directed by the Engineer in Charge. Please Enable Macros to View BoQ information |
