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| 1 | 1) Carriage of Materials |
| 2 | 1.1) By Mechanical Transport including loading,unloading and stacking |
| 3 | 1.1.1) Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipaldumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. |
| 4 | 2) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 5 | 2.1) All kinds of soil |
| 6 | 3) 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 50 m and lift up to 1.5 m. |
| 7 | 4) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 8 | 4.1) 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) |
| 9 | 5) Centering and shuttering including strutting, propping etc. and removal of form for : |
| 10 | 5.1) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | 6) 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 above plinth level. |
| 12 | 6.1) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | 7) 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. |
| 14 | 8) Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge. |
| 15 | 9) Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 16 | 10) Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. |
| 17 | 10.1) Upto and including 12 mm dia. |
| 18 | 11) Non Schedule Items |
| 19 | 11.1) Hiring of J.C.B machine for dispose of all waste debries, unserviceable, dismantled or waste material withoperator, fuel, etc. for excavation,making approach, loading & unloading of excavated stuff of nallah in to dumpers/truck etc complete as per directions of Engineer-in-charge. |
| 20 | 12) Credit of Material |
| 21 | 12.1) M.S Bars of different size |
