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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundationincluding dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | Providing and laying in position Cement Concrete of 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering. |
| 3 | Providing and laying in position Reinforcement Cement Concrete of 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering. |
| 4 | Providing and laying in position Reinforcement Cement Concrete of 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering. |
| 5 | Providing and laying in position Cement Concrete of 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering. |
| 6 | Centering and shuttering for C.C. work including strutting, propping etc. and removal of form work for Foundations, footings, base etc. Below bed. |
| 7 | Centering and shuttering for C.C. work including strutting, propping etc. and removal of form work for piers, abutments, pillars, above bed. |
| 8 | Centering and shuttering for R.C.C. Workincluding strutting, propping etc. and removal of form work. |
| 9 | Supplying Laying of one layer of Tar felt I.S.I marked at the junction of wall and roof or any place i/c necessary overlap giving a coat of approved mastic paint below the tar felt i/c cost of all material ,labour and T&P. Etc complete. |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing position and binding all complete upto plinth level.Thermo-Mechanically Treated (TMT)bars of grade Fe-500D or more |
| 11 | Supplying and filling EC bags with earth filled and placing In position with in 60 mtr distance for making Bundh includingall cost of material, labour and T&P. Etc. Complete. |
| 12 | Earth work in excavation by mechanical /manual including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. |
| 13 | Filling available excavated earth in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all Lift etc complete. |
| 14 | S/F 75mm dia upvc pipe(working pressure 4kg/ sqm) single socketed pipe |
| 15 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On Concrete work. |
| 16 | Dewatering by 10 H.P.pump set i/c all complete the work. |
| 17 | Dry brick on edge flooring /Kharanjawith bricks of class designation 7.5 onincluding filling joints with Local sand, with common burnt clay non modular bricks. |
