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| 1 | Road |
| 2 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge:1:4:8 or leaner mix (i/c equivalent design mix) |
| 3 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed,all kinds of soils.lead 25m from cutting edge. |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | 12mm Cement plaster of mix in 1 : 4 ( 1 cement : 4 coarse sand) |
| 8 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate |
| 9 | Dumping stone excluding cost of stones in Horizontal on level |
| 10 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 11 | Providing and laying of crate wire mesh of size 4\"*4\" and thickness 4mm |
| 12 | Cost of stone boulders of size 225 mm average of nallah type |
| 13 | Carriage of cementfor 20 Kms average lead from Source to site of work |
| 14 | Carriage of Stone Aggregatefor 20 Kms average lead from Source to site of work |
| 15 | Carriage of Sand for 30 Kms average lead from Source to site of work |
| 16 | Carriage ofBoulders for 20 Kms average lead from Source to site of work |
| 17 | Provisions forHeadload, photographs, signboard |
