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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 2 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by rammingand watering, lead upto 50 m and lift upto 1.5 m. |
| 4 | Supply of Stone boulder (nallah) nominal size 225 mm |
| 5 | Dumping stone excluding cost of stones. in Horizontal on level |
| 6 | Supply of Wooven Crate mesh of 4mm G.I Guage and 100mmx100mm mesh of standard Quality and Manufacture for resistance / Liability of crates which shall have to provide before start of work. The Supply including all means of carriage from supply source to actual site of work. (Complete Job). |
| 7 | 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) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:-8.1)Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 9 | Foundations, footings, bases for columns |
| 10 | 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 11 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level |
| 12 | 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. |
| 13 | P/F PVC pipes 3\\" dia incl. cutting incl. all modes of carriage complete Job. |
| 14 | Carriage of materials from source to road site of work by Mechanical Transport including loading, unloading and stacking.Stone boulder for an Avg. lead of 15 Kms. |
| 15 | for an Avg. lead of 12 Kms. |
| 16 | for an Avg. lead of 10 Kms. |
| 17 | for an Avg. lead of 08Kms. |
| 18 | for an Avg. lead of 06Kms. |
| 19 | Stone aggregate 40mm nominal size for an avg. Lead 05kms |
| 20 | Stone aggregate 20mm nominal size for an avg. Lead 05kms |
| 21 | Sand from avg.lead 15kms from Athwajan |
| 22 | Cement & steel for an avg lead 05kms |
| 23 | Carriage of Material from Road site to actual site of work by Manual Labour, including loading, unloading and stacking,Stone Boulder (Nallah) for an avg. lead 200m |
| 24 | for an avg. lead 150m |
| 25 | for an avg. lead 100m |
| 26 | for an avg. lead 50m |
| 27 | 40 aggregate from avg lead 150m |
| 28 | 20 aggregate from avg lead 150m |
| 29 | Sand from avg lead 150m |
| 30 | Cement from avg lead 150m |
| 31 | steel from avg lead 150m Please Enable Macros to View BoQ information |