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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil |
| 2 | Slip Clearance: |
| 3 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 4 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 5 | 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: |
| 6 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 7 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 8 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Dumping stone including cost of stones. in Horizontal on level. |
| 10 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 11 | RANDOM RUBBLE MASONRY Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 12 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah) |
| 13 | Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones |
| 14 | Supply of GI wire crates 6 Mtr X 1.2 Mtr X 1.2 Mtr with 4mm Dia GI Wire conforming IS 280 & IS 4826 in 100mm X 100mm mesh (Woven Diagonally) including 10% extra for Laps & Joints with stone boulders weighing not less then 25 kg as per drawing and technical specification clause 1301 |
| 15 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 16 | Carriage of Materials by MT: |
| 17 | Sand from an average distance of 40 Kms |
| 18 | Stone aggrigate below 40 MM from an average distance of 40 Kms |
| 19 | Stone aggrigate above 40 MM from an average distance of 40 Kms |
| 20 | Stone from an average distance of 05 Kms |
| 21 | Disposal of Excavated Earth/Slips average lead of 01 Km Please Enable Macros to View BoQ information |
