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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: In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 3 | 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: |
| 4 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 5 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | 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 |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah) |
| 8 | FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Dumping stone including cost of stones. in Horizontal on level. |
| 10 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. |
| 11 | Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones |
| 12 | Supply of BA 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 |
| 13 | Carriage of Materials by MT: |
| 14 | Sand from an average distance of 40 Kms |
| 15 | Stone aggrigate below 40 MM from an average distance of 40 Kms |
| 16 | Stone from an average distance of 10 Kms Please Enable Macros to View BoQ information |
