|
| 1 | Excavation loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc inerspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated excavted materials away from work siteas per specification and directed by the Engineer in charge with in an initial lead of 1 KM from the place of excavtion etc. complete in all respect as directed by the Engineer-in-charge. (measurement will be taken on finished level section) |
| 2 | Filling foundation and plinth with excavated materials well watered and rammed with cost, conveyance, royality and taxes of all materials and cost of all labour, T&P, workers welfare cess etc. Complete in all respect as directed by the Engineer-in-charge. |
| 3 | Cement concrete M-15 grade with 20mm and down graded hard broken chips(crusher broken) of approvedquality, quarried and free from weathered skins including hoisting, laying concrete in position to proper slopes and level, compacting and ramming in layers not excedding 15cm in depth and finishing the exposed surface smooth, providing beads or grooves where necessary with watering and making arrangement for carriage of water, curing for required time,shuttering if required including all cost, conveyance, royalty and other taxes of all materials etc. complete as directed by the Engineer-in Charge. |
| 4 | Cement concrete M-20 grade with 20mm and down graded hard broken chips(crusher broken) of approvedd quality,quarried and free from weathered skins including hoisting,laying concrete in position to proper slopes and level, compacting and ramming in layers not excedding 15cm in depth and finishing the exposed surface smooth,providing beads or grooves where necessary with watering and making arrangement for carriage of water, curing for required time, shuttering if required including all cost,conveyance, royalty and other taxes of all materials etc. complete as directed by the Engineer-in Charge. |
| 5 | Supplying, fitting and placing the HYSD bars including over lapping and binding were including all cost and carrige etc. complete for straighteninh, cutting , bending, binding and tying the grills and placing in position for fabrication and fixing of reinforcement including lapping where necessary including supply of binding wire with all leads, lifts from bending yard to placement spot including cost of steel bars of any reinforcement as directed by the Engineer-in-charge. |
| 6 | Providing rigid smooth centering and shuttering for R.C.C. works to all heights including false work and dismentaling then after casting and curing for required time including depositing the debrices, clear of work site with all leads and lifts etc. complete with all cost, conveyance, royality and other taxes of all materials as directed by the Engineer in-charge. |
| 7 | Rough stone dry packing in aprons revertments to all heights & slope with hard stones other than granites of 15cm to 30 cm size (weighting 140 Ibs per cft. And above) quarried and free from weathered skins and of approved quality including filling the interstices with small stones and finishing to proper slope and level with cost, conveyance, royality and other taxes of all materials required for the work etc. complete in all respect as directed by the Engineer-in-charge. (1/6th volume will be deducted towrds viods). Please Enable Macros to View BoQ information |
