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| 1 | Excavation of foundation in laterite rock or any hard rock (other than granite or disintigrated rock) removed by chiselling including dressing and levelling the bed not exceeding 1.5m depth and depositing the soil within initial lead of 50 mtr and as per specification approved by the Department. etc complete as per the direction of the Engineer-in-Charge |
| 2 | Collecting, conveying and stacking river sand at work site & filling foundation & plinth with sand well watered & rammed with cost, carriage, royalty of all materials etc complete as per the direction of the Engineer-in-Charge |
| 3 | Cement concrete M-15 using 20mm size & downgraded crusher broken hard granite chips from approved quarry free from weathered skin and dusts mixed with screen and washed sharp coarse river sand and port land cement of ISI standard and grade as approved by the department including finishing and watering for curing for a period as approved by the department including all cost, carriage, royalty, taxes of materials etc complete as per the direction of the Engineer-in-Charge |
| 4 | Reinforcement Cement concrete M-25 using 20mm size & downgraded crusher broken hard granite chips from approved quarry free from weathered skin and dusts mixed with screen and washed sharp coarse river sand and port land cement of ISI standard and grade as approved by the department including finishing and watering for curing for a period as approved by the department including all cost, carriage, royalty, taxes of materials etc complete as per the direction of the Engineer-in-Charge |
| 5 | Cement concrete M-20 using 20mm size & downgraded crusher broken hard granite chips from approved quarry free from weathered skin and dusts mixed with screen and washed sharp coarse river sand and port land cement of ISI standard and grade as approved by the department including finishing and watering for curing for a period as approved by the department including all cost, carriage, royalty, taxes of materials etc complete as per the direction of the Engineer-in-Charge |
| 6 | Supplying, fitting and placing uncoated HYSD bar reinforcement with cutting, bending, binding, straightening, tying the grills and placing in positing as per drawing & technical specification with cost & conveyance of M.S rod and binding wire 18 to 20 gauge, cost of labours, T&P required for the work etc complete as per the direction of the Engineer-in-Charge |
| 7 | Rigid smooth steel centering and shuttering at all heights of bridges work such as wel curb, well steining, well cap, pier and abutment shaft, pier and abutment cap, wing wall, tie beam, road kerb and dirt wall using required nos of vertical and horizontal supports of scaffolding with joists, NG rails and and channels and steel shuttering plates including cost, carriage, and all other taxes etc complete as per the direction of the Engineer-in-Charge |
| 8 | Filling foundation and plinth with excavated materials including watering and ramming with all cost, labour T&P etc complete as per the direction of the Engineer-in-Charge |
| 9 | Earthwork in hard soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth to required profile section including royalty of earth etc complete as per the direction of the Engineer-In-Charge. (Earth should be arranged by contractor at his own cost and measurement will be taken on finised level section) |
| 10 | Dismentaling and removing cement concrete including stacking the useful materials for reuse and removing the debris with all lead lift, delifts including cost of labour T&P etc complete as per the direction of the Engineer-in-Charge |
| 11 | Collecting, conveying and stacking good quality of Moorum and sand from approved quarry and approved quality at work site on regular box of heaps of size 1.5x1.5x0.50m to be measured as one cum and conveying from stacks and admixing Moorum and Sand (70:30) proportionate including watering and compacting to required density with PRR with hire and running charges of PRR, T&P including cost, carriage royalty and all other taxes of all required materials to complete the item of work in all respect as per the direction of the Engineer-in-Charge Please Enable Macros to View BoQ information |
