|
| 1 | Clearing shrub jungle uprooting of stumps and small bushes below 1M girth on premeasurement including grass and other wild vegetation and disposal of the unserviceable materials away from the work site including all labour T&P etc. complete as directed by the Engineer-in-charge. |
| 2 | Excavation,loading,unloading and carriage by mechanical means in all kinds of soil including stoney earth,gravel and moorum etc interspread with boulders upto 0.5cum size with all lift and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer in charge within an initial lead of 1 km from the place of excavation complete as directed by Engineer-in-charge. |
| 3 | Earthwork in excavation in hard soil not exceeding 0.30 m depth including dressing and levelling the bed and sides, loading and unloading and carriage of excavated earth with all lifts including 1 extra lead over the initial lead of 50 m and disposing of the surplus earth away from the work site as directed by the Engineer-in-Charge complete in all respects |
| 4 | Triangular or square section of 0.15 m trench cutting for alignment and demarcation purpose of dug belling10cm to 15cm as directed by the Engineer - In -Charge |
| 5 | Filling foundation & plinth with the excavated earth well watered & rammed including collecting, supplying and stacking the required material to proper slope level & thickness with all leads, lifts & delifts including cost, conveyance,royality and other taxes of materials & supply of all labour & T&P required for the work etc. complete in all respect as directed by the Engineer in Charge. |
| 6 | Providing Cement Concrete M15 grade on approved surface , shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering including mixing the materials by using concrete mixture, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge. |
| 7 | Providing Cement Concrete M20 grade for RCC works on approved surface, shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious material, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering including mixing the materials by using concrete mixture, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, ( excluding cost, carriage of M.S. rod and labour for cutting, bending, binding and fixing of M.S. rod) with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, with all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge.. |
| 8 | Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing and finishing the exposed surface smooth including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. |
| 9 | Straightening, cutting, bending, binding, fitting and placing HYSD bar of SAIL/TATA make reinforcement and laying in position including cost of binding wire 18 to 20 gauge and fixing of reinforcement including lapping where necessary with all leads, lifts from bending yard to placement spot including cost ,conveyance & all taxes of reinforcement including all incidental charges required for the work etc as directed by the Engineer-in-charge. |
| 10 | Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-incharge. (measurement of the fill to be taken on the finished compacted section under OMC condition.) |
| 11 | Rough stone dry packing in aprons & revetments to all heights & thickness using hard stones of size 30cm & above of approved quality free from weathered skin surface including filling the interstices with small stones by wedging & hammering to proper slope and level with cost conveyance, royalty & other taxes of all materials, labour & T & P materials required for this items complete in all respect as directed by the Engineer-in-charge. |
| 12 | Providing, laying and fixing 450 mm dia R.C.C. Hume pipes of NP-3 class for culverts including fixing collars with cement mortar (1:2) but excluding excavation, protection work, backfilling, concrete and masonry work in head walls and parapets, complete as per Clause 1106 of MORD Specifications and as directed by the Engineer-in-Charge |
| 13 | Providing, laying and fixing 150 mm dia R.C.C. Hume Pipes of NP-3 class for culverts, including supplying and fixing collars with cement mortar (1:2), complete in all respects but excluding the cost of excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, as per Clause 1106 of MORD Specifications and as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |