|
| 1 | Clearing shrub jungle uprooting of stumps of trees 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,of all kinds of soil including stoney earth, gravel , and moorum etc.inter spread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing excavated materials away from work site as per the specification and as directed by engineer in charge with an initial lead of 1.00 km from the place of excavation complete. (Measurment is to be taken on finised level section). |
| 3 | Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead.Per 1 cum |
| 4 | 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. |
| 5 | Filling foundation and plinth with sand including watering ramming and compacting etc complete and including cost, conveyance ,royalty and taxes of all materials all labour and T&P required for the work etc complete in all respect as directed by the Engineer -in - Charge |
| 6 | Excavation in all kinds of soil including moorum, stoney earth, gravel etc.excepting all kinds of rock & boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow areas including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 1.5m initial lift as per the direction of Engineer-in-charge including stacking of useful materials asdirected. |
| 7 | Excavation of any approved type of soil in approved borrow area bymechanical means loading into and transportation by mechanical means andunloading the soil within initial lead of 1km on properly prepared andscientifically 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 compactedsection under OMC condition.) |
| 8 | Earth work in hard soil or gravelly 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 0.3m in depth and as per the direction of the Engineer-in-charge |
| 9 | 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. |
| 10 | 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. |
| 11 | Providing and removing rigid and smooth centering and shuttering for R.C.C. and concrete work in Foundation and Plinth including cost, conveyance, all taxes materials labour charges including dismantling the same after required period etc. complete in all respect as directed by the Engineer-in-charge. |
| 12 | 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. |
| 13 | Rough stone dry packing in aprons and revetments to all heights with hard Stone of size of 30 cm and above including cost, conveyance, royalty to proper slope and level complete in all respect as directed by the Engineer-in-charge.(Minimum 1/6 volume will be deducted towards voids) |
| 14 | Providing weep holes in PCC/RCC abutment, wing wall, return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20 H towards draining face complete as per approved drawings and technical specifications as directed by the Engineer-in-charge.. |
| 15 | Removing old lime or cementplaster from walls including raking out joints 12mm deep and removing the debris within 50m lead |
| 16 | Collecting stacking and spreading moorum including watering ramming,all cost convayance royality of all materials etc. |
| 17 | Watering earthwork upto OMC condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.50 cm to 95% dry density including hire and running charges of all the machineries complete as per direction of E.I.C. (measurement to be taken on the finished compacted section of the fill under OMC condition.) |
| 18 | Removing old revetment and approns and repacking with old stones to proper slope and level completed in all respect as directed by the E.I.C.(per 1 cum) |
| 19 | Supplying and spreading granite chips of size 20mm down graded in filter in rock toe riprap and filter dains in earth dam or dyke to proper slope and level with in initial lea as directed by the Engineer- in -charge. |
| 20 | Fine dressing and turfing the slopes of the dam or dyke with compact Dub grass with initial lifts and lead and as per the directed by the Engineer-in-Charge Please Enable Macros to View BoQ information |
