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| 1 | Clearing & grubbing shrub, jungles including uprooting stumps of trees and trees below 1.0 m. girth and thick bushes including bamboo clamps based on pre-measurement disposing the debris away from the work site with all leads, lifts and delifts with cost of all labour, hiring and running charges of all machineries, cess etc. complete as per direction of Engineer-in-Charge. |
| 2 | Earth work in excavation of foundation in hard soil or gravelly soil with required lead, lift & delift including dressing and leveling the bed and dumping the excavated materials away from the work site including cost of labour, carriage, cess, etc. all complete as per specification and direction of the Engineer-in-Charge. |
| 3 | Filling foundation and plinth with sand by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess etc all complete as per drawing and specification and as per the direction of Engineer-in-Charge |
| 4 | Supplying, driving and fixing Z type sheet pile up to maximum depth of 6.00 mtr. including hire and running charges of driving machine and all labour charges with interlocking sheet piles including cost, carriage, handling, loading and unloading of sheet pile to worksite including welding wherever necessary to form a water tight cut off and including all incidental charges, cess complete as per approved drawing and specification as per direction of Engineer-in-Charge. |
| 5 | Double under reamed pile P1 (500mm Dia 12 mtr long) foundation with RCC M-25 size black hard granite (crusher broken) stone chips including cost of Boreholes but excluding cost of M.S rod/Tor steel and labour charges for cutting, bending and binding of steel with cost, conveyance, royalty, cess etc. complete as per direction of engineer-in-chief. |
| 6 | Double under reamed pile P2 (500mm Dia 12 mtr long) foundation with RCC M-25 size black hard granite (crusher broken) stone chips including cost of Boreholes but excluding cost of M.S rod/Tor steel and labour charges for cutting, bending and binding of steel with cost, conveyance, royalty, cess etc. complete as per direction of engineer-in-chief. |
| 7 | Providing and laying Cement Concrete of grade M-15 with 40mm down graded hard granite crusher broken chips, clean & coarse sand and approved cement mixing with concrete mixers for cast-in-situ cement concrete lining in bed and slopes of canal with sleeper beams and keys etc. in panels including cost, carriage, royalty, cess with all leads, lifts & delifts and supply of all labours, machineries, T&P etc. dewatering if required, compacting & finishing with concrete paver finisher to proper profile and grade watering for curing to required period and form work etc. complete as per the direction of the Engineer-in-Charge |
| 8 | Providing & laying cement concrete conforming to M-25 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for RCC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge. |
| 9 | Providing & laying cement concrete conforming to M-25 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with concrete vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials, cess including dewatering, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, construction of coffer dam / approach road, diversion road, site illumination, hire and running charges of machineries, dewatering by suitable means required for the work as per approved drawing and specification complete with all cost as directed by Engineer-in-Charge. |
| 10 | Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars cutting, bending of designed diameters and placing in position for fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessary with all leads, lifts and delifts with all labour, cess complete including cost, conveyance of steel and binding wires complete and as per the direction of Engineer-in-Charge. |
| 11 | Providing form work for concrete with F1 finish for upstream faces of dam, spillway, glacis of barrages, unexposed surfaces of foundation, block joints etc. with steel shutters rigidly fixed and removal forms and making good to the surfaces where necessary with all labour, material, cess and T&P etc.complete as per direction of Engineer-in-Charge. |
| 12 | Providing form work for concrete with F2 finish for all permanently exposed surfaces not prominently exposed to public view with steel shutters or plywood shutters including supply of rigid tie and supports with all labour material, cess and T&P complete as per direction of Engineer-in-Charge. (Abrupt surface irregularities over 5 mm & gradual over 10 mm measured with 1.50 mtr template is not permitted) |
| 13 | Earth work in approved type of soil in borrow area by mechanical means and loading in to transportation vehicle and transportation of earth by mechanical means and unloading the earth over the approved surface of the embankment in proper profiles with all leads, lifts, delifts including rough dressing and breaking the clods in to 5 cm to 7 cm size including removal of all foreign materials, debrises, grass, bushes, vegetations, shrubs, roots from transported earth including laying in layers not exceeding 22.50 cm in depth including watering and compaction, construction and maintenance of approach road, diversion road including mobilization and demobilization of men and machineries etc.cost of hire & running charges of all machineries, cost of fuel, lubricants, cost of labour, carriage, royalty, cess etc. all complete as per specification and direction of the Engineer-in-Charge. (Borrow area are to be arranged by the agency at his own cost & responsibility & measurement will be made after finished level section) |
| 14 | Watering earthwork upto OMC condition and compacted by vibratory roller and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all machineries complete as per direction of Engineer-in-charge. |
| 15 | Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (70 : 30) proportion and laying in sub-base of road in layers not exceeding 225 mm thick with all leads, lifts and delifts including cost, conveyance, royalty, cess including hire charges of T&P materials required for the work, watering and compacting to the required density in OMC with P.R.R., hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge. |
| 16 | Collecting & supplying good quality moorum from approved quarry and stacking at work site in regular box heap size (1.50mx1.50mx0.50m) to be measured as 1.0cum and spreading the same on the top of the metalled surface not exceeding 75mm thick including watering & consolidation with PRR with all leads, lifts and delifts including cost, conveyance, royalty, cess including hire charges of T&P materials required for the work, hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge. |
| 17 | Providing, laying, spreading & compacting stone aggregates of Grade-II (63mm to 45mm) specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheeled steel roller 8-10 tones in stages to proper grade and earlier applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and spreading to the required density as per clause-404 of MSSRT&H specification for Road & Bridge works (5th provision) with cost, carriage, royalty, cess etc complete as per direction of the Engineer-in-charge. |
| 18 | Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required Grading-III density as per Technical Specification Clause 405 with cost, carriage, royalty, cess etc. complete as per direction of the Engineer-in-Charge. |
| 19 | Filling foundation and plinth with excavated earth by mechanical/manual means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess all complete as per drawing and specification and as per the direction of Engineer-in-Charge. |
| 20 | Quarrying, Collecting, supplying blasted hard granite stone boulder of 15 cm to 30 Cm size from the approved quarry with free from weather skin surface & other deleterious materials and providing of Rough Stone Dry Packing in apron & revetments to required profile in all heights & depths including filling the interstices with small stones, wedging and hammering with hammer, fixing wave breakers etc, all cost, conveyance, labour, T & P required for the work, royalty, cess, hire and running charges of machineries, all leads, lifts, delifts handling and re-handling charges, all incidental charges and all quality control testing charges as required for the work, haul roads etc. all complete as per the specification and direction of the Engineer-in-charge. |
| 21 | Dismantling of Prestressed/ Reinforced cement concrete grade M-20 & above including T&P and scaffolding where ever necessary, sorting the dismantled material, disposal of unserviceable material with all lifts and lead of 1000 mts., royalty, cess etc. all complete as per the direction of Engineer-in-Charge. |
| 22 | Providing P.V.C. water stop for drainage gallery as per approved design including fixing in proper alignment and joining with araldite, royalty, cess etc. all complete as per direction of engineer-in-chief. |
| 23 | Providing construction joints of masonry and concrete dams by installation of two lines of Z-type copper sealing strips of 16 S.W.G. (1.63 mm thick) excluding cost of copper strips, GI pipes of 20 mm dia, fabrication, filling with asphalt of approved grade complete, excluding cost of copper sheet, royalty, cess etc. all complete as per the direction of engineer-in-charge. Please Enable Macros to View BoQ information |
