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| 1 | Earth work excavation of any approved type of soil from approved borrow area by mechanical means, loading in to and transportation by mechanical means and unloading the soil within a distance of 5 km. on properly prepared and scientifically approved surface, protection works etc. with all labour and cost of transportation , with all leads, lifts and delifts including spreading and breaking the clods to maximum 5cm to 7cm in size including clearance of site, uprooting the stumps and trees, and dressing/cutting the earth to the required profile and slope for all heights of banks and slopes with required quality control test including construction, maintenance, watering , dewatering and lighting of haul road and borrow area and royalties, labour cess, T&P etc. complete, including mobilization and demobilization of men and machineries and all incidental charges and quality control testing charges required for completion of the work as per drawing, specification and direction of the Engineer.(Measurement will be taken on level section). Arrangement of earth is the responsibility of agency. |
| 2 | Dewatering Canal / River or from foundation bed by means of diesel pumps with cost, conveyance, fuel and lubricant including hire and running charges of pumps as per direction of Engineer-in-Charge. (Payment shall be be made on production of log book abstract duly counter signed by Engineer-in-Charge. |
| 3 | Earth work excavation of foundation in slushy soil (in water upto 0.60m depth requiring the aid of pans and vessels) including trimming the slope and bed to a required section and disposal of excavated earth away from worksite including dressing and leveling the earch with all leads, lifts, delifts as per specification and direction of Engineer-in-Charge. |
| 4 | Filling foundation and plinth with sand with well watered and rammed including cost, carriage, royalty of sand, cess etc. complete as directed by the Engineer-in-charge. |
| 5 | Providing weep holes in plain / reinforcement cement concrete abutments, wing and return walls with 100mm dia Ac pipes, extending through full width of the structure with the slope of 1V:20H towards drawing force with cost, carriage, royalty, labour and machineries etc. complete as per direction of Engineer-in-Charge. |
| 6 | Providing and laying Cement Cconcrete M-20 with using 20mm and down graded size Crusher broken hard granite chips, sharp sand of approved grading and quality conforming to the specification, mixing by concrete mixer and placing manually on approved surface, vibrating concrete by mechanical means, supplying T&P, curing for specified days by suitable means, supervision charges including mobilization and demobilization with cost of construction and dismantling of gangways and scaffolding, chute with cost, conveyance, labour cess, royalties of all materials, site illumination hire and running charges of machineries required for the work as per approved drawing and specification with all cost incidental to the work etc. complete including labour cess as per the direction of the Engineer-in-Charge |
| 7 | Rigid and smooth centering and shuttering for R.C.C works including false works and dismantling them after casting including cost of materials, labour css etc. complete as per direction of Engineer-in-charge. |
| 8 | A) Foundation |
| 9 | B) Slab |
| 10 | C) Column and Beam |
| 11 | Supplying cutting bending binding and placing in position uncoated HYSD bar reinforcement complete as per drawing and technical specification including all labours, cost, conveyance, labour cess and binding wire etc. complete as directed by Engineer-in-charge. |
| 12 | Earth work, loading, unloading and carriage by mechanical means of sand and sandy soil, including stoney earth, gravel and moorum etc. interspread with boulders upto 1/2cum size with all leads, lifts and delifts including trimming of bank slopes and bed to design section and depositing excavated materials away from the work site by mechanical means with an initial lead of 1.00Km, cess etc complete as per direction of the Engineer-in-Charge. |
| 13 | Providing double under reamed 375mm dia pile driven to design depth from ground level made of RCC M-20 using 20mm down graded CBHG chips including cost of boring using 16mm dia main bars 6 Nos. and 8mm dia ring c/c 20mm dia but including cost of MS Tor Steel and labour charges for cutting, bending and binding of steel etc. complete as per direction of Engineer-in-Charge. |
| 14 | Providing and laying Cement Concrete (1:2:4) using 12 mm size hard granite chips free from weathered skinned and other deleterious materials including hoisting and laying concrete and curing for required days including all labours T&P, cost, conveyance, royalty, labour cess and all incidental charges required to complete the work etc. complete as per direction of Engineer-in-Charge. |
| 15 | Collecting and supplying of approved quallity IRC Grade-II metal & chips from approved quarry including cost, carriage , royalty. Laying, spreading & compacting stones aggregate of specific size to water bound macadam specification including spreading in uniform thickness , hand packing rolling with 3 wheeled steel roller 8-10 ton in stage to proper grade and camber applying brooming requisite type screening, binding materials to fill up to the interstices coarse aggregate waterring & compacting to the required density per clause 404 of MOSRT & H specification of road & bridge works etc. complete ( 5th Revision ) output 360cum. |
| 16 | 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, both side flanks and also on the top of metalled surface of road in layers not exceeding 150 mm thick with all leads, lifts and delifts including cost, conveyance, royalty etc. including labour cess and 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 complete as per specification and direction of the Engineer-in-Charge. |
| 17 | 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 including cess etc. complete as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
