Widening and Strengthening of NH-24 to Hawalia Chowki Road (City Road) from ch. 0.000 to 2.150 in Distt. Rampur. .(including 05 years maintenance).

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. (i) For Grading I Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix (Plant), carriage of mixed material by tipper to site laying in uniform layers With grader in sub-base/base course on well prepared under base and compacting with vibratory-roller to achieve the desired density. Laying using grader

Providing and applying primer Coat with SS-1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying of primer @ 0.60 kg/sqm using mechanical means.

Providing and applying tack coat with Bitumen VG-10 using pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherwith sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507complete in all respects.

Excavation for Structures; Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil (Depth upto 3Mt)

PCC 1:3:6 in foundation; Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Reinforced Cement Concrete-M20 in Foundation complete as per Drawing and Technical Specifications.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications.

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixed in position including painting & Printing Etc

Ordinary Km Stone

Hectometer Stone

Cement concrete 1:3:6 in foundation with cement, coarse sand & 40mm gauge stone ballast. (Morth Sr. No. 12.4)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. (Morth Sr. No. 12.5)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications (Morth Sr. No. 13.3)

Painting Two coat over priming coat (including cost of priming coat) on wood or steel and other metal surface with superior synthetic enamel paint of standered make brushing to give an even shade and finished and including cleaning the surface all durt dust and other foreing metter sand paparing and stripping including cost matter and scoured with wire brushes fine steel/ wood scrappers sand paparing and knotting including coat of all and supply of all materials, labour and T&P etc. required for proper completion of the work.

Ist Year Maintenance (@0% of Total Work Amount of S.No. 1 to S.No.17)

IInd Year Maintainance (@0.25% of Total Work Amount of S.No. 1 to S.No.17)

IIIrd Year Maintainance (@0.50% of Total Work Amount of S.No. 1 to S.No.17)

IV Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.17)

Vth Year Maintainance (@1.00% of Total Work Amount of S.No. 1 to S.No.17)

Please Enable Macros to View BoQ information