Widening and Strengthening of Ajeetpur Punjab Nagar Jaulpur Patwai Road from Ch. 1.050 to 9.750 in District Rampur (including 05 years maintenance).

PART-A Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 - As per Morth Specification 301(3.06)

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.As per Morth Specification 305(3.17)

Construction of embankment with approved material obtained from borrow pits with all lifts and 2 Km. leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.As per Morth Specification 305(3.16)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.As per Morth Specification 305(3.18)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 As per Morth Specification 401(4.01)

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. As per Morth Specification 406B(4.14)

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. As per Morth Specification 502(5.01)

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. As per Morth Specification 503(i)(5.02)

Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH producing an average output of 75 Tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.00% 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. As per Morth Specification 505A(5.04)

Providing and laying bituminous concrete with 100-120 TPH producing an average output of 75 Tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 % of mix and filler, transporting the hot mix to work site, laying with a hydro static 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. 509 complete in all respects (509) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c. As per Morth Specification 507B(5.05)

Construction of un-reinforced, dowel jointed, Plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing Grade M-30

Supply & Laying of I shaped precast interlocking tiles of thikness 100 mm (Compressive strength not less then 30 mpa and weight 6.50 kg) including 30 mm thick local sand base levelling and dressing of surface to required level and slope filling joints with local sand all complete work (As per SOR Agra Circle, PWD Agra Ch. 20 Sl. No. New Item 17)

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) As per Morth Specification 304(12.1)

Plain/Reinforcement Cement concrete complete as per Drawing and MORTH Techincal Specifications. PCC Grade M-15 Using Batching Plant & manual laying.As per Morth Specification (12.8A)

Reinforced Cement Concrete-M20 in Foundation complete as per Drawing and Technical Specifications.As per Morth Specification (12.8C)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications. As per Morth Specification (12.4)

Cement concrete 1:3:6 in foundation with cement, coarse sand & 40mm gauge stone ballast.

Brick Masonry Work in Cement Mortar 1 cement :3 coarse sand in Foundation complete as per Drawing and Technical Specifications.As per Morth Specification (12.4)

Providing and laying reinforced cement concrete pipe NP3 1000mm dia for culverts.As per Morth Specification (9.2)

Providing and laying reinforced cement concrete pipe NP3 600mm dia for culverts. As per Morth Specification (9.2)

Pointing with cement mortar (1 cement : 3) coarse sand on brick work in substructure.. Morth specification 1300 & 2200

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.

PART-B Ist Year Maintenance (@0% of Total Work Amount of S.No. 1 to S.No.22)

IInd Year Maintainance (@0.25% of Total Work Amount of S.No. 1 to S.No.22)

IIIrd Year Maintainance (@0.50% of Total Work Amount of S.No. 1 to S.No.22)

IV Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.22)

Vth Year Maintainance (@1% of Total Work Amount of S.No. 1 to S.No.22)

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