TIRWA SARAIYA INDERGARH GUNAH PUL HOTE HUE PALYORA MARG TAK MAA ANNAPURNA DEVI MADNIR AND DHAULESHWAR MANDIR KE KM 1 SE 18 TAK KA WIDENING AND STRENGTHENING KA KARYA

Amount

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 , complete all as per MORTH No. 3.06

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement, complete all as per MORTH No. 3.16( only mechanical compaction)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement,complete all as per MORTH No. 3.16

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete all as per MORTH No. 4.01

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,complete all as per MORTH No. 4.14

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cmenet and 3.50% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.(E.T.A),complete all as per MORTH

Providing and laying bituminous concrete(GRADE 2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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,complete all as per MORTH No. 5.05

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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,complete all as per MORTH No. 6.02

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,complete all as per MORTH No. 3.18

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, backfilling the excavation earth to the extent required ,complete all as per MORTH No. 3.13(i)

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,complete all as per MORTH No. 12.04

RCC Grade M20 using batching plant transit mixer & Manual placing,complete all as per MORTH No. 12.08

Supplying, fitting and placing placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specification,complete all as per MORTH No. 12.42

Providing and laying kilometer & hectometer stone.

Maintenance of above item ( 01 to 14) as per GO No. 17/2024/No-113/23-1-2024-23 1099/113/2023 Dt. 16.01.2024 Maintenance of 1st year after completion of work @0.00% of Cost of Construction of Work (Defect Liability Period)

Maintenance of 2nd year after completion of work @0.25% of Cost of Construction of Work

Maintenance of 3rd year after completion of work @ 0.50% of Cost of Construction of Work

Maintenance of 4th year after completion of work @ 0.75 % of Cost of Construction of Work

Maintenance of 5th year after completion of work @ 1.00 % of Cost of Construction of Work