Widening and strengthening work of Daurala Mussoorie road (ODR) in Meerut district.

Excavation in foundation in ordinary soil including lift upto 1.50m & lead upto 30m and including filling, watering & ramming of excavated earth into trenches or into the space between the building & the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto distance of 30m.

Construction of Embankment with Material Deposited from Roadway cutting Construction of embankment with approved materials diposited at site from roadway cutting and excavation from drain and foundation of outher structures graded and compacted to meet requirement of table No. 300-2.

Construction of embankment/patri 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 of table 300-2.

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For grading-I Material

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 in unform single layer using Mechnical Paver on sub-base /subgrade and compacting with the road roller to achieve the desire density.

Providing and applying primer coat with bitumen emulsion (SS2) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen VG10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam Grading I (VG-30 Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519.(Bituminous binder as VG-30 @ 4% for fresh aggregate and for reclaimed material @ 60% of fresh material.)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 as per MORTH specification clause No. 507 complete in all respects

Construction of un-reinforced, dowel jointed, plain cement concrete pavement(M-35) over a prepared sub base with approve 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.

Providing and Laying of 350 mm dia NP-3 hume pipe in position including labour and T & P etc. required for completion of the work.

Providing and Laying of 1000 mm dia NP-3 hume pipe in position including labour and T & P etc. required for completion of the work.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(M-10)

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

Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications. PCC Grade M20 Using Batching Plant

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications(RCC Grade M25 ).

Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications.(M30)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification & MORTH 710.1.4.of IRC:78 & 2200.

Hiring for dewatering pump in Setu

P/F of Km, hectometer stone etc.

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

Brick masonry work in 1:3 in sub- tructure complete excluding pointing and plastering, as per drawing and Technical Specifications

Struck cement Pointing with 1:2 cement and fine sand of 1.25 mm mortar including supply of all material T & P etc complete.

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