Widening and strengthening work of Kankerkhera pawlikhurd sardhana mulheda baparsi ODR road Chainage 1.500 to 15.900 in district Meerut

Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and amplings of grith upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. including all taxes excluding GST

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/ Patri with approved material obtained from borrow pits with all lifts and leads, transporting to site,(Cartage 2.00 km) spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of Embankment with Material Deposited from Roadway Cutting 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 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.

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.

Providing and applying primer coat with SS2 bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam grade 1 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.0 per cent 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

Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6mm after cleaning with a mechanical broom, using modified binder complying with IRC:SP 53, sprayed @ 9kg /10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum/10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam (Grading-2) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5 per cent 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 @ 5.4 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 dry lean cement concrete Sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement(M-35) grade 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.

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.

RCC Grade M30 using batching plant transit mixer & manual placing.

Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications.(M20)

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

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

Plastring with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

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

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

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

Providing and Laying of 600mm dia. NP-3 hume pipe in position including labour and T & P etc. required for completion of the work. Including all taxes exculding GST

Supply Laying and Fixing ofjoints for 900mm dia Hume Pipe Including all taxes exculding GST