WS of Balui Mitapur Road ODR

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. As per MORTH 3.06/301

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 of table 300-2. As per MORTH 3.16/ 305

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 3.17/ 305

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 3.18/ 305

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 as per clause 401. As per MORTH 4.01/ 401 A

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. As per MORTH 4.14/406 A

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. As per MORTH 5.01/502/A

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. As per MORTH 5.04/505/B

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORTH 5.02/503/(i)

Providing and laying bituminous concrete 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 as per MORTH specification clause No. 507 complete in all respects. As per MORTH 5.05/507/B

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, 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. As per MORTH 6.1/601

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. As per MORTH 6.20/602

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.as per MORTH 12.01/304/i/A

Plain/Reinforced Cement ConcreteM-15 in Open Foundation complete as per Drawing and Technical Specifications.AS PER MORTH12.08/ 1500,1700&2100/A /CASE 2 (PCC Grade M15 using batching plant & manual placing)

Plain/Reinforced Cement Concrete (RCC Grade M25) in Open Foundation complete as per Drawing and Technical Specifications.AS PER MORTH 12.08/1500,1700&2100/E/CASEII (RCC Grade M25 using batching plant transit mixer & manual placing)

Plain/Reinforced Cement Concrete (RCC Grade M25) in Super struchure complete as per Drawing and Technical Specifications.AS PER MORTH 114.01B

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.AS PER MORTH 12.42 /1600

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications as per MORTH 13.04/1400&2200/B(Coursed rubble masonry (first sort ))

Supply and Laying of RCC 1000 mm dia Hume pipe NP3 including collars/spigot jointed with mixture of cement in the proportion of 1:2 (1 cement : 2 fine sand) including tasteing of joint. As per VNS & LKO SOR.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications AS PER MORTH 13.02/1300&2200

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications AS PER MORTH 13.03/1300&2200

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.AS PER MORTH 16.01/2503

RAM SANEHI AND SONS