Widening and strengthening work of Pakdi Kukurghati ODR road in Deoria district

Construction of embankment with approved materials 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.As per Sr. No. 3.17 & Reference to MORT&H Specification No. 305.(Excluding GST)

Earth work in excavation in trenches-Excavation for roadway in soil using manual means including loading in tranch for carriying of cut earth to embankment site with all lifts and lead upto 1000 metres as per morth specification Clause 301-2.As per Sr. No. 3.06 & Reference to MORT&H Specification No. 305.(Excluding GST)

Construction of Embankment with Material obtained from Borrowpits(without cartage):- 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 Sr. No. 3.16 & Reference to MORT&H Specification no. 305 (Excluding GST)

Construction of Embankment with Material obtained from Borrowpits(with 1 km cartage):- 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. 300-2As per Sr. No. 3.16 & Reference to MORT&H Specification no.305 (Excluding GST)

Granular Sub-base with Graded Material:- 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(Excluding GST)

Wet Mix Macadam (Plant Mix Method):- 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.As per Sr. No. 4.14 & Reference to MORT&H Specification no. 406 (Excluding GST)

Prime Coat over WMM/WBM:- 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 kg/sqm using mechanical means.As per Sr. No. 5.01 & Reference to MORT&H Specification no. 502 (Excluding GST)

Dense Graded Bituminous Macadam Grading II:- 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 Sr. No. 5.04 & Reference to MORT&H Specification no. 505 (Excluding GST)

Tack Coat on Bituminous surface:-Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per Sr. No. 5.02 & Reference to MORT&H Specification No. 503.(Excluding GST)

Bituminous Concrete Grading II:- 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 respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (Excluding GST)

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.

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

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Morth Specification Clause 300-2.(Excluding GST)

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.

RCC Grade M20 using batching plant transit mixer & manual placing

1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SOR &SI No 305A.(Excluding GST)

Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as perSOR & SI No-574.(Excluding GST)

Plain Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications.(Excluding GST)

M 25 Grade of RCC bed block, deck slabs, approach slabs in proptions of 1:1:2 (1 part of cement, 1 part of Approved coarse sand and 2 part of 20mm Nominal Size Stone Grits) as per Morth Specification 1500,1600 &1700.(Excluding GST)