Widening and strengthening of Salempur Bartha Bareji road (ODR) (Length 13.400 Km) in Dist Deoria

Amount

Earth Work in Excavation in Trenches:- 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 1000mAs per Sr. No. 3.06 & Reference to MORT&H Specification no. 301 (Excluding GST)

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.As per Sr. No. 3.17 & 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 embankment with approved material obtained from borrow pits with all lifts and leads (with 1 km), 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 Subgrade and Earthen Shoulders:- 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. 3.18 & 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, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401As per Sr. No. 4.01 & Reference to MORT&H Specification no. 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 paver 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)

Wet Mix Macadem (stablised):- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (Stabilization with 1% Cement and 3.5% Emulsion by weight of Mix) 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. (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 surfaces:- 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)

Dry Lean Cement Concrete Sub- base:- 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 Sr. No. 6.01 & Reference to MORT&H Specification no. 601 (Excluding GST)

Cement Concrete Pavement (PQC M 35 grade Using Batching Plant-120 cum capacity):- 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 Sr. No. 6.02 & Reference to MORT&H Specification no. 602 (Excluding GST)

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 Sr. No. 12.01(i) & Reference to MORT&H Specification no. 304 (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.As per Sr. No. 12.04 & Reference to MORT&H Specification no. 2100 (Excluding GST)

Reinforced Cement Concrete M-20 for wall & slab etc. complete as per Drawing and Technical Specifications.As per Sr. No. 15.12 & Reference to MORT&H Specification no. 1700 & 2100 (Excluding GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Specifications. As per Sr. No. 15.13 & Reference to MORT&H Specification no. 1600 (Excluding GST)

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical SpecificationsAs per Sr. No. & Reference to MORT&H Specification no. 1300 & 2200 (Excluding GST)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per Sr. No. 13.01 & Reference to MORT&H Specification no. (Excluding GST)

Supply of 1000 NP-3 Hume pipes As per SOR (Excluding GST)

Supply of NP-3 coller As per SOR (Excluding GST)

Laying of NP-3 Hume pipes As per SOR (Excluding GST)

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 SOR (Excluding GST)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification As per SOR (Excluding GST)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications As per SOR (Excluding GST)

JAI SHAKTI CONSTRUCTION (BID ID -4798406)

M/S GOVIND MADHAV (BID ID -4800247)