Widening and strengthening work of Devthaan Kuti link road (ODR) (Length 6.200 Km) from km 34 of Hata Gauri Bazar in Deoria district

Earth Work in Excavation in Trenches Excavation for roadwork in soil using hydraulic excavatior including loading and unloading in tipper,trimming bottom and side slop trenches for carrring of cut earth to emankment site with all lift and lead up to 1000 mMORTH as per 3.06 sppecification 301 (Excluding GST.)

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 3.17 and reference to MORTH sppecification 305 (Excluding GST.)

Construction of Embankment with Material obtained from Borrowpits 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 3.06 and reference to MORTH sppecification 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. 300-2 as per 3.18 and reference to MORTH sppecification 305( Excluding GST.)

Granular Sub-Base with close 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 MORTH specification clause 401 ( Excluding GST.)

WMM 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 pave MORTH specification clause406( Excluding GST.)

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. MORTH specification clause502 (Excluding GST.)

Providing and laying dense graded bituminous macadam Gr-2 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. (Excluding GST.)

Providing and applying tack coat with bitumen vg-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.MoRTH specification clause No. 503 (Excluding GST.)

Providing and laying bituminous concrete Gr-2 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 ( 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 MORTH specification clause 601 (Excluding GST).

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 drawingMorth specification clause 602( Excluding GST.)

Excavation of foundation in ordinary soil including lift upto 1.50 m and lead up 30m and including filling watering and ramming of excavated earth into trenches or into the plinth and removel and disposal of surplus earth as direction by I/E upto a distance of 30m from the foundation trench as per Reference .Reference MORT&H Specifications sl.no 9.01and 304 (Excluding GST (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 MORT&H Specification no2100 ( Excluding GST.)

RCC(M-20) Grade in drain wall, base comple as per. as per MORT&H Specification no2100 case 2 ( Excluding GST.)

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications as per MORT&H Specification no 1600 Sr no 9.16 (Excluding GST.)

Brick masonry work in 1:3 in sub- structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per MORT&H Specification no 1300&2200 sl no 9.8 (Excluding GST.) (Excluding GST.)

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification. as per MORT&H Specification no 1300&2200 Sr no 9.9 (Excluding GST.)

Reinforced cement concrement M-25 in sub/ super structure as per drawing and Technical Specifications. MORT&H Spefection Clause 9.1.4 Case II (Excluding GST.)

Plane/Reinforced Cement concrete in wearing coat M-30 complete as per drawing and Technical Specifications MORT&H Specifications 2702 Sr No.15.18 (Excluding GST.)

Plastering with cement mortar (1:3) in substructure/superstracutre as per technical specification. As per as per MORT&H Specification 1300 &2200 Sr no. 9.10 (Excluding GST.)

Plain Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications. MORT&H Specfection Clouse 9.1.4 Case II (Excluding GST.)

Back filling behind abutment, wing wall and return wall complete with gsb as per drawing and Technical Specification MORT&H Specification 710.1.4.of IRC:78 & 2200 Sr No. 9.26 (Excluding GST.)

Supply and laying of 1000 mm NP-3 hume pipe. including cost of all materials, loading, unloading etc. (Excluding GST.)

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.Reference to MORT&H Specification 305 Sr No.3.16 (Excluding GST.).

First class brick on edge floor laid dry joint sand filled including preparation of baseto proper slope and its ramming and including supply of all materials, labour and T&P etc. required for proper complition of the work.as per sor 615 (Excluding GST.)

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 50 as per sor 694 (Excluding GST.)