Widening And Strengthening Work of Kinnar Patti Balkudiya (O.D.R.) (Length 13.800 km)

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs, saplings and trees. girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceble materials and stacking of serviceable material to be used of auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness.(Excluding GST).

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 perSr No. 3.17 & MoRT&H Specification Ref. No. 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 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, 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)

Tack Coat :- 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/granular surface cleaned with mechanical broom. As perSr No. 5.02 & MoRT&H Specification Ref. 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)

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)

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)

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-25 for Sub Structure complete as per Drawing and Technical Specifications.As per Sr. No. 15.12 & Reference to MORT&H Specification no. 1700 & 2100 (Excluding GST)

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.(Excluding GST).

Back filling behind the abutment, wingwall and retrun wall including foundation trenches with granular material combined with granular material combined with all leads and lifts at site including cost of all materials ,labour,toos and plant watering,cost of water eith all leads and lifts,dressing and ramming free form grass and other lose deleterious materials likely to deteriorate providing light barrier danger signals chawkidar and mantaining diversion,traffic regulation all complete job as per Morth specification No-2200 and direction of E/I.(Excluding GST).

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.(Excluding GST).

Reinforced Cement Concrete M-25 for Super structure 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)

Providing and laying Cement concrete wearing coat M- 30 grade including reinforcement complete as per drawing and MoRTH specification. No-2702 (Excluding GST).

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.MORT&H Specification no. 2507.2 (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. 1600 & 1700 (in Drain ) (Excluding GST)

Brick masonry work in 1:3 in sub-structure/Super Structure complete excluding pointing and plastering, as per drawing and Technical Specifications(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 900 NP-3 Hume pipes As per SOR (Excluding GST)

Supply of 600 NP-3 Hume pipes As per SOR (Excluding GST)

SADASHIV MANI TRIPATHI (BID ID -4826836)