Widening And Strengthening Work of Bhagalpur Turtipar Dharhara Dumari Kharwaniya (O.D.R.) (Length 11.300 km)

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 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. & 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. 3.17 & 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 (establised):- 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 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)

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)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.As 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 900 mm NP-3 Hume pipes As per SOR (Excluding GST)

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

R N Contractor and Supplier (BID ID -4956648)

M/S APARAJITA CONSTRUCTION (BID ID -4858986)