Widening and strengthening work of Tamkuhibazar road from km-19 of NH-28B via Padrauna on the right in Kushinagar district (length 25.00 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.As perSr No. 2.3 & MoRT&H Specification Ref. No. 201 (Excluding GST)

Excavation in soil using Hydraulic Excavator and Tipper with Disposal uoto 1000 :- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1000m As perSr No. 3.06 & MoRT&H Specification Ref. 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 perSr No. 3.16 & MoRT&H Specification Ref. No. 305(Excluding GST)

Granular Sub-Base with Close Graded Material (Table:- 400- 1) Grade-1:- 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 perSr No. 4.01 & MoRT&H Specification Ref. No. 401 (Excluding GST)

Wet Mix macadam(Plant mix method) :- Providing, laying, spreading and compacting stone aggregates to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As perSr No. 4.14 & MoRT&H Specification Ref. No. 406 (Excluding GST)

ETA:-Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site. Laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.As perSr No. 4.14 & MoRT&H Specification Ref. No. 406 (Excluding GST)

Dense Graded Bituminous Macadam:- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 percent by weight of total mix and filler, fransporting 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 complete in all respects.As perSr No. 5.04 & MoRT&H Specification Ref. No. 505B (Excluding GST)

Tack Coat on bituminous surface :- Providing and applying tack coat with bitumen Emusion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous cleaned with mechanical broom.. As perSr No. 5.2 & MoRT&H Specification Ref. No. 503 (i) (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 @ 5.40 percent 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 Sr No. 5.05 & MoRT&H Specification Ref. No. 507B complete in all respects. (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 perSr No. 3.16 & MoRT&H Specification Ref. No. 305 (Excluding GST)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. As per Sr No. 16.04 & MORT&H Specification Ref. No. 2504

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 Sr No. 16.01 & MORT&H Specification Ref. No. 2503 (In launching appron) as per A/R

M/s Chopra Traders (BID ID -4964307)

M/s Nirbhay Constructions (BID ID -4963480)

M/s R And C Infraengineers Private Limited (BID ID -4987279)

JAI SHAKTI CONSTRUCTION (BID ID -4980295)