Widening and strengthening work from left exit of BMCT road Km-169 -Km-599 of NH-730- to Zero Saraiyan Khurd Bihar Border- ODR- Total length 13-400 km- in Kushinagar district in FY 2023-24

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 G.S.T)

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. 3.6 & MoRTH Specification Ref. No. 301(Excluding G.S.T)

Constrction of embankment with approved materials deposited as 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 & MoRTH Specification Ref No 305 (Excluding G.S.T)

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. with carted Earth 3.00 Km. (Excluding G.S.T)

GSB :- 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 perSr No. 4.1 & MoRTH Specification Ref. No. 401(B) (Excluding G.S.T)

Wet Mix macadam(Plant mix method)Providing, laying, spreading and compacting stone aggregates from approved quarry 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 per MORTH specification 406. (Excluding G.S.T)

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 (ETA) As perSr No. 4.12 & MoRTH Specification Ref. No. 406(Excluding G.S.T)

DBM :- Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 as per MORTH specification clause No. 507 complete in all respects.. As per Sr No. 5.6 & MoRTH Specification Ref. No. 507 (Excluding G.S.T)

Tack Coat :- Providing and applying tack coat ( over bituminous surface) with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As perSr No. 5.2 & MoRTH Specification Ref. No. 503 (Excluding G.S.T)

BC:- Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 5.4 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. 5.8 & MoRTH Specification Ref. No. 509 (Excluding G.S.T)

Construction of sub-grade and erthen shoulders 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. 3.18 MoRTH Specification Ref. No. 305 (For Pateri Work) (Excluding G.S.T) with carted Earth 3.00 km

Protection Work:- Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302 (MORD Specification 1300,Sr. No.14.6) (Excluding G.S.T)

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. Morth Spe. 2503 Sl no 15.1(In launching appron) as per A/R (Excluding G.S.T)

surya construction co.

M/S RAJ CONSTRUCTION

M/s VIJENDRA PRATAP SINGH

Ajay Builders Engineers & Construction OPC Pvt. Ltd.

JAI SHAKTI CONSTRUCTION

AJAY ASSOCIATES