Widening and Strengthening of Rasepur Titra Road

Amount

Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, shaplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unservicable material and stacking of servicable material to be used or auctioned up to a lead of 1000 m including removal and disposal of Top organic soil not exceeding 150 mm in thickness. (Including all taxes but excluding GST)

Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper triming bottom and side slop in accordance with requirement of lime, grade and cross section and transporting of the embankment loctiong within all lift and lead. as per MoRTH specification No. 301 (Including all taxes but excluding GST)

Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2 from 1.00 Km. (Including all taxes but 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 (Including all taxes but excluding GST)

G.S.B 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 per clause 401 (Including all taxes but excluding GST)

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. (Including all taxes but excluding GST)

Providing and applying primer coat with bitumen emulsion slow setting 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 as per clause 502 of MoRTH specifications(Including all taxes but excluding GST)

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 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. (Including all taxes but excluding GST)

Tack Coat IInd on Bituminous Surface Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Including all taxes but excluding GST)

Bituminous Concrete Grading-IInd 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 respects (Including all taxes but excluding GST)

Earth work in excavation 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.

PCC Grade 1:3:6 Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and complacted by vibration including curing for 14 days. foundation

RCC Grade M20 RCC Grade M20 (Using Concrete Mixer)

HYSD Bar Supplying, fitting and placing HYSD bar reinforecement in super-structure complete as per drawing and technical specifications

M/S ANMOL ASSOCIATES

M/s Ashok Kumar Singh Contractor

ANUKTA CONSTRUCTION

ganga sagar singh

M/s Raj Laxmi Enterprises

M/S RAJ COMPANY AND SUPPLIERS

M/s Alok Construction