Widening and strengthening work of barwa ratanpur Naugawa Mahesar Road in Dist Kushinagar

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. (Excluding GST)

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. (Excluding GST)

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 (Excluding GST)

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. (Excluding GST)

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. (Excluding GST)

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 GST)

Providing and applying primer coat with SS2 grade bitumen emulsion 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. (Excluding GST)

Dense Graded Bituminous Macadam Grade-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 MoRT&H specification clause No. 505 complete in all respects. (Excluding GST)

Providing and applying tack coat with bitumen Emusion grade using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous cleaned with mechanical broom. (As per MORTH Specification.) (Excluding GST)

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 & MoRT&H Specification Ref. No. 509 . (Excluding GST)

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 MoRT&H Specification Ref. No. 305 (Excluding GST)

Construction of U-Shaped RCC deep drain 450 x 450 mm average depth 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 Morth. S.I.No. 12.1 Clause. 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.(GST will be paid extra as applicable) (Excluding GST)

RCC Grade M25 Using concrete mixer (in Drain) (Excluding GST)

For 3rd Year @ 0.50%

For 4th Year @ 0.75%

For 5th Year @ 1%