Widening and strengthening work of Ghughli Kotwa Km-07 to Devtaha Bali (ODR) Road in District Kushinagar

Amount

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 per Sr. No. 3.16 and Reference to MORT&H Specification no. 305 (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 per Sr. No. 3.06 and Reference to MORT&H Specification no. 301 (Excluding G.S.T)

Granular Sub base with Garded 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 401. As per Sr. No. 4.01 and Reference to MORT&H Specification no. 401 (Excluding G.S.T)

Wet Mix Macadam (Plant Mixed 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 Sr. No. 4.14 and Reference to MORT&H Specification no. 406 (Excluding G.S.T)

Wet Mix Macadam (Stablised). Providing, laying, spreading and compacting graded stone aggregate to stabilized wet mix macadam (ETA) specification including premixing the Material with Cement @ 1%, Bitumen Emulsion @ 3.5% and 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 complete in all respects as directed by Engineer-in-Charge. (Excluding G.S.T)

Tack Coat on Bituminous Surface :- 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 and Reference to MORT&H Specification no. 503 (Excluding G.S.T)

Bituminous Concrete Gradeing II :- 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. 5.05 and Reference to MORT&H Specification no. 507 B (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 per Sr. No. 3.18 and Reference to MORT&H Specification no. 305 (Excluding G.S.T)

FRIENDS CONSTRUCTION COMPANY (BID ID -4828864)

SADASHIV MANI TRIPATHI (BID ID -4828609)