WIDENING AND STRENGTHENING OF DURGAGANJ GOPIGANJ MIRZAPUR ROAD (ODR) (5 YEARS MAINTENANCE 2.50 PERCENT OF THE COST OF CONSTRUCTION WORK)

Amount

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

Construction of embankment with material Deposited from roadwork cutting construction of embankment with approved material deposited at site from roadway cutting and excavation from dram and foundation of other structures graded and compaccted to meet requirement of table 300.2

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

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.

Providing, laying and 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 with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub-base / subgrade and compaction with road roller to achieve the desired density.

Providing and applying tack coat-1 with bitumen (VG-10) using bitumen emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 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. 507 complete in all respects.

Providing and laying bituminous concrete with 100-120 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 @ 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. 509 complete in all respects

construction of U type RCC Drain in both sides of the road etc. up to out fall Earth work In excation in foundation (SI. No. 251)

construction of U type RCC Drain in both sides of the road etc. up to out fall Cement concrete 1:4:8 (SI. No. 281)

construction of U type RCC Drain in both sides of the road etc. up to out fall R.C.C. 1:2:4 (SI. No. 283)

construction of U type RCC Drain in both sides of the road etc. up to out fall M.S. Iron Work

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 303.1

MCCMAHADEO CONSTRUCTIONS PRIVATE LIMITED (BID ID -4860265)

M/S CHANDRAWATI CONSTRUCTION PVT LTD (BID ID -4858566)

M/S SATYA PRAKASH SINGH CONSTRUCTION CO (BID ID -4862983)

M/s Jai Hanuman Construction (BID ID -4862814)

M/S BRAHMDEEEN AND SONS (BID ID -4862738)