SHOHRATGARH HORILAPUR ITWA MARG (MDR-187E) KE AWSHESH BHAG KA WIDENING AND STRENGTHNING KARYA

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 as per MORTH specification clause No.2.30 -201

Excavation for roadwork in soil with hydraulic excavator 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 MORTH specification clause No.3.60 -301

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. as per MORTH specification clause No.3.16 -305

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. as per MORTH specification clause No.3.16 -305 (Cartage earth lead 5 Km.)

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH specification clause No.4.01 -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 as per MORTH specification clause No.4.14 -406

Providing and applying primer coat with SS1 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.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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. 505 complete in all respects.

Providing and applying tack coat with bitumen VG-10 by pressure distributor at the rate of 0.30 kg per sqm on the prepared Bituminous/Granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of Patari using earth in proper slope on both sides of widened / Strengthed road including cost of material, labour, T&P hire charges of road roller etc. required for proper completino of work.

Construction of U Type (450x600 mm) RCC drain as per Drawing and Analysic

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing and Technical Specifications.

Cost of Geo textile (sheet) made of 200 gsm woven multifilament polypropylene yarn.

Construction of K.C. Drain Work

Construction of Chute Drain Work

M/s VIJENDRA PRATAP SINGH (BID ID -5072824)

M/s Nirbhay Constructions (BID ID -5077137)

M/s Aman Traders (BID ID -5074464)

M/S GOVIND MADHAV (BID ID -5075712)

M/S KESHRAM CONTRACTOR (BID ID -5076288)