WIDENING AND STRENGTHNING WORK OF SEMARI BISKOHAR (ODR) KM 0.000 SE 16.000

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 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with 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.as per Technical Specification Clause 502

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.00 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 using emulsion pressure distributor at the rate of 0.25 kg to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MORTH specification clause No. 5.02 -503

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. 5.05 -507

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 un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 as per MORTH specification clause No. 6.02 -602

Construction of U Type (500x650 mm) RCC drain as per Drawing and Analysic

Construction / Reconstruction of RCC Culvert Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side complete in all respect.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exeeding 8km from the site of work and including watering dressing etc. Rate to include cost of all materials. Labour and T&P etc. required for proper completion of the work.As per SI No 255

(M-10) concrete with 40mm gauge stone ballast in 1:3:6 cement sand and approved grit in foundation including supply of all material labour tools and plants etc requider for completetion of the work. As per SI 280

M-25 Class R.C.C. work with cement approved course sand 2CM gauge approved stone abllast in porportion of 1:1/1/2:3 in lintals bed block and Deks slab & Approved slab including cost of suttering but excluding steel etc. complete As per SI No 286(a)

Class 150 sub-class 'A' brick in cement mortar 1:3 cement & approved course sand mortor in foundation and plingth including supply of all material, labour, T&P etc. required for proper completion of work, As per SI No 307

Mild Steel or iron work such as in reinforced concrete as in reinforced brick work (When not including in over all rates) required for proper completion of work as per Sl No 504

Providing weep holes in reinforceed concerete abutment. Wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structure slope of 1(V)20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7

Providing and laying Back Filling behind abutment wing wall and behind retuirn wall complete as per drawing and technical specification.

MAA Aadi Shakti Infrabuild India Pvt. Ltd. (BID ID -5094079)

M/S ARUNIMA CONSTRUCTIONS (BID ID -5094073)

M/S RAJ CONSTRUCTION (BID ID -5091678)

M/S G S COATINGS (BID ID -5093331)

A K ENGINEERING WORKS (BID ID -5094037)

RCC DEVELOPERS PRIVATE LIMITED (BID ID -5087601)