Widening and Strengthening of Kachhawa Jamua Rajatalab Road (ODR)

Amount

Excavation in soil using hydraulic excavator C.K. 90 and tipper with disposal upto 1000 m :- Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper triming bottom and side slop in accordance with requirement of lime, grade and cross section and transporting of the embankment loctiong within all lift and lead. as per MoRTH specification No. 301

Construction of Embankment with Material deposited from Roadway Cutting:- 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

Construction of Embankment with Material obtained from road side without lead) :- Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2 (without lead) (Data Book Sr. No. 3.16) material obtained from right way.

G.S.B. Construction of granular sub-base by providing coarse 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. (Three layer widening)

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, spreading and compacting graded stone aggregate to wet mix macadam specification including 3.50% Emulsion and 1% Cement 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 and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.250 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503 For BC

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 to 5.6 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 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

Providing and laying Cut stone of road or Shoulders with 25x15x10 cm sise dressed cut stone overwbm surface including providing average 3cm thick stone dust for leveling cost of and joint filling with coarse sand and 5% bitumen mix including all cost of labor fuel wood T&P etc requred for Proper completion of work .dismantling of cut stone soling Same as above but dismantling of cut stone soling

Providing and laying Cut stone of road or Shoulders with 25x15x10 cm sise dressed cut stone overwbm surface including providing average 3cm thick stone dust for leveling cost of and joint filling with coarse sand and 5% bitumen mix including all cost of labor fuel wood T&P etc requred for Proper completion of work .

Construction of 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. 300-2

Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (from 1 Km. distance) (patri work)

Drain Excavation in foundation in soil mixed with moorum / single/Black cotton/ Kankar requiring the use of special T&P such as pickaxe, subble etc including lift up to 1.5m and lead upto 30m and including filling, watering, and ramming execauted earth in to

P.C.C with 4cm gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all material, labour T&P etc required for proper completion of the work as per SI No. 281

Laying R.C.C. slab on 1:2:4 with Cement C/S and 20 mm. gauge stone grit.as per SI No 284 @ 25% on Drain

Mild steel or iron work such as in reinforced concrete work wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured.as direction of E/I

M/s A K Construction Company