Diversion of road for expansion of Kanchan Opencast to North and south side of mine (Length 5.7 KM) at Nowrozabad Sub-Area of Johilla Area including 5 (Five) years Comprehensive Maintenance.

Amount

Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared 'surface by hauling vehicles, spreading and mixing with a motor 'grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications For 53 mm maximum size

Wet Mix Macadam 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

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 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared 'bituminous/granular surface cleaned with mechanical broom and 'as per relevant clauses of section-503 of [email protected] kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)

'Providing and laying dense bituminous macadam using crushed 'aggregates of specified grading, premixed with bituminous 'binder @ 4.0 to 4.5% by weight of total mix 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 clause '505 of specification complete in all respects. Using Drum Mix Plant of appropriate capacity.for GradingII(19 mm nominal size)

Providing and laying bituminous concrete using crushed 'aggregates of specified grading, premixed with bituminous 'binder @ 5.4 to 5.6 % 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 clause 507 of specification. Using Drum Mix Plant of appropriate capacity.or Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30)

Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade / colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-incharge and accordance with applicable specifications

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 1000 mm dia

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in Ordinary soil Mechanical Means Depth upto 3 m

Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .PCC Grade M 15

Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .PCC Grade M 20

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Total impact of GST for the purpose of CTC

SHEKHAR MISHRA (BID ID -1095105)

PRAVEEN SINGH (BID ID -1095948)