Construction of Internal road at Medical College Campus and Construction of Helipad near Stadium Ground at Sayli in DNH and Construction of main road Sayli at College 700m.

Amount

Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) - By Mechanical Means In area of light jungle.

Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordannce with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m,

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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 as per clause 401)

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.)

Prime coat (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 0.6 kg/sqm using mechanical means.)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

DBM (Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% by weight of total mix of mix, 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)

Bituminous Concrete (Providing and laying bituminous concrete with batch type hot mix plantusing crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 % by weight of total mix of mix, 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) Grade I

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

Road Markers/Road Stud with Lense Reflector )Providing and fixing of road stud 100 X 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS part 4: 1973)

Demolition of Brick work and stone masonary including stacking of serviceable materials with all lead and lift. (In-Lime Mortar).

Providing and fixing concrete kerb stone of gray cement base concrete block KHB gray SLVWP 600mm x 300mm x 150mm of M40 grade concrete with minimum average 4MPA bending strength at 28 days including excavation for fixing in proper line and level, filing the joint with cm 1:3 (1 cement : 3 fine sand) etc. complete.

BOX CULVERT Excavation for structures(Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and brassing, removal of stumps and other deleterious matter, dressing of side and bottom, backfilling with approved material)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) PCC M15

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) PCC M20

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (E) (Case II) RCC M30

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) (p) Height upto 5m Case II : Using Batch Mix Plant

Furnishing and Placing Reinforced/Prestressed cement concrete M 30 in super-structure as per drawing and Technical Specification (C) (Case II)(i)(p)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Supplying, fitting and placing Fe 500D TMT bar reinforcement complete as per drawing and technical specifications

Ashish Infracon Pvt Ltd