SR Badhinuapalli to NH-5 Via Bikrampur road

Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer-in-charge.

Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only

Providing , laying, spreading and compacting stone aggregates using IRC Gr-III size granite metal to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonne in stages to proper grade and camber, applying and brooming requsite type of screening / blinding materials as crusher dust to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MoSRT&H Specifications for Road & Bridge works including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge

Providing and laying tack coat over the prepared surface of penetration grade of bitumen (80/100) after scrapping clearing the road surface with cost conveyance royality T &P taxes of bitumen & other all materials including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge. Over Granular Surface

Over BT Surface

Providing surface dressing with 12kg Penetration grade of bitumen and 0.15 cum of 19mm nominal size chips per 10 sqm and rolling with PRR icluding hire and running charges of PRR but excluding cost and conveyance of chips, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge (To be used for minor repair works)

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of speficied grading premixed with bituminous binder of 60/70 penetration grade of bitumen , 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for Road & Bridge works and all other T&P articles including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge.

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. including cost, conveyance, Cess, etc. complete as per MORD technical specification clause 1915 as per direction of the Engineer in charge.

Providing and erecting direction and place identifications of semi reflective sign boards of size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300,800,1700 as per direction of the Engineer in charge (Inter mediate Board)

Supplying and fixing 15 cm dia 1.00 m long guard post of RCC M20 using 3.5 kg. of steel for each guard post with 20 mm down graded granite chips including cost of all materials, reinforcement, centering, shuttering and watering etc. complete as per specification and direction of the Engineer in charge.

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