Zilla Parishad Tender

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil ROAD B TO C :- ROAD SITE

Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. ROAD 50 % ARE USED IN SITE :

A. Water Bound Macadam Base Course WBM GR-1 Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 Tonnes in stages to proper grade and camber, applying and brooming requsite type of screening / binding materials to fill up the intersticies of coarse aggregate, watering including lighting,guarding, barricading & making necessary earthen bunds of 1 m width on each side & preparing the bed by necessary cutting or filling , incl cost of all materials & hier & labour charges of all men & machinary & compacting to the reqd density as per Clause 404 of specifications for road & bridge works of MORT & H (5th revision) Grading - I aggregate (63-45 mm) using stone screening Type B (11.2 mm) by manual means