Approximate quantities of work to be expected are as follows: 1,320 L.F. - Pavement Sawing \ 22,770 S.Y. - Pulverizing Asphalt Pavement \ 3,400 CY - Excavation \ 1,675 TON - Breaker Run \ 840 TON - 1 1/4" Crushed Aggregate Base \ 750 TON - 3/4" Crushed Aggregate Shoulder \ 128 L.F. - Varied Size Culvert CIPP Lining \ 40 L.F. - 34"x53” R.C.P. HE Storm Sewer \ 13 EA - Sanitary Manhole Adjustment \ 5,675 TON - HMA Pavement (3 MT 58-28 S) \ 3,245 TON - HMA Pavement (4 MT 58-28 H) \ 2,070 GAL - Bituminous Tack Coat \ 30,165 L.F. - Marking Line Epoxy 4-Inch \ 412 L.F. - Marking Line Epoxy 8-Inch \ 163 L.F. - Marking Line Epoxy 12-Inch \ 41 L.F. - Marking Stop Line 18-Inch \ 3 EA - Marking Word Epoxy \ 2 EA - Marking Arrow Epoxy \ Together with appurtenant construction.
