Specifications include, but are not limited to: RUTLAND-PITTSFORD NH 2963 (1) - BEGINNING IN THE TOWN OF RUTLAND ON US ROUTE 7 AT STATION R 62 +15.00 (MM 1. 177) EXTENDING NORTH 21,915.00 FEET (4.151 MILES) ON US ROUTE 7 TO THE TOWN OF PITTSFORD STATION P 72+00.00 (MM 1. 364). PITTSFORD STP 2968 (1) - BEGINNING IN THE TOWN OF PITTSFORD ON VT ROUTE 3 AT STATION P 0+00.00 (MM 0.000) AND EXTENDING NORTH APPROXIMATELY 14,820.00 FEET (2.807 MILES) ON VT ROUTE 3 TO STATION P 148+20.00 (MM 2.807) TO THE INTERSECTION OF US ROUTE 7. TYPE OF CONSTRUCTION: WORK TO BE PERFORMED UNDER BOTH PROJECTS INCLUDES COARSE-MILLING AND RESURFACING WITH A LEVELING COURSE AND A SURFACE COURSE, PAVEMENT MARKINGS, GUARDRAIL, SIGNS, AND OTHER HIGHWAY RELATED ITEMS. 201.31 0005 THINNING AND TRIMMING FOR SIGNS 34.000 EACH 203.15 0010 COMMON EXCAVATION 45.000 CY 203.28 0015 EXCAVATION OF SURFACES AND PAVEMENTS 210.000 CY 203.30 0020 EARTH BORROW 125.000 CY 203.40 0025 SHOULDER BERM REMOVAL 201.000 LF 204.22 0030 TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.) 2.000 CY 210.10 0035 COARSE-MILLING, BITUMINOUS PAVEMENT 28,000.000 SY 213.10 0040 MILLED RUMBLE STRIPS (CENTERLINE) 11,500.000 LF 301.28 0045 SUBBASE OF CRUSHED GRAVEL, FINE GRADED 600.000 TON 401.10 0050 AGGREGATE SURFACE COURSE 36.000 CY 404.65 0055 EMULSIFIED ASPHALT 1,450.000 CWT 406.28 0060 AIR VOIDS PAY ADJUSTMENT (N.A.B.I.) 1.000 LU 406.29 0065 MAT DENSITY PAY ADJUSTMENT (N.A.B.I.) 2.000 LU 406.30 0070 SURFACE TOLERANCE PAY ADJUSTMENT (N.A.B.I.) 2.000 LU 406.31 0075 LONGITUDINAL JOINT COMPACTION PAY ADJUSTMENT (N.A.B.I.) 2.000 LU 406.35 0080 SUPERPAVE BITUMINOUS CONCRETE PAVEMENT 18,350.000 TON