SIDEWALK EXTENSION ALONG MAIN STREET, PHASE III – PROJECT NO. TAPNU-TA23(901)
THE BRACKET ESTIMATE ON THIS PROJECT IS FROM 600,000 TO 800,000 THIS BRACKET RANGE IS PROVIDED ONLY AS A GENERAL INDICATION OF A BROAD FINANCIAL SIZE CATEGORY FOR THE PROJECT. IT SHOULD NOT BE USED IN PREPARING A BID, NOR WILL IT HAVE ANY BEARING ON ANY DECISION TO AWARD THE CONTRACT. THE PRINCIPAL ITEMS OF WORK ARE APPROXIMATELY AS FOLLOWS:
SIDEWALK EXTENSIONS ALONG MAIN STREET FROM PECK SUTTON ROAD TO 6TH STREET INCLUDING 936 SY REMOVING CURB AND GUTTER, 745 TONS CRUSHED AGGREGATE, SECTION 825, 235 TONS SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, PATCHING, 10 LF 12” TRENCH DRAIN, MOBILIZATION, 1,686 SY CONCRETE SIDEWALK, 4” THICK, 1,551 SY CONCRETE DRIVEWAY, 6” THICK, 128 SF DETECTABLE WARNING SURFACE, 278 SY CONCRETE CURB RAMP, 244 LF CONCRETE GUTTER, 44 LF CONCRETE GUTTER (VALLEY), 424 CONCRETE CURB, TYPE A, 73 LF CONCRETE CURB TYPE E (MODIFIED), 659 LF COMBINATION CURG AND GUTTER, TYPE C, 166 CY TOPSOIL, 206 SY SOLID SODDING (BERMUDA), EROSION AND SEDIMENTATION CONTROL ITEMS, ,2,000 LF CONSTRUCTION SAFETY FENCE, GEOMETRIC CONTROLS, 1,169 SF TRAFFIC CONTROL MARKINGS
