2023502 Pay Item Worksheet 8-20-26.xlsx

This is a Pay Item Worksheet for a construction bid proposal submitted to Palm Beach County, Florida for the Kirk Road Over LWDD L-11 Canal Culvert Replacement project (PBC Project #2023502), which operates under FDOT Annual Structural Contract R2016-0308. The project encompasses roadway and utility infrastructure improvements including culvert replacement, with roadway items comprising excavation (24 cubic yards regular excavation and 1,592 cubic yards canal excavation), asphalt milling and paving (402 square yards milling, 19 tons Superpave asphalt), concrete work (84 cubic yards for culverts/endwalls), pipe culvert installation (71 linear feet of 36-inch round pipe and 137 linear feet of precast concrete box culvert at 6 feet height by 10 feet width), riprap installation (718 tons), guardrail placement (138 linear feet), and sod installation (2,255 square yards). Utility work includes removal and reinstallation of water infrastructure, specifically 110 linear feet of existing water main and fire hydrant removal, 295 linear feet of new 12-inch and 6-inch ductile iron pipe water main installation with mechanical joints, and installation of associated valves, hydrants, and fittings. The worksheet also identifies 50 percent of charges for certain items as corresponding to Village of Palm Springs aerial work participation.

The bid proposal format lists all items with unit prices and extension amounts currently marked at zero dollars, indicating this is a blank template awaiting contractor pricing. All mobilization and maintenance of traffic costs are designated as incidental to and included within unit prices for other pay items. Contingency items totaling six line items are included for potential changes, including flowable fill (100 cubic yards), subsoil excavation (100 cubic yards), variable message signage (10 days), traffic control officer services (24 hours), storm sewer cleaning (100 linear feet), and ground-mounted signage (2 signs). Special provisions require that FDOT cast-in-place headwall data must be completed by a delegate shop drawing engineer, and the County notes it does not guarantee the accuracy of spreadsheet formulas, with plan items and quantities governing over worksheet figures. All costs for bypass pumping, dewatering, and excavation/backfill for structures are considered incidental to the respective structural pay items.