2023502 Pay Item Worksheet 8-20-26.xlsx

XLSX spreadsheet 20 KB Posted

Attached to
Kirk Road Over LWDD L-11 Canal - Culvert Replacement
Solicitation number
IFB 360 2023502 4
Issued by
Palm Beach County, Florida

About this file

This is a Pay Item Worksheet for a culvert replacement project submitted to Palm Beach County, Florida under Annual Structural Contract R2016-0308 for Project #2023502 (Kirk Road Over LWDD L-11 Canal Culvert Replacement). The project encompasses roadway reconstruction, utility infrastructure upgrades, and associated site work. Major roadway components include mobilization, maintenance of traffic, clearing and grubbing, excavation totaling approximately 1,616 cubic yards, asphalt milling and placement, concrete work for culverts and endwalls, and riprap installation (718 tons). Utility work involves removal and replacement of water main infrastructure (295 linear feet of various diameter DIP water main), installation of gate valves, fire hydrant assembly, and associated fittings and appurtenances. Additional site improvements include guardrail installation (138 linear feet), fencing, sidewalk construction, and performance turf sod installation (2,255 square yards). The worksheet includes contingency line items for flowable fill, subsoil excavation, traffic control, and storm sewer cleaning. Notably, 50 percent of aerial work charges correspond to the Village of Palm Springs.

The Pay Item Worksheet provides a detailed bid proposal structure with 53 line items across roadway, utility, and contingency categories, though all unit prices are currently blank (indicated by "$-0" entries), suggesting this represents a template for bidder submission rather than an executed award. Key cost considerations include that mobilization and maintenance of traffic costs must be incorporated into individual pay item unit prices rather than bid separately, and all costs for bypass pumping and dewatering shall follow specifications provided by Palm Beach County. Special provisions apply to cast-in-place concrete headwork requiring shop drawing engineer completion, and excavation and backfill for structures including select bedding material are incidental to structural costs. Contingency items may be increased, decreased, or deleted at engineer direction. The worksheet includes extensive footnotes detailing incidental work scope, including sawcutting, removal of existing utilities and structures, dewatering requirements, and restoration work to be factored into respective bid items.

View the file

Other files

Show all 14

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Pay Item Worksheet

BID PROPOSAL
KIRK ROAD OVER LWDD L-11 CANAL CULVERT REPLACEMENT
ANNUAL STRUCTURAL CONTRACT R2016-0308
PBC PROJECT #2023502
#FDOT PAY ITEM NUMBERITEM DESCRIPTIONQTYUNITSUNIT PRICEAMOUNT
ROADWAY ITEMS
10101 1Mobilization1LS$ - 0
20102 1Maintenance of Traffic (incl. Pedestrian MOT)1LS$ - 0
30104 11Floating Turbidity Barrier28LF$ - 0
40110 1 1Clearing and Grubbing1LS$ - 0
50120 1Regular Excavation24CY$ - 0
60120 5Canal Excavation (Channel excavation)1,592CY$ - 0
7N/ACanal Embankment (Compacted in Place)550CY$ - 0
80160 4Type B Stabilization (LBR 40) (12")223SY$ - 0
90285706Optional Base Group 6 (8" Thick Coquina)116SY$ - 0
100285707Optional Base Group 7111SY$ - 0
110285708Optional Base Group 8108SY$ - 0
120327 70 1Milling Existing Asphalt Pavement, 1" Avg. Depth402SY$ - 0
130334 1 53Superpave Asphalt Concrete (Traffic Level C)19TN$ - 0
140337 7 82Asphalt Concrete Friction Course (FC-9.5) Rubber30TN$ - 0
150339 1Miscellaneous Asphalt Pavement5TN$ - 0
160400 4 1Class IV Concrete (Culverts/Endwalls)84CY$ - 0
170415 1 8Reinforcing Steel - Roadway6,000LB$ - 0
180425 2 72Manholes, J-7, Partial2EA$ - 0
19430175136Pipe Culvert, Optional Material, Round, 36"71LF$ - 0
20N/APrecast Concrete Box Culvert (6'Hx10'W)137LF$ - 0
210522 2Concrete Sidewalk, 6" Thick30SY$ - 0
220527 2Detectable Warnings36SF$ - 0
230530 3 3Riprap, Rubble, F&I, Bank & Shore718TN$ - 0
240530 74Bedding Stone420TN$ - 0
250536 1 0Guardrail - Roadway, General/Low Speed TL-2138LF$ - 0
260536 85 20Guardrail End Treatment - Trailing Achorage1EA$ - 0
270550 10220 1Fencing, Type B, 5.1-6.0', Standard125LF$ - 0
280570 1 2Performance Turf, Sod2,255SY$ - 0
SUBTOTAL (ROADWAY)$ - 0
UTILITY ITEMS
291644900Removal of Existing Water Main & Fire Hydrant Assembly110LF$ - 0
301050 5121212" Flanged (FL) DIP Water Main40LF$ - 0
311050 5121212" Mechanical Joint (MJ) DIP Water Main (Restrained Joint)245LF$ - 0
321050 512066" Mechanical Joint (MJ) DIP Water Main (Restrained Joint)10LF$ - 0
331644300Fire Hydrant Assembly1EA$ - 0
341080 241066" Gate Valve1EA$ - 0
351080 2411212" Gate Valve2EA$ - 0
361080 2411212" Insert Valve1EA$ - 0
371080 32112Sample Point4EA$ - 0
381080 22101Fill and Flush Assembly2EA$ - 0
391080 261022" Air Release Valve1EA$ - 0
UTILITY FITTINGS, DUCTILE IRON FITTINGS$ - 0
401055 51108Utility Fittings, ductile iron/cast iron, furnish & install elbow, 6"1EA$ - 0
411055 51112Utility Fittings, ductile iron/cast iron, furnish & install elbow, 12"12EA$ - 0
421055 51912Utility Fittings, ductile iron/cast iron, furnish & install solid sleeve, 12"2EA$ - 0
431055 51308Utility Fittings, ductile iron/cast iron, furnish & install reducer, 8"x6"1EA$ - 0
441056 51312Utility Fittings, ductile iron/cast iron, furnish & install reducer, 12"x8"1EA$ - 0
451055 51212Utility Fittings, ductile iron/cast iron, furnish & install tee, 12"1EA$ - 0
461055 51512Utility Fittings, ductile iron/cast iron, furnish & install cap/plug, 12"1EA$ - 0
47N/AAerial Canal Crossing Piles, Cap, Fan Guard & rip-rap1LS$ - 0
SUBTOTAL (UTILITY)$ - 0
CONTINGENCY ITEMS
480121 70Flowable Fill100.00CY$ - 0
490120 4Subsoil Excavation100.00CY$ - 0
500922102 2Variable Message Sign (Non-MOT)10.00DAYS$ - 0
510102 14Traffic Control Officer (Non-MOT)24.00HR$ - 0
52N/AStorm Sewer Cleaning (Exist.) (>24" to 48")100.00LF$ - 0
530700 1 11Single Post Sign, F&I Ground Mount, Up to 12 SF2AS$ - 0
SUBTOTAL (CONTINGENCY)$ - 0
TOTAL BID$ - 0
THE COUNTY DOES NOT GUARANTEE THE ACCURACY OF THE FORMULAS AND EXTENSIONS USED IN THIS SPREADSHEET.
THE ITEMS AND QUANTITIES ABOVE, SHALL GOVERN OVER THE PLANS.
PAY ITEM FOOTNOTES IN CONSTRUCTION PLANS SHALL ALSO BE INCLUDED IN ITEM UNIT PRICE.
Item #FDOT Pay Item #PAY ITEM FOOTNOTES
All.All items shall include cost to furnish and install unless otherwise noted.
All.Costs for bypass pumping and dewatering shall be in accordance with the special provisions provided by Palm Beach County.
1-2.All costs for Maintenance of Traffic (MOT) and Mobilization shall be considered incidental to, and shall be included in, unit prices for pay items. 50% of the charges correspond to Village of Palm Springs aerial work.
4.0110 1 1Costs for clearing and grubbing to include sawcut of existing asphalt or concrete designated for removal per the plans; the removal of existing pavement and sidewalk; the removal and relocation of privately owned systems such as irrigation, fencing, etc.; the removal/obliteration of any existing striping; the removal and relocation of any posts, signs, or trees; the removal of any storm structures or piping; the removal and disposal in suitable areas of excess that may be encountered during excavation as directed by Palm Beach County; the cutting, capping and removal of the FPL abandoned conduit; the removal of the existing gate within LWDD ROW; and the existing chain link fence on the southwest of the canal.
5-8.Berm/swale construction, re-grading of roadways, driveways, canal sections and all other rough & finish earthwork shall be considered incidental to the bid item Regular Excavation.
7Cost of Embankment to be included in the pay item Canal Embankment.
80160 435 SY correspond to Village of Palm Springs aerial work
1128570835 SY correspond to Village of Palm Springs aerial work
12Sawcut & butt joint cost shall be incidental to asphalt item.
130334 1 533 TN correspond to Village of Palm Springs aerial work
12-15.Prime and tack coats are considered incidental to roadway and sidewalk construction.
16-17FDOT cast-in-place headwall data table (index 400-289) must be completed by a delegate shop drawing engineer. See special provisions provided by Palm Beach County.
16-19.Excavation and backfill for structures including cost of any select bedding material that may be necessary for a satisfactory installation as directed by Palm Beach County is considered incidental to the cost of the structures.
16-19.The cost of breaking into existing structures is incidental to cost of pipe.
280570 1 2555 SY of sod correspond to Village of Palm Spings aerial work
48-53Contingency items may be increased, decreased or deleted as directed by the engineer.

&"Times New Roman,Bold"&14PROPOSAL FORM

&"Times New Roman,Bold"&14P-&PA

File details come from the government source that posted it. Updated .