2023502 pay item worksheet.pdf
PDF 85 KB Posted
- Solicitation number
- IFB 360 2023502 2
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for the Kirk Road over LWDD L-11 Canal Culvert Replacement project, a structural contract between Palm Beach County and an unnamed contractor under Annual Structural Contract R2016-0308 (PBC Project #2023502). The project encompasses roadway reconstruction and utility infrastructure replacement along Kirk Road, including culvert replacement, water main upgrades, and associated site work. The roadway scope includes mobilization, traffic maintenance, clearing and grubbing, excavation and embankment work totaling approximately 2,152 cubic yards, asphalt milling and placement of approximately 49 tons, concrete sidewalk installation (30 square yards), riprap and bedding stone placement (1,138 tons combined), guardrail installation (138 linear feet), and sod installation (2,255 square yards). The utility scope includes removal and replacement of existing water main and fire hydrant assembly covering approximately 310 linear feet of water main in various sizes (6-inch through 12-inch diameter ductile iron pipe), installation of associated valves, fittings, and appurtenances, and an aerial canal crossing structure. Contingency items include flowable fill, variable message signage, traffic control officers, storm sewer cleaning, and ground-mounted signage.
The worksheet presents line-item quantities and units but does not include unit prices or total bid amounts, indicating this is a blank proposal form to be completed by bidders. The document specifies that Palm Beach County does not guarantee accuracy of formulas and extensions, and that contingency items may be increased, decreased, or deleted as directed by the engineer. Notably, certain items include dual responsibility provisions, with 50 percent of charges for specific asphalt and sod work corresponding to Village of Palm Springs aerial work, requiring cost allocation between the two jurisdictions. The specification emphasizes that various costs including maintenance of traffic, mobilization, bypass pumping, dewatering, and incidental work such as clearing, excavation backfill for structures, and saw-cutting are to be included within unit prices for applicable pay items rather than bid separately.
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PROPOSAL FORM
# FDOT PAY
ITEM NUMBER ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT
ROADWAY ITEMS
1 0101 1 Mobilization (7%) 1 LS $ 2 0102 1 Maintenance of Traffic (incl. Pedestrian MOT) (7%) 1 LS $ 3 0104 11 Floating Turbidity Barrier 28 LF $ 4 0110 1 1 Clearing and Grubbing 1 LS $ 5 0120 1 Regular Excavation 24 CY $ 6 0120 5 Canal Excavation (Channel excavation) 1,592 CY $ 7 0120 6 Embankment (Compacted in Place) 3 CY $ 8 N/A Canal Embankment (Compacted in Place) 537 CY $ 9 0160 4 Type B Stabilization (LBR 40) (12") 223 SY $ 10 0285706 Optional Base Group 6 (8" Thick Coquina) 116 SY $ 11 0285707 Optional Base Group 7 111 SY $ 12 0285708 Optional Base Group 8 108 SY $ 13 0327 70 1 Milling Existing Asphalt Pavement, 1" Avg. Depth 402 SY $ 14 0334 1 53 Superpave Asphalt Concrete (Traffic Level C) 19 TN $ 15 0337 7 82 Asphalt Concrete Friction Course (FC-9.5) Rubber 30 TN $ 16 0339 1 Miscellaneous Asphalt Pavement 5 TN $ 17 0400 4 1 Class IV Concrete (Culverts/Endwalls) 84 CY $ 18 0415 1 8 Reinforcing Steel - Roadway 6,000 LB $ 19 0425 2 72 Manholes, J-7, Partial 2 EA $ 20 430175136 Pipe Culvert, Optional Material, Round, 36" 71 LF $ 21 N/A Precast Concrete Box Culvert (6'Hx10'W) 137 LF $ 22 0522 2 Concrete Sidewalk, 6" Thick 30 SY $ 23 0527 2 Detectable Warnings 36 SF $ 24 0530 3 3 Riprap, Rubble, F&I, Bank & Shore 718 TN $ 25 0530 74 Bedding Stone 420 TN $ 26 0536 1 0 Guardrail - Roadway, General/Low Speed TL-2 138 LF $ 27 0536 85 20 Guardrail End Treatment - Trailing Achorage 1 EA $ 28 0570 1 2 Performance Turf, Sod 2,255 SY $
SUBTOTAL (ROADWAY) $
UTILITY ITEMS
29 1644900 Removal of Existing Water Main & Fire Hydrant Assembly 110 LF $ 30 1050 51212 12" Flanged (FL) DIP Water Main 40 LF $ 31 1050 51212 12" Mechanical Joint (MJ) DIP Water Main (Restrained Joint) 245 LF $ 32 1050 51206 6" Mechanical Joint (MJ) DIP Water Main (Restrained Joint) 10 LF $ 33 1644300 Fire Hydrant Assembly 1 EA $ 34 1080 24106 6" Gate Valve 1 EA $ 35 1080 24112 12" Gate Valve 2 EA $ 36 1080 24112 12" Insert Valve 1 EA $ 37 1080 32112 Sample Point 4 EA $ 38 1080 22101 Fill and Flush Assembly 2 EA $ 39 1080 26102 2" Air Release Valve 1 EA $
UTILITY FITTINGS, DUCTILE IRON FITTINGS $
40 1055 51108 Utility Fittings, ductile iron/cast iron, furnish & install elbow, 6" 1 EA $ 41 1055 51112 Utility Fittings, ductile iron/cast iron, furnish & install elbow, 12" 12 EA $ 42 1055 51912 Utility Fittings, ductile iron/cast iron, furnish & install solid sleeve, 12" 2 EA $ 43 1055 51308 Utility Fittings, ductile iron/cast iron, furnish & install reducer, 8"x6" 1 EA $ 44 1056 51312 Utility Fittings, ductile iron/cast iron, furnish & install reducer, 12"x8" 1 EA $ 45 1055 51212 Utility Fittings, ductile iron/cast iron, furnish & install tee, 12" 1 EA $ 46 1055 51512 Utility Fittings, ductile iron/cast iron, furnish & install cap/plug, 12" 1 EA $ 47 N/A Aerial Canal Crossing Piles, Cap, Fan Guard & rip-rap 1 LS $
SUBTOTAL (UTILITY) $
CONTINGENCY ITEMS
48 0121 70 Flowable Fill 100.00 CY $ 49 0922102 2 Variable Message Sign (Non-MOT) 10.00 DAYS $ 50 0102 14 Traffic Control Officer (Non-MOT) 24.00 HR $ 51 N/A Storm Sewer Cleaning (Exist.) (>24" to 48") 100.00 LF $ 52 0700 1 11 Single Post Sign, F&I Ground Mount, Up to 12 SF 2 AS $
SUBTOTAL (CONTINGENCY) $
TOTAL BID $
BID PROPOSAL
KIRK ROAD OVER LWDD L-11 CANAL CULVERT REPLACEMENT
ANNUAL STRUCTURAL CONTRACT R2016-0308
PBC PROJECT #2023502
P-2
PROPOSAL FORM
# FDOT PAY
ITEM NUMBER ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT
BID PROPOSAL
KIRK ROAD OVER LWDD L-11 CANAL CULVERT REPLACEMENT
ANNUAL STRUCTURAL CONTRACT R2016-0308
PBC PROJECT #2023502
Item # FDOT Pay Item # All. All All. All
1-2. see above.
4. 0110 1 1
5-8. see above.
9 0160 4 35 SY correspond to Village of Palm Springs aerial work 12 285708 35 SY correspond to Village of Palm Springs aerial work
13-16. see above.
14 0334 1 53 3 TN correspond to Village of Palm Springs aerial work
13-16., 21. see above.
17-18 see above.
17-20. see above.
17-20. see above.
28 0570 1 2
48-52 N/A
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.
Contingency items may be increased, decreased or deleted as directed by the engineer.
Berm/swale construction, re-grading of roadways, driveways, canal sections and all other rough & finish earthwork shall be considered incidental to the bid items "excavation" and "embankment".
Sawcut & butt joint cost shall be incidental to asphalt item.
Prime and tack coats are considered incidental to roadway and sidewalk construction.
Costs 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 and unsuitable material that may be encountered during excavation as directed by Palm Beach County; and the cutting, capping and removal of the FPL abandoned conduit.
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.
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
The cost of breaking into existing structures is incidental to cost of pipe.
Sodding shall be in accordance with Section 575 of the General Provisions of this specification and shall include the costs for fertilizer and water until final acceptance.
555 SY of sod correspond to Village of Palm Spings aerial work
PAY ITEM FOOTNOTES IN CONSTRUCTION PLANS SHALL ALSO BE INCLUDED IN ITEM UNIT PRICE.
PAY ITEM FOOTNOTES
All items shall include cost to furnish and install unless otherwise noted.
Costs for bypass pumping and dewatering shall be in accordance with the special provisions provided by Palm Beach County.
FDOT 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.
P-3
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