2023502 Pay Item Worksheet 8-20-26 P2 and P3.pdf
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- Solicitation number
- IFB 360 2023502 3
- 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 in Palm Beach County, Florida, under Annual Structural Contract R2016-0308 (PBC Project #2023502). The project encompasses roadway construction and utility work involving culvert replacement and associated infrastructure improvements. The scope includes clearing and grubbing, excavation (both regular and canal), asphalt milling and placement, concrete work, riprap installation, guardrail installation, turf sod, water main removal and replacement, fire hydrant assembly installation, ductile iron fittings, and aerial canal crossing construction. Roadway items total 28 line items with quantities ranging from 1 lump sum (mobilization and maintenance of traffic) to 2,255 square yards (performance turf sod). Utility items comprise 19 line items including water main installation in various diameters and configurations, gate valves, and associated fittings. Contingency items include flowable fill, subsoil excavation, variable message signs, traffic control officer hours, and storm sewer cleaning, with quantities of 100 cubic yards, 100 cubic yards, 10 days, 24 hours, 100 linear feet, and 2 signs respectively.
The worksheet establishes unit price and total amount columns for bidder pricing but does not specify actual unit prices or lump sum amounts, indicating this is a template for proposal submission. Notable cost allocation provisions include that 50 percent of charges for specified aerial work correspond to Village of Palm Springs, and 555 square yards of sod also correspond to Village of Palm Springs aerial work. The document explicitly states that mobilization and maintenance of traffic costs shall be incidental to unit prices for pay items, and that numerous ancillary costs—including bypass pumping, dewatering, clearing and grubbing, excavation and backfill for structures, and structural headwall documentation—are included in respective pay item prices. The footer note indicates that the county does not guarantee accuracy of formulas and extensions, and that contingency items may be increased, decreased, or deleted as directed by the engineer.
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PROPOSAL FORM
FDOT PAY
ITEM NUMBER
ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT
ROADWAY ITEMS
1 0101 1 Mobilization 1 LS
2 0102 1 Maintenance of Traffic (incl. Pedestrian MOT) 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 N/A Canal Embankment (Compacted in Place) 550 CY
8 0160 4 Type B Stabilization (LBR 40) (12") 223 SY
9 0285706 Optional Base Group 6 (8" Thick Coquina) 116 SY
10 0285707 Optional Base Group 7 111 SY
11 0285708 Optional Base Group 8 108 SY
12 0327 70 1 Milling Existing Asphalt Pavement, 1" Avg. Depth 402 SY
13 0334 1 53 Superpave Asphalt Concrete (Traffic Level C) 19 TN
14 0337 7 82 Asphalt Concrete Friction Course (FC-9.5) Rubber 30 TN
15 0339 1 Miscellaneous Asphalt Pavement 5 TN
16 0400 4 1 Class IV Concrete (Culverts/Endwalls) 84 CY
17 0415 1 8 Reinforcing Steel - Roadway 6,000 LB
18 0425 2 72 Manholes, J-7, Partial 2 EA
19 430175136 Pipe Culvert, Optional Material, Round, 36" 71 LF
20 N/A Precast Concrete Box Culvert (6'Hx10'W) 137 LF
21 0522 2 Concrete Sidewalk, 6" Thick 30 SY
22 0527 2 Detectable Warnings 36 SF
23 0530 3 3 Riprap, Rubble, F&I, Bank & Shore 718 TN
24 0530 74 Bedding Stone 420 TN
25 0536 1 0 Guardrail - Roadway, General/Low Speed TL-2 138 LF
26 0536 85 20 Guardrail End Treatment - Trailing Achorage 1 EA
27 0550 10220 1 Fencing, Type B, 5.1-6.0', Standard 125 LF
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 0120 4 Subsoil Excavation 100.00 CY
50 0922102 2 Variable Message Sign (Non-MOT) 10.00 DAYS
51 0102 14 Traffic Control Officer (Non-MOT) 24.00 HR
52 N/A Storm Sewer Cleaning (Exist.) (>24" to 48") 100.00 LF
53 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-2A
Sandra Ospina Highlight
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.
1-2.
4. 0110 1 1
5-8.
7 Cost of Embankment to be included in the pay item Canal Embankment.
8 0160 4 35 SY correspond to Village of Palm Springs aerial work 11 285708 35 SY correspond to Village of Palm Springs aerial work
13 0334 1 53 3 TN correspond to Village of Palm Springs aerial work
12-15.
16-17
16-19.
16-19.
28 0570 1 2
48-53
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 item Regular Excavation.
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 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.
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.
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-3A
Sandra Ospina Highlight
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