Cheatham LLC Construction Incorporated Southern...
Transcript of Cheatham LLC Construction Incorporated Southern...
May 15, 2020DATE:
J.W. Cheatham, LLCRussell Engineering, Inc.Hardrives of Delray, Inc.Ranger Construction Industries, Inc.Rosso Site Development, Inc.Ryan Incorporated SouthernBergeron Land Development, Inc.Ric-Man International, Inc.
TO:
Department of Engineeringand Public Works
P.O. Box 21229
West Palm Beach, FL 33416-1229(561) 684-4000
FAX: (561) 684-4050
www.pbcgov.com
Morton L. Rose, P.E., Director, Roadway Production Div.FROM:
AWARD RECOMMENDATIONLYONS RD, N. OF LWDD L-14 CANAL TO LAKEWORTH RD & LYONS RD, LAKE WORTH RD TOS. OF LWDD L-ll CANALPALM BEACH COUNTY PROJECT NOS. 2010504B& 2007500A
RE:
Palm Beach CountyBoard of CountyCommissioners Based on bid results and EBO compliance review, Engineering & Public
Works recommends award of the above referenced contract to J.W.Cheatham, LLC.Dave Kerner, Mayor
Robert S. Weinroth, Vice MayorThe enclosed Award Recommendation will be posted at the Engineering &Public Works Department / Roadway Production Division reception area onthe 3rd Floor at 2300 North Jog Road, West Palm Beach, Florida on May 18,2020. If your office wishes to protest the award recommendation, you maydo so by addressing your protest to Ms. Kathleen M. Scarlett, Director, PalmBeach County Purchasing Department, 50 South Military Trail, West PalmBeach, Florida 33415. Failure to submit a protest to the Director ofPurchasing within five (5) business days after posting of the AwardRecommendation, as prescribed in Section 2-55(b) of the Palm Beach CountyCode, shall constitute a waiver of proceedings under the referenced CountyCode.
Hal R. Valeche
Gregg K. Weiss
Mary Lou Berger
Melissa McKinlay
Mack Bernard
County Administrator
Verdenia C. BakerWe thank you for your continued interest in bidding Palm Beach Countyprojects.
David Ricks, P.E., County EngineerTanya N. McConnell, P.E., Deputy County EngineerSteve Carrier, P.E., Assistant County EngineerYelizaveta Herman, Assistant County AttorneyKathleen M. Scarlett, Director, Purchasing DepartmentHolly B. Knight, P.E., Contracts Section Manager, Roadway Production Div.Kathleen O. Farrell, P.E., 5-Year Road Program Mgr, Roadway Prod. Div.Basher Khan, P. E., Project Engineer, Roadway Production
ec:
Mark Tomlinson, Director, Construction CoordinationVanessa Jagoo, Office Manager, Roadway Production DivisionSaman Rohani, Utility Coordinator, Roadway Production DivisionAnthony Montero, Office of the Inspector GeneralAngela Smith, Small Business Development Specialist II, OEBO
“An Equal OpportunityAffirmative Action Employer"
F:\ROADWAY\PRO\20W\20I 0504B- LYONS RD., N. OF LWDD L-14 CANAL TO LAKE WORTH RD\5 - AWARDMNTENT AND REJECTLETTERS\CONTRACTOR POSTING OF NOTICE OF INTENT TO AWARD.DOC
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AWARD RECOMMENDATION
PROJECT NOS: 2010504B & 2007500ATITLE: LYONS ROAD. N. OF LWDD L-14 CANAL TO LAKE WORTH ROAD & LYONSROAD. LAKE WORTH ROAD TO S. OF LWDD L-l1 CANAL
TOTAL AMOUNT OF BIDLIST OF BIDDERS FROMLOWEST TO HIGHEST
$7,153,789.08J.W. Cheatham, LLC *
$7,689,949.10Russell Engineering, Inc.
$8,300,000.67Hardrives of Delray Beach, Inc.
$8,494,000.00Ranger Construction Industries, Inc.$8,910,596.93Rosso Site Development, Inc.
$8,999,951.00Ryan Incorporated Southern
$9,115,000.00Bergeron Land Development, Inc.
$9,551,565.95Ric-Man International, Inc.
*Palm Beach County Engineering & Public Works recommends award to J.W. Cheatham, LLC,the lowest responsive, responsible bidder meeting EBO requirements.
REMARKS: SEE THE ATTACHED COMPLIANCE REVIEW FROM THE OFFICE OFEQUAL BUSINESS OPPORTUNITY.
DATE: May 14, 2020 TO: Holly B. Knight, P.E., Contracts Section Manager FROM: Angela D. Smith, Small Business Development Specialist III Office of Equal Business Opportunity SUBJECT: Compliance Review on Project No.: 2010504B &
2007500A – Lyons Road, N. of LWDD L-14 Canal to Lake Worth Road & Lyons Road, Lake Worth Road to S. of LWDD L-11 Canal
_______________________________________________________________________________________ The following bids, opened by the Department of Engineering and Public Works on May 7, 2020, have been evaluated according to the provisions set forth for the Affirmative Procurement Initiative (API) for Construction: 13% minimum mandatory SBE participation, established for the above-mentioned solicitation. The percentages are calculated on the amount less contingency, there is no rounding. Non-SBE team members’ participation are not counted toward the API.
__________________________________________________________________________________ Bidder #1: J.W. Cheatham, LLC 7396 Westport Place West Palm Beach, FL 33413 Phone: 561-471-4100 Total Bid Amount: $7,153,789.08 Amount Less Contingency: $6,990,607.50 SBE Prime: NO Total API Achieved: 17 % TEAM EBO STATUS EXP. DATE PERCENTAGE DAWSON-WILLIAMS, INC. SBE 2/23/2023 17% ________________________________________________________________________ Bidder #2: Russell Engineering, Inc. 2530 SW 36th Street Ft. Lauderdale, FL 33312 Phone: (954) 321-9336 Total Bid Amount: $7,689,949.10 Amount Less Contingency: $7,522,346.60 SBE Prime: NO Total API Achieved: 29.8% TEAM EBO STATUS EXP. DATE PERCENTAGE ALL PHASE, INC. S/MBE 5/25/2020 12.7% DAWSON-WILLIAMS, INC. SBE 2/23/2023 17.1%
________________________________________________________________ Bidder #3: Hardrives of Delray, Inc. 2101 South Congress Avenue Delray Beach, FL 33445 Phone: (561) 278-0456 Total Bid Amount: $8,300,000.67 Amount Less Contingency: $8,119,442.68 SBE Prime: NO Total API Achieved: 27.4% TEAM EBO STATUS EXP. DATE PERCENTAGE PATHWAY ENTERPRISES SBE 5/7/2021 11.6% DAWSON-WILLIAMS SBE 2/23/2020 15.8% SIGNAL TECHNOLOGY, INC. NON-SBE ________________________________________________________________________ Bidder #4: Ranger Construction Industries, Inc. 101 Sansbury’s Way West Palm Beach, FL 33411 Phone: (561) 793-9400 Total Bid Amount: $8,494,000.00 Amount Less Contingency: $8,355,424.88 SBE Prime: NO Total API Achieved: 13.22% TEAM EBO STATUS EXP. DATE PERCENTAGE WM D ADEIMY JR., INC. SBE 3/21/2023 11.16% Sirdar Trucking, Inc. S/MBE 2/23/2023 2.06%
_______________________________________________________________________ Bidder #5: Rosso Site Development 1302 S. J Street Lake Worth, FL 33460 Phone: (561) 689-0889 Total Bid Amount: $8,910,596.93 Amount Less Contingency: $8,759,063.38 SBE Prime: YES Total API Achieved: 28.2% TEAM EBO STATUS EXP. DATE PERCENTAGE ROSSO SITE DEVELOPMENT SBE 1/21/2022 28.2% RANGER CONSTRUCTION NON-SBE -- -- CARR CONSTRUCTION NON-SBE -- -- SOUTHEAST HIGHWAY GUARDRAIL NON-SBE -- --
NATURE’S KEEPER, INC. NON-SBE -- -- EVERGLADES CONTRACTING NON-SBE -- -- ATLAS SURVEYING & MAPPING NON-SBE -- -- ________________________________________________________________________ Bidder #6: Ryan Incorporated 1700 South Powerline Road Deerfield Beach, FL 33442 Phone: (954) 427-5599 Total Bid Amount: $8,999,951.00 Amount Less Contingency: $8,773,420.00 SBE Prime: NO Total API Achieved: .74%1 TEAM EBO STATUS EXP. DATE PERCENTAGE WM. D. ADEIMY, JR., INC. SBE 3/21/2023 10.6%2 AGRICULTURAL LAND SERVICES S/WBE 11/3/2022 .48% ALL COUNTY PAVING NON-SBE TRU TRUCKING S/MBE 10/26/2022 2.3%3 S.E. HIGHWAY & GUARDRAIL NON-SBE NTCS NAT TRAFFIC CONTROL NON-SBE CAULIFIELD & WHEELER NON-SBE TREECYLCE LAND CLEARING SBE 1/28/2021 .26% MOT PLANS, INC. NON-SBE AUSTIN TUPLE TRUCKING, INC. NON-SBE ________________________________________________________________________ Bidder #7: Bergeron Land Development, Inc. 19612 S.W. 69th Place Fort Lauderdale, FL 33332 Phone: (954) 680-6100 Total Bid Amount: $9,115,000.00 Amount Less Contingency: $8,947,469.60 SBE Prime: NO Total API Achieved: 14.97%
1 Ryan Incorporated Southern is non-responsive to the API, see footnotes 2 and 3. 2 The schedule 2 for Wm.D. Adeimy, Jr., Inc. on the team for Ryan Incorporated Southern indicated “multiple items” the item description area. There are no identifiable services this SBE would be providing, therefore, no credit toward the API will be given. 3 The Schedule 2 for Tru Trucking, Inc. on the team for Ryan Incorporated Southern indicated Multiple line items in the item description area. There are no identifiable services this S/MBE would be providing, therefore, no credit toward the API will be given.
TEAM EBO STATUS EXP. DATE PERCENTAGE PATHWAY ENTERPRISES, INC. SBE 6/30/2022 10.6% RITZEL MASON, INC. SBE 4/9/2022 1.1% RADISE INTERNATIONAL S/MBE 12/12/2020 .50% AGRICULTURAL LAND SERVICES S/WBE 11/3/2022 .47% UTILITY SUPPLY ASSOCIATES SBE 8/21/2022 2.3% ________________________________________________________________________ Bidder #8: Ric-Man International, Inc. 1545 NW 27th Avenue Pompano Beach, FL Phone: (954) 426-1042 Total Bid Amount: $9,551,565.95 Amount Less Contingency: $9,393,843.55 SBE Prime: NO Total API Achieved: 13.2% TEAM EBO STATUS EXP. DATE PERCENTAGE MATADOR CONSTRUCTION S/MBE 1/15/2023 13.2% EVALUATION:
Bidder #1, J.W. Cheatham, LLC is the lowest responsive bidder to the API of 13% minimum mandatory SBE participation.
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price Amount
ROADWAY ITEMSMOBILIZATION 1 LS 834,394.59$ 625,000.00$ 509,410.00$ 509,410.00$ 555,013.00$ 555,013.00$
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN MOT) (PHASE A) 1 LS 288,106.48$ 625,000.00$ 310,075.00$ 310,075.00$ 313,055.00$ 313,055.00$
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN MOT) (PHASE B) 1 LS 78,987.45$ 625,000.00$ 35,000.00$ 35,000.00$ 113,055.00$ 113,055.00$
CLEARING AND GRUBBING (PHASE A) 1 LS 422,987.13$ 625,000.00$ 614,868.00$ 614,868.00$ 213,055.00$ 213,055.00$
CLEARING AND GRUBBING (PHASE B) 1 LS 139,172.69$ 625,000.00$ 68,000.00$ 68,000.00$ 113,055.00$ 113,055.00$
FLOATING TURBIDITY BARRIER 110 LF 1,888.98$ 8.85$ 10.00$ 1,100.00$ 12.00$ 1,320.00$
REGULAR EXCAVATION 7,288 CY 55,443.46$ 11.28$ 10.00$ 72,880.00$ 8.00$ 58,304.00$
CANAL EXCAVATION (SEE SP's) 782 CY 9,803.35$ 22.71$ 10.00$ 7,820.00$ 28.00$ 21,896.00$
EMBANKMENT (COMPACTED IN PLACE) 28,424 CY 367,131.49$ 18.79$ 10.00$ 284,240.00$ 12.00$ 341,088.00$
CANAL EMBANKMENT (COMPACTED IN PLACE) 1,082 CY 12,072.42$ 20.00$ 10.00$ 10,820.00$ 23.00$ 24,886.00$
TYPE B STABILIZATION (LBR 40) (12") 66,353 SY 385,676.81$ 7.23$ 3.45$ 228,917.85$ 2.50$ 165,882.50$
OPTIONAL BASE GROUP 1 (DRIVEWAYS AND TURNOUTS) 843 SY 17,580.77$ 10.50$ 12.05$ 10,158.15$ 28.50$ 24,025.50$
OPTIONAL BASE GROUP 7 59,483 SY 790,231.66$ 14.26$ 12.05$ 716,770.15$ 15.00$ 892,245.00$
OPTIONAL BASE GROUP 13 2,581 SY 60,014.70$ 29.58$ 24.30$ 62,718.30$ 20.00$ 51,620.00$
MILL EXISTING ASPHALT PAVEMENT (1" AVG. THICK) 8,431.2 SY 27,390.86$ 3.97$ 3.05$ 25,715.16$ 3.00$ 25,293.60$
MISCELLANEOUS ASPHALT PAVEMENT 2.1 TN 1,022.18$ 239.68$ 500.00$ 1,050.00$ 500.00$ 1,050.00$
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL C) 5,434 TN 577,837.98$ 160.60$ 92.00$ 499,928.00$ 130.00$ 706,420.00$
STRUCTURAL OVERBUILD (TYPE SP)(TRAFFIC LEVEL C) 1,615 TN 198,291.72$ 144.95$ 101.50$ 163,922.50$ 138.00$ 222,870.00$
ASPHALTIC CONCRETE FRICTION COURSE(1.0") (FC-9.5) RUBBER 4,526 TN 695,872.50$ 180.32$ 124.75$ 564,618.50$ 148.00$ 669,848.00$
CLASS I CONCRETE (ENDWALLS) 1.56 CY 8,929.91$ 1,340.00$ 8,958.00$ 13,974.48$ 8,500.00$ 13,260.00$
CLASS I CONCRETE (GRAVITY WALL) 315 CY 183,982.44$ 1,135.00$ 477.00$ 150,255.00$ 600.00$ 189,000.00$
CLASS II CONCRETE (ENDWALLS) 40.1 CY 96,908.37$ 500.00$ 2,950.00$ 118,295.00$ 3,000.00$ 120,300.00$
REINFORCING STEEL 3,193 LB 3,596.12$ 1.00$ 0.55$ 1,756.15$ 0.25$ 798.25$
CONTROL STRUCTURES 1 EA 10,580.05$ 20,141.96$ 10,188.00$ 10,188.00$ 13,000.00$ 13,000.00$
INLETS (CURB) (TYPE P-1), >10 1 EA 12,428.49$ 12,000.00$ 11,302.00$ 11,302.00$ 11,550.00$ 11,550.00$
INLETS (CURB) (TYPE P-5) 13 EA 67,341.59$ 8,324.56$ 4,140.00$ 53,820.00$ 4,250.00$ 55,250.00$
INLETS (CURB) (TYPE P-6) 11 EA 56,687.32$ 12,910.01$ 4,080.00$ 44,880.00$ 4,250.00$ 46,750.00$
INLETS (CURB) (TYPE P-6), >10 1 EA 8,013.94$ 15,000.00$ 5,965.00$ 5,965.00$ 6,150.00$ 6,150.00$
INLETS (CURB) (TYPE P-9) (PARTIAL) 1 EA 3,414.53$ 3,950.00$ 3,065.00$ 3,065.00$ 3,000.00$ 3,000.00$
INLETS (CURB) (TYPE P-9) 3 EA 14,797.95$ 5,490.00$ 3,921.00$ 11,763.00$ 4,000.00$ 12,000.00$
INLETS (CURB) (TYPE J-1), >10 1 EA 13,373.32$ 10,000.00$ 12,355.00$ 12,355.00$ 12,831.00$ 12,831.00$
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BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
Average of Bid Items for All Bidders Engineer's Estimate J.W. CHEATHAM, LLC. RUSSELL ENGINEERING, INC.
Page 1 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price AmountItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
Average of Bid Items for All Bidders Engineer's Estimate J.W. CHEATHAM, LLC. RUSSELL ENGINEERING, INC.
INLETS (CURB) (TYPE J-2), >10 1 EA 14,423.25$ 10,000.00$ 13,690.00$ 13,690.00$ 13,000.00$ 13,000.00$
INLETS (CURB) (TYPE J-5) 2 EA 14,954.06$ 7,950.00$ 6,645.00$ 13,290.00$ 6,500.00$ 13,000.00$
INLETS (CURB) (TYPE J-6) 2 EA 15,060.31$ 6,300.00$ 6,550.00$ 13,100.00$ 6,500.00$ 13,000.00$
INLETS (DITCH BOTTOM) (TYPE C) 11 EA 41,428.23$ 3,710.00$ 2,935.00$ 32,285.00$ 3,000.00$ 33,000.00$
INLETS (DITCH BOTTOM) (TYPE C) (J BOTTOM) 5 EA 31,226.22$ 5,700.00$ 5,804.00$ 29,020.00$ 5,500.00$ 27,500.00$
INLETS (DITCH BOTTOM) (TYPE C) PARTIAL 3 EA 6,717.23$ 3,350.00$ 846.00$ 2,538.00$ 825.00$ 2,475.00$
INLETS (DITCH BOTTOM) (TYPE D) 1 EA 4,813.24$ 7,000.00$ 4,575.00$ 4,575.00$ 4,500.00$ 4,500.00$
INLETS (DITCH BOTTOM) (TYPE D) (J BOTTOM) 1 EA 5,971.07$ 6,210.00$ 5,533.00$ 5,533.00$ 5,500.00$ 5,500.00$
INLETS (CLOSED FLUME) TYPE 1 12 EA 86,978.19$ 3,135.00$ 6,461.00$ 77,532.00$ 6,250.00$ 75,000.00$
MANHOLE (TYPE P- 8) 1 EA 5,492.51$ 3,713.00$ 5,341.00$ 5,341.00$ 5,250.00$ 5,250.00$
MANHOLE (TYPE P-8) PARTIAL 2 EA 6,483.26$ 3,765.00$ 3,058.00$ 6,116.00$ 3,000.00$ 6,000.00$
MANHOLE (TYPE P-7) 1 EA 5,146.56$ 6,900.00$ 4,013.00$ 4,013.00$ 4,000.00$ 4,000.00$
MANHOLE (TYPE 7) PARTIAL 1 EA 3,614.87$ 4,700.00$ 1,905.00$ 1,905.00$ 1,850.00$ 1,850.00$
MANHOLE (TYPE J-7) 2 EA 15,416.10$ 7,210.00$ 7,816.00$ 15,632.00$ 8,000.00$ 16,000.00$
MANHOLE (TYPE J-7) (PARTIAL) 8 EA 27,687.67$ 2,750.00$ 3,188.00$ 25,504.00$ 3,250.00$ 26,000.00$
ADJUST INLETS 7 EA 12,283.15$ 3,012.00$ 1,154.00$ 8,078.00$ 1,150.00$ 8,050.00$
ADJUST MANHOLES 6 EA 6,718.41$ 1,380.00$ 1,154.00$ 6,924.00$ 1,150.00$ 6,900.00$
PIPE CULVERT (15") (STORM) 104 LF 8,489.00$ 85.00$ 32.00$ 3,328.00$ 32.00$ 3,328.00$
PIPE CULVERT (18") (STORM) 2,950 LF 211,444.94$ 154.46$ 48.75$ 143,812.50$ 48.00$ 141,600.00$
PIPE CULVERT (24") (STORM) 1,017 LF 91,442.28$ 160.00$ 67.50$ 68,647.50$ 65.00$ 66,105.00$
PIPE CULVERT (30") (STORM) 286 LF 35,192.30$ 170.00$ 95.75$ 27,384.50$ 95.00$ 27,170.00$
PIPE CULVERT (60") (STORM) 32 LF 12,873.16$ 290.00$ 445.00$ 14,240.00$ 450.00$ 14,400.00$
PIPE CULVERT (72") (STORM) 132 LF 74,335.80$ 400.00$ 665.00$ 87,780.00$ 650.00$ 85,800.00$
A2000 (PVC PIPE) (8") 26 LF 1,163.21$ 100.00$ 54.50$ 1,417.00$ 55.00$ 1,430.00$
A2000 (PVC PIPE) (12") 66 LF 2,534.81$ 110.00$ 30.25$ 1,996.50$ 30.00$ 1,980.00$
STORM SEWER PUMPING (EXIST) (24" OR LESS) (SEE SP'S) 2,040 LF 12,706.65$ 15.34$ 3.00$ 6,120.00$ 6.00$ 12,240.00$
STORM SEWER PUMPING (> 24" TO 48") (SEE SP'S) 5,730 LF 44,787.11$ 20.00$ 3.50$ 20,055.00$ 7.00$ 40,110.00$
STORM SEWER PUMPING (> 48") (SEE SP'S) 242 LF 6,229.99$ 30.00$ 7.50$ 1,815.00$ 36.50$ 8,833.00$
MITERED END SECTION (ROUND) (18") 3 EA 8,197.38$ 1,410.00$ 4,364.00$ 13,092.00$ 4,250.00$ 12,750.00$
CONCRETE CURB TYPE D 74 LF 1,712.27$ 22.00$ 18.00$ 1,332.00$ 22.00$ 1,628.00$
CONCRETE CURB & GUTTER TYPE F 30,907 LF 494,821.07$ 27.75$ 13.20$ 407,972.40$ 14.50$ 448,151.50$
CONCRETE SHOULDER GUTTER 128 LF 4,030.56$ 30.00$ 23.50$ 3,008.00$ 32.50$ 4,160.00$
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Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price AmountItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
Average of Bid Items for All Bidders Engineer's Estimate J.W. CHEATHAM, LLC. RUSSELL ENGINEERING, INC.
ENGRAVING CURB FACE 12 EA 6,735.00$ 264.48$ 400.00$ 4,800.00$ 400.00$ 4,800.00$
TRAFFIC SEPARATOR CONCRETE (SPECIAL) (VARIABLE WIDTH) 1,217 SY 82,354.39$ 80.00$ 84.80$ 103,201.60$ 75.00$ 91,275.00$
CONCRETE SIDEWALK (4" THICK) 8,144 SY 340,714.42$ 72.90$ 33.40$ 272,009.60$ 38.50$ 313,544.00$
CONCRETE SIDEWALK (6" THICK) (DRIVEWAY) 498 SY 24,855.18$ 87.71$ 37.10$ 18,475.80$ 45.00$ 22,410.00$
COLOR TREATED & STAMPED CONCRETE (SEE SP's) 602 SY 49,513.75$ 86.52$ 82.70$ 49,785.40$ 55.00$ 33,110.00$
PIPE GUIDERAIL (STEEL) 1,602 LF 104,326.25$ 164.00$ 65.70$ 105,251.40$ 50.00$ 80,100.00$
RIP-RAP (RUBBLE) 296 TN 50,386.97$ 82.41$ 279.30$ 82,672.80$ 170.00$ 50,320.00$
GUARDRAIL 64 LF 3,496.48$ 20.00$ 21.15$ 1,353.60$ 30.00$ 1,920.00$
END ANCHORAGE ASSEMBLIES (TYPE II) 1 EA 1,736.64$ 1,500.00$ 1,806.00$ 1,806.00$ 1,000.00$ 1,000.00$
END ANCHORAGE ASSEMBLIES (TYPE CRT) 2 EA 6,869.39$ 2,921.00$ 2,964.00$ 5,928.00$ 3,000.00$ 6,000.00$
TYPE B FENCE (6' HIGH) (W/TOP RAIL) BLACK VINYL CLAD 709 LF 23,363.32$ 44.00$ 24.50$ 17,370.50$ 25.00$ 17,725.00$
RELOCATE EXISTING FENCE (INCLUDES GATE) 1,173 LF 19,272.39$ 20.00$ 12.80$ 15,014.40$ 16.50$ 19,354.50$
RELOCATE EXISTING FENCE GATE 1 EA 842.06$ 1,500.00$ 1,215.00$ 1,215.00$ 1,000.00$ 1,000.00$
SOD 20,084 SY 87,064.14$ 2.80$ 2.15$ 43,180.60$ 4.50$ 90,378.00$
6" PVC CONDUIT IRRIGATION SLEEVE (SCH 80) (SEE SP'S) 1,385 LF 37,287.66$ 5.90$ 28.60$ 39,611.00$ 22.50$ 31,162.50$
TREE SPADE UNITS 3 EA 5,141.25$ 500.00$ 1,500.00$ 4,500.00$ 2,500.00$ 7,500.00$
PALM RELOCATION UNITS 5 EA 4,070.31$ 1,250.00$ 500.00$ 2,500.00$ 1,000.00$ 5,000.00$
SEED AND MULCH 5,593 SY 10,423.95$ 1.60$ 0.52$ 2,908.36$ 1.25$ 6,991.25$
2-2" PVC CONDUITS (SCH 40) TRAFFIC W/ F/O CABLE 7,898 LF 167,407.98$ 6.00$ 6.05$ 47,782.90$ 9.00$ 71,082.00$
TRAFFIC PULL BOX (SMALL) 21 EA 17,054.10$ 1,300.00$ 513.00$ 10,773.00$ 900.00$ 18,900.00$
TRAFFIC PULL BOX (LARGE) 4 EA 7,119.39$ 2,360.00$ 1,372.00$ 5,488.00$ 1,700.00$ 6,800.00$
SUBTOTAL (ROADWAY)
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82
83
84
76
77
78
79
80
71
72
73
74
75
66
67
68
69
70
64
65
6,528,334.60$ 7,008,953.60$
Page 3 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price AmountItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
Average of Bid Items for All Bidders Engineer's Estimate J.W. CHEATHAM, LLC. RUSSELL ENGINEERING, INC.
SIGNALIZATION PAY ITEMS85 630-2-11-2 2" PVC (SCH 40) UNDERGROUND CONDUIT 400 LF 6,549.00$ 8.25$ 13.80$ 5,520.00$ 13.50$ 5,400.00$
86 630-2-11-2A ADDITIONAL 2" PVC (SCH 40) CONDUIT, IN OPEN TRENCH 250 LF 1,026.88$ 2.15$ 1.80$ 450.00$ 1.80$ 450.00$
87 630-2-12-2-5 5-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 320 LF 11,422.80$ 28.80$ 34.00$ 10,880.00$ 33.50$ 10,720.00$
88 630-2-12-2-6 6-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 300 LF 11,718.75$ 29.80$ 38.00$ 11,400.00$ 37.00$ 11,100.00$
89 630-2-14-2 2" RIGID CONDUIT HOT DIPPED GALVANIZED CONDUIT SURFACE MOUNTED 20 LF 696.08$ 12.10$ 32.00$ 640.00$ 32.00$ 640.00$
90 632-7-1-19G SIGNAL CABLE (SPAN LENGTH 751' - Greater) 1 PI 6,163.41$ 7,300.00$ 5,947.00$ 5,947.00$ 6,000.00$ 6,000.00$
91 632-7-1-4A PEDESTRIAN SIGNAL CABLE - 4 CONDUCTOR 1 PI 1,354.95$ 1,242.00$ 1,124.00$ 1,124.00$ 1,100.00$ 1,100.00$
92 632-7-1-7A PEDESTRIAN SIGNAL CABLE - 7 CONDUCTOR 1 PI 2,014.41$ 2,516.00$ 1,060.00$ 1,060.00$ 1,050.00$ 1,050.00$
93 632-7-6 SIGNAL CABLE, REMOVE - IN INTERSECTION 1 PI 1,117.78$ 1,397.00$ 1,346.00$ 1,346.00$ 1,300.00$ 1,300.00$
94 635-2-12-A PULL BOX (17" x 30" x 12"D) HEAVY DUTY COVERS (TIER 15) 21 EA 19,541.55$ 796.00$ 1,028.00$ 21,588.00$ 1,000.00$ 21,000.00$
95 635-2-12-C PULL BOX (30" x 48" x 24"D) HEAVY DUTY SPLIT COVERS (ITS) (TIER 15) 2 EA 3,790.91$ 1,690.00$ 1,844.00$ 3,688.00$ 1,800.00$ 3,600.00$
96 639-1-123 ELECTRICAL POWER SERVICE NO METER BASE (UNDERGROUND) 1 AS 2,298.15$ 878.00$ 1,028.00$ 1,028.00$ 1,000.00$ 1,000.00$
97 639-2-1-3 ELECTRICAL SERVICE WIRE (SIGLE PHASE 3-WIRE, TRIPLEX) 240 LF 1,006.20$ 2.56$ 4.15$ 996.00$ 4.00$ 960.00$
98 639-3-11 ELECTRICAL SERVICE DISCONNECT (BREAKER BOX, SHEET T 6.2 OF PBC STANDARDS) 1 EA 1,707.30$ 398.00$ 1,495.00$ 1,495.00$ 1,500.00$ 1,500.00$
99 641-2-12-12 PRESTRESSED CONCRETE POLE (12' TYPE P-II ) 1 EA 1,435.50$ 827.00$ 1,050.00$ 1,050.00$ 1,000.00$ 1,000.00$
100 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL WITH TRANSFORMER BASE (8 FEET ABOVE GROUND) 6 EA 8,559.95$ 706.00$ 1,632.00$ 9,792.00$ 1,600.00$ 9,600.00$
101 646-1-60 ALUMINUM SIGNALS POLE, REMOVE 8 EA 2,152.57$ 707.00$ 170.00$ 1,360.00$ 165.00$ 1,320.00$
102 649-21-15 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE 70' 1 EA 61,693.05$ 43,750.00$ 60,100.00$ 60,100.00$ 62,548.00$ 62,548.00$
103 649-21-21 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE 78' 2 EA 124,429.63$ 55,425.00$ 60,100.00$ 120,200.00$ 63,125.00$ 126,250.00$
104 649-26-03 STEEL MAST ARM ASSEMBLY, REMOVE, SHALLOW FOUNDATION-BOLT ON ATTACHMENT 3 EA 7,554.14$ 2,328.00$ 2,364.00$ 7,092.00$ 2,350.00$ 7,050.00$
105 649-26-07 REMOVE ARM AND ATTACHMENT FROM EXISTING MAST ARM ASSEMBLY, POLE REMAIN 1 EA 1,360.93$ 3,900.00$ 1,018.00$ 1,018.00$ 990.00$ 990.00$
106 650-1-13 TRAFFIC SIGNAL HEAD ALUMINUM (3-SECTION, 1-WAY) INCLUDES BACKPLATES 13 AS 13,639.37$ 854.00$ 1,050.00$ 13,650.00$ 1,000.00$ 13,000.00$
107 650-1-15 TRAFFIC SIGNAL HEAD ALUMINUM (5-SECTION, 1-WAY) INCLUDES BACKPLATES 2 AS 3,156.30$ 1,460.00$ 1,632.00$ 3,264.00$ 1,600.00$ 3,200.00$
108 653-191 PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM 6 EA 3,662.61$ 604.00$ 668.00$ 4,008.00$ 650.00$ 3,900.00$
109 653-1-60 PEDESTRIAN SIGNAL, REMOVE PED SIGNAL 6 EA 1,158.25$ 174.00$ 42.40$ 254.40$ 42.50$ 255.00$
110 660-4-10-B6 VIDEO IMAGE DETECTION 6 - CAMERA SYSTEM (ITERIS) COMPLETE. 1 EA 40,517.78$ 37,000.00$ 38,383.00$ 38,383.00$ 38,000.00$ 38,000.00$
111 660-4-60 VEHICLE DETECTION SYSTEM-VIDEO, REMOVE 4 EA 3,670.14$ 349.00$ 678.00$ 2,712.00$ 170.00$ 680.00$
112 665-1-11 PEDESTRIAN DETECTOR (PUSH BUTTON) 6 EA 1,229.42$ 125.00$ 151.00$ 906.00$ 150.00$ 900.00$
Page 4 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price AmountItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
Average of Bid Items for All Bidders Engineer's Estimate J.W. CHEATHAM, LLC. RUSSELL ENGINEERING, INC.
113 670-5-110-B TRAFFIC CONTROLLER ASSEMBLY (TYPE 6) AS PER NAZTEC 1 AS 35,174.20$ 24,010.00$ 35,415.00$ 35,415.00$ 35,000.00$ 35,000.00$
114 670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 1 AS 916.68$ 1,397.00$ 678.00$ 678.00$ 650.00$ 650.00$
115 690-15 REMOVE INTERNALY ILLUMINATED SIGN 4 EA 1,181.20$ 175.00$ 339.00$ 1,356.00$ 335.00$ 1,340.00$
116 700-3-201 SIGN PANEL, FURNISH AND INSTALL OVERHEAD MOUNT, UP TO 12 SF 5 EA 10,472.75$ 9,000.00$ 668.00$ 3,340.00$ 650.00$ 3,250.00$
117 700-5-22 INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT 2 EA 6,581.45$ 1,736.00$ 3,540.00$ 7,080.00$ 3,500.00$ 7,000.00$
SUBTOTAL (SIGNALIZATION)
PBC WATER UTILITY ITEMSADJUST VALVE BOX (INCLUDING CONCRETE COLLAR) 38 EA 27,591.56$ 450.00$ 757.00$ 28,766.00$ 725.00$ 27,550.00$
CONCRETE SLAB 0.74 CY 1,171.28$ 1,000.00$ 767.00$ 567.58$ 750.00$ 555.00$
EXISTING WATER SERVICE AND METER TO BE RELOCATED 1 EA 1,819.94$ 1,500.00$ 2,420.00$ 2,420.00$ 2,350.00$ 2,350.00$
EXISTING WATER METER TO BE RELOCATED 4 EA 4,239.18$ 1,300.00$ 1,266.00$ 5,064.00$ 1,250.00$ 5,000.00$
RELOCATE FIRE HYDRANT 2 EA 3,828.49$ 5,100.00$ 1,606.00$ 3,212.00$ 1,600.00$ 3,200.00$
ADJUST FIRE HYDRANT 1 EA 2,033.39$ 2,000.00$ 3,162.00$ 3,162.00$ 3,100.00$ 3,100.00$
DEFLECT W.M W/FITTINGS (<12") 5 EA 31,879.47$ 5,000.00$ 6,970.00$ 34,850.00$ 6,750.00$ 33,750.00$
ADJUST AIR RELEASE VALVE 4 EA 4,482.25$ 1,400.00$ 577.00$ 2,308.00$ 555.00$ 2,220.00$
ADJUST MANHOLE (UTILITIES) 3 EA 3,190.36$ 1,400.00$ 1,154.00$ 3,462.00$ 1,125.00$ 3,375.00$
RELOCATE BACKFLOW PREVENTER 1 EA 2,769.24$ 1,500.00$ 2,309.00$ 2,309.00$ 2,250.00$ 2,250.00$
8" DUCTILE IRON PIPE FOR POTABLE WATER MAIN INSTALLATION 60 LF 8,638.58$ 32.00$ 225.00$ 13,500.00$ 220.00$ 13,200.00$
CONNECT TO EXISTING 12" POTABLE WATER MAIN 1 EA 3,606.72$ 2,800.00$ 3,225.00$ 3,225.00$ 3,150.00$ 3,150.00$
F&I DUCTILE IRON COMPACT FITTINGS W/REACTION BLOCKING OR THRUST RESTRAINTS F 0.5 TN 9,307.55$ 10,000.00$ 23,320.00$ 11,660.00$ 23,000.00$ 11,500.00$
8" TO 12" JOINT RESTRAINT GASKET (FIELD LOCK OR FAST GRIP) 1 EA 582.62$ 140.00$ 735.00$ 735.00$ 700.00$ 700.00$
8" TO 12" MECHANICAL JOINT RESTRAINT FOR DUCTILE IRON PIPE 6 EA 3,321.86$ 450.00$ 308.00$ 1,848.00$ 305.00$ 1,830.00$
RESTRAINT EXISTING 8" TO 12" PVC PRESSURE PIPE JOINTS 25 EA 19,253.06$ 1,200.00$ 558.00$ 13,950.00$ 550.00$ 13,750.00$
8" GATE VALVE & VALVE BOX 1 EA 2,790.75$ 1,380.00$ 3,845.00$ 3,845.00$ 3,800.00$ 3,800.00$
FIRE HYDRANT ASSEMBLY WITH CAPTIVATOR CAP, 6" GATE VALVE & ANCHOR TEE ASSEMBL 1 EA 7,027.67$ 6,000.00$ 8,478.00$ 8,478.00$ 8,250.00$ 8,250.00$
SAMPLE POINTS ON FIRE HYDRANTS 2 EA 1,120.64$ 500.00$ 355.00$ 710.00$ 350.00$ 700.00$
SHORT SINGLE 5/8" METER SERVICE (1-1/2" PVC) (UP TO 10' LONG) 1 EA 2,588.91$ 1,250.00$ 2,665.00$ 2,665.00$ 3,650.00$ 3,650.00$
DENSITY TEST 5 EA 1,117.34$ 30.00$ 100.00$ 500.00$ 52.50$ 262.50$
REMOVAL/PLUG OF EXISTING WATER SERVICE PIPING 140 LF 3,431.75$ 20.00$ 22.75$ 3,185.00$ 28.00$ 3,920.00$
AS BUILT RECORD DRAWINGS 1 LS 8,364.25$ 2.00$ 1,000.00$ 1,000.00$ 7,500.00$ 7,500.00$
SUBTOTAL (UTILITY)
CONTINGENCY ITEMS (PBC WATER UTILITY ITEMS)
139
140
134
135
136
137
138
129
130
131
132
133
124
125
126
127
128
119
120
121
122
123
118
378,820.40$ 381,753.00$
151,421.58$ 155,562.50$
Page 5 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price AmountItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
Average of Bid Items for All Bidders Engineer's Estimate J.W. CHEATHAM, LLC. RUSSELL ENGINEERING, INC.
SUPPORT AND PROTECT WM & APPURTANCES (<12") 260 LF 7,350.85$ 7,500.00$ 21.00$ 5,460.00$ 21.50$ 5,590.00$
SUPPORT AND PROTECT FM & APPURTANCES (<2") 300 LF 7,646.63$ 8,000.00$ 21.00$ 6,300.00$ 21.50$ 6,450.00$
SUBTOTAL (UTILITY)
CONTINGENCY ITEMS (ROADWAY)FLOWABLE FILL 75 CY 13,869.66$ 276.69$ 100.00$ 7,500.00$ 155.00$ 11,625.00$
CLASS 1 CONCRETE (MISCELLANEOUS) 10 CY 4,614.23$ 332.00$ 300.00$ 3,000.00$ 235.00$ 2,350.00$
PREMIUM FOR CONFLICT CONDITION (SEE SP'S) 1 EA 11,783.06$ 4,419.71$ 6,360.00$ 6,360.00$ 5,000.00$ 5,000.00$
CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) 112 ED 2,122.68$ 41.79$ 15.00$ 1,680.00$ 10.00$ 1,120.00$
TRAFFIC CONTROL OFFICER (NON MOT) 120 HR 15,082.50$ 66.34$ 50.00$ 6,000.00$ 55.00$ 6,600.00$
STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) 2,040 LF 15,205.65$ 10.11$ 3.50$ 7,140.00$ 6.50$ 13,260.00$
STORM SEWER CLEANING (EXIST.) ( > 24" TO 48") (SEE SP'S) 5,730 LF 72,190.84$ 57.10$ 8.10$ 46,413.00$ 13.00$ 74,490.00$
STORM SEWER CLEANING (EXIST.) ( > 48") (SEE SP'S) 242 LF 5,925.07$ 57.10$ 9.75$ 2,359.50$ 32.50$ 7,865.00$
TEMPORARY FENCE 600 LF 9,583.50$ 18.00$ 5.00$ 3,000.00$ 15.55$ 9,330.00$
SUBTOTAL (CONTINGENCY)
TOTAL BID
149
150
151
144
145
146
147
148
141
142
143
11,760.00$ 12,040.00$
83,452.50$
7,153,789.08$
131,640.00$
7,689,949.10$
Page 6 of 19
Item Descrption Qty. Units
ROADWAY ITEMSMOBILIZATION 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN MOT) (PHASE A) 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN MOT) (PHASE B) 1 LS
CLEARING AND GRUBBING (PHASE A) 1 LS
CLEARING AND GRUBBING (PHASE B) 1 LS
FLOATING TURBIDITY BARRIER 110 LF
REGULAR EXCAVATION 7,288 CY
CANAL EXCAVATION (SEE SP's) 782 CY
EMBANKMENT (COMPACTED IN PLACE) 28,424 CY
CANAL EMBANKMENT (COMPACTED IN PLACE) 1,082 CY
TYPE B STABILIZATION (LBR 40) (12") 66,353 SY
OPTIONAL BASE GROUP 1 (DRIVEWAYS AND TURNOUTS) 843 SY
OPTIONAL BASE GROUP 7 59,483 SY
OPTIONAL BASE GROUP 13 2,581 SY
MILL EXISTING ASPHALT PAVEMENT (1" AVG. THICK) 8,431.2 SY
MISCELLANEOUS ASPHALT PAVEMENT 2.1 TN
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL C) 5,434 TN
STRUCTURAL OVERBUILD (TYPE SP)(TRAFFIC LEVEL C) 1,615 TN
ASPHALTIC CONCRETE FRICTION COURSE(1.0") (FC-9.5) RUBBER 4,526 TN
CLASS I CONCRETE (ENDWALLS) 1.56 CY
CLASS I CONCRETE (GRAVITY WALL) 315 CY
CLASS II CONCRETE (ENDWALLS) 40.1 CY
REINFORCING STEEL 3,193 LB
CONTROL STRUCTURES 1 EA
INLETS (CURB) (TYPE P-1), >10 1 EA
INLETS (CURB) (TYPE P-5) 13 EA
INLETS (CURB) (TYPE P-6) 11 EA
INLETS (CURB) (TYPE P-6), >10 1 EA
INLETS (CURB) (TYPE P-9) (PARTIAL) 1 EA
INLETS (CURB) (TYPE P-9) 3 EA
INLETS (CURB) (TYPE J-1), >10 1 EA
Item #
31
26
27
28
29
30
8
9
10
21
22
23
24
25
16
17
18
19
20
1
2
3
4
5
11
12
13
14
15
6
7
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
Unit Price Amount Unit Price Amount Unit Price Amount
812,405.00$ 812,405.00$ 840,000.00$ 840,000.00$ 1,889,327.81$ 1,889,327.81$
94,600.00$ 94,600.00$ 445,000.00$ 445,000.00$ 223,121.87$ 223,121.87$
141,800.00$ 141,800.00$ 44,000.00$ 44,000.00$ 17,044.57$ 17,044.57$
87,588.00$ 87,588.00$ 595,892.92$ 595,892.92$ 422,993.08$ 422,993.08$
275,616.00$ 275,616.00$ 41,000.00$ 41,000.00$ 25,495.38$ 25,495.38$
11.00$ 1,210.00$ 22.00$ 2,420.00$ 22.38$ 2,461.80$
3.50$ 25,508.00$ 5.70$ 41,541.60$ 8.66$ 63,114.08$
5.00$ 3,910.00$ 30.00$ 23,460.00$ 3.79$ 2,963.78$
23.00$ 653,752.00$ 11.00$ 312,664.00$ 11.83$ 336,255.92$
8.00$ 8,656.00$ 11.00$ 11,902.00$ 7.76$ 8,396.32$
4.20$ 278,682.60$ 5.60$ 371,576.80$ 5.45$ 361,623.85$
15.05$ 12,687.15$ 61.00$ 51,423.00$ 10.14$ 8,548.02$
10.50$ 624,571.50$ 12.85$ 764,356.55$ 12.38$ 736,399.54$
16.63$ 42,922.03$ 23.50$ 60,653.50$ 29.09$ 75,081.29$
2.91$ 24,534.79$ 3.65$ 30,773.88$ 3.68$ 31,026.82$
500.00$ 1,050.00$ 500.00$ 1,050.00$ 420.00$ 882.00$
112.60$ 611,868.40$ 87.00$ 472,758.00$ 96.60$ 524,924.40$
115.00$ 185,725.00$ 110.00$ 177,650.00$ 120.75$ 195,011.25$
155.00$ 701,530.00$ 136.00$ 615,536.00$ 152.25$ 689,083.50$
9,300.00$ 14,508.00$ 1,203.46$ 1,877.40$ 3,002.97$ 4,684.63$
495.00$ 155,925.00$ 610.00$ 192,150.00$ 728.57$ 229,499.55$
3,061.00$ 122,746.10$ 2,005.00$ 80,400.50$ 1,247.34$ 50,018.33$
0.55$ 1,756.15$ 0.01$ 31.93$ 1.05$ 3,352.65$
10,572.69$ 10,572.69$ 11,450.00$ 11,450.00$ 10,619.72$ 10,619.72$
11,728.61$ 11,728.61$ 13,465.00$ 13,465.00$ 11,782.29$ 11,782.29$
4,294.79$ 55,832.27$ 5,275.00$ 68,575.00$ 4,791.19$ 62,285.47$
4,233.86$ 46,572.46$ 5,385.00$ 59,235.00$ 4,728.28$ 52,011.08$
6,189.79$ 6,189.79$ 10,880.00$ 10,880.00$ 9,236.71$ 9,236.71$
3,211.46$ 3,211.46$ 2,290.00$ 2,290.00$ 3,969.80$ 3,969.80$
4,069.04$ 12,207.12$ 4,810.00$ 14,430.00$ 5,311.16$ 15,933.48$
12,822.37$ 12,822.37$ 14,610.00$ 14,610.00$ 12,668.15$ 12,668.15$
HARDRIVES OF DELRAY, INC. D/B/A HARDRIVES, INC. ROSSO SITE DEVELOPMENT, INC. RANGER CONSTRUCTION
INDUSTRIES, INC.
Page 7 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
INLETS (CURB) (TYPE J-2), >10 1 EA
INLETS (CURB) (TYPE J-5) 2 EA
INLETS (CURB) (TYPE J-6) 2 EA
INLETS (DITCH BOTTOM) (TYPE C) 11 EA
INLETS (DITCH BOTTOM) (TYPE C) (J BOTTOM) 5 EA
INLETS (DITCH BOTTOM) (TYPE C) PARTIAL 3 EA
INLETS (DITCH BOTTOM) (TYPE D) 1 EA
INLETS (DITCH BOTTOM) (TYPE D) (J BOTTOM) 1 EA
INLETS (CLOSED FLUME) TYPE 1 12 EA
MANHOLE (TYPE P- 8) 1 EA
MANHOLE (TYPE P-8) PARTIAL 2 EA
MANHOLE (TYPE P-7) 1 EA
MANHOLE (TYPE 7) PARTIAL 1 EA
MANHOLE (TYPE J-7) 2 EA
MANHOLE (TYPE J-7) (PARTIAL) 8 EA
ADJUST INLETS 7 EA
ADJUST MANHOLES 6 EA
PIPE CULVERT (15") (STORM) 104 LF
PIPE CULVERT (18") (STORM) 2,950 LF
PIPE CULVERT (24") (STORM) 1,017 LF
PIPE CULVERT (30") (STORM) 286 LF
PIPE CULVERT (60") (STORM) 32 LF
PIPE CULVERT (72") (STORM) 132 LF
A2000 (PVC PIPE) (8") 26 LF
A2000 (PVC PIPE) (12") 66 LF
STORM SEWER PUMPING (EXIST) (24" OR LESS) (SEE SP'S) 2,040 LF
STORM SEWER PUMPING (> 24" TO 48") (SEE SP'S) 5,730 LF
STORM SEWER PUMPING (> 48") (SEE SP'S) 242 LF
MITERED END SECTION (ROUND) (18") 3 EA
CONCRETE CURB TYPE D 74 LF
CONCRETE CURB & GUTTER TYPE F 30,907 LF
CONCRETE SHOULDER GUTTER 128 LF
61
62
63
56
57
58
59
60
51
52
53
54
55
46
47
48
49
50
41
42
43
44
45
36
37
38
39
40
32
33
34
35
Unit Price Amount Unit Price Amount Unit Price Amount
HARDRIVES OF DELRAY, INC. D/B/A HARDRIVES, INC. ROSSO SITE DEVELOPMENT, INC. RANGER CONSTRUCTION
INDUSTRIES, INC.
14,206.65$ 14,206.65$ 15,800.00$ 15,800.00$ 13,789.31$ 13,789.31$
6,896.69$ 13,793.38$ 7,900.00$ 15,800.00$ 6,954.53$ 13,909.06$
6,797.26$ 13,594.52$ 8,020.00$ 16,040.00$ 6,873.99$ 13,747.98$
3,045.33$ 33,498.63$ 4,010.00$ 44,110.00$ 3,539.29$ 38,932.19$
6,023.55$ 30,117.75$ 6,875.00$ 34,375.00$ 5,069.40$ 25,347.00$
877.82$ 2,633.46$ 1,945.00$ 5,835.00$ 2,518.78$ 7,556.34$
4,748.01$ 4,748.01$ 4,355.00$ 4,355.00$ 4,987.89$ 4,987.89$
5,742.34$ 5,742.34$ 3,900.00$ 3,900.00$ 5,793.22$ 5,793.22$
6,705.58$ 80,466.96$ 5,775.00$ 69,300.00$ 7,543.88$ 90,526.56$
5,543.47$ 5,543.47$ 5,445.00$ 5,445.00$ 4,680.59$ 4,680.59$
3,174.17$ 6,348.34$ 2,290.00$ 4,580.00$ 2,490.85$ 4,981.70$
4,087.78$ 4,087.78$ 6,300.00$ 6,300.00$ 4,471.70$ 4,471.70$
8,111.88$ 8,111.88$ 2,290.00$ 2,290.00$ 2,492.11$ 2,492.11$
1,977.82$ 3,955.64$ 10,200.00$ 20,400.00$ 6,760.58$ 13,521.16$
3,309.34$ 26,474.72$ 2,290.00$ 18,320.00$ 2,600.33$ 20,802.64$
1,197.90$ 8,385.30$ 2,750.00$ 19,250.00$ 805.98$ 5,641.86$
1,197.90$ 7,187.40$ 860.00$ 5,160.00$ 805.98$ 4,835.88$
33.18$ 3,450.72$ 148.00$ 15,392.00$ 63.82$ 6,637.28$
50.58$ 149,211.00$ 92.50$ 272,875.00$ 73.58$ 217,061.00$
70.35$ 71,545.95$ 112.00$ 113,904.00$ 89.46$ 90,980.82$
99.39$ 28,425.54$ 140.00$ 40,040.00$ 110.26$ 31,534.36$
462.00$ 14,784.00$ 400.00$ 12,800.00$ 303.29$ 9,705.28$
689.70$ 91,040.40$ 475.00$ 62,700.00$ 400.50$ 52,866.00$
56.60$ 1,471.60$ 28.00$ 728.00$ 35.81$ 931.06$
31.36$ 2,069.76$ 34.00$ 2,244.00$ 38.14$ 2,517.24$
7.70$ 15,708.00$ 3.45$ 7,038.00$ 8.23$ 16,789.20$
9.90$ 56,727.00$ 6.00$ 34,380.00$ 10.58$ 60,623.40$
29.70$ 7,187.40$ 34.00$ 8,228.00$ 31.75$ 7,683.50$
4,529.01$ 13,587.03$ 1,635.00$ 4,905.00$ 2,311.67$ 6,935.01$
20.57$ 1,522.18$ 27.00$ 1,998.00$ 25.54$ 1,889.96$
18.36$ 567,452.52$ 14.50$ 448,151.50$ 17.52$ 541,490.64$
33.12$ 4,239.36$ 41.00$ 5,248.00$ 32.29$ 4,133.12$
Page 8 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
ENGRAVING CURB FACE 12 EA
TRAFFIC SEPARATOR CONCRETE (SPECIAL) (VARIABLE WIDTH) 1,217 SY
CONCRETE SIDEWALK (4" THICK) 8,144 SY
CONCRETE SIDEWALK (6" THICK) (DRIVEWAY) 498 SY
COLOR TREATED & STAMPED CONCRETE (SEE SP's) 602 SY
PIPE GUIDERAIL (STEEL) 1,602 LF
RIP-RAP (RUBBLE) 296 TN
GUARDRAIL 64 LF
END ANCHORAGE ASSEMBLIES (TYPE II) 1 EA
END ANCHORAGE ASSEMBLIES (TYPE CRT) 2 EA
TYPE B FENCE (6' HIGH) (W/TOP RAIL) BLACK VINYL CLAD 709 LF
RELOCATE EXISTING FENCE (INCLUDES GATE) 1,173 LF
RELOCATE EXISTING FENCE GATE 1 EA
SOD 20,084 SY
6" PVC CONDUIT IRRIGATION SLEEVE (SCH 80) (SEE SP'S) 1,385 LF
TREE SPADE UNITS 3 EA
PALM RELOCATION UNITS 5 EA
SEED AND MULCH 5,593 SY
2-2" PVC CONDUITS (SCH 40) TRAFFIC W/ F/O CABLE 7,898 LF
TRAFFIC PULL BOX (SMALL) 21 EA
TRAFFIC PULL BOX (LARGE) 4 EA
SUBTOTAL (ROADWAY)
81
82
83
84
76
77
78
79
80
71
72
73
74
75
66
67
68
69
70
64
65
Unit Price Amount Unit Price Amount Unit Price Amount
HARDRIVES OF DELRAY, INC. D/B/A HARDRIVES, INC. ROSSO SITE DEVELOPMENT, INC. RANGER CONSTRUCTION
INDUSTRIES, INC.
1,100.00$ 13,200.00$ 340.00$ 4,080.00$ 420.00$ 5,040.00$
104.00$ 126,568.00$ 39.50$ 48,071.50$ 45.06$ 54,838.02$
42.00$ 342,048.00$ 47.75$ 388,876.00$ 37.54$ 305,725.76$
83.80$ 41,732.40$ 48.00$ 23,904.00$ 46.38$ 23,097.24$
92.00$ 55,384.00$ 85.00$ 51,170.00$ 85.79$ 51,645.58$
68.19$ 109,240.38$ 71.00$ 113,742.00$ 65.09$ 104,274.18$
200.00$ 59,200.00$ 107.00$ 31,672.00$ 70.51$ 20,870.96$
19.95$ 1,276.80$ 23.00$ 1,472.00$ 20.96$ 1,341.44$
1,072.72$ 1,072.72$ 1,965.00$ 1,965.00$ 1,789.37$ 1,789.37$
2,832.50$ 5,665.00$ 3,225.00$ 6,450.00$ 2,936.04$ 5,872.08$
26.51$ 18,795.59$ 38.00$ 26,942.00$ 35.61$ 25,247.49$
23.11$ 27,108.03$ 15.00$ 17,595.00$ 14.53$ 17,043.69$
1,360.00$ 1,360.00$ 595.00$ 595.00$ 555.45$ 555.45$
2.19$ 43,983.96$ 3.75$ 75,315.00$ 4.09$ 82,143.56$
30.00$ 41,550.00$ 26.00$ 36,010.00$ 13.78$ 19,085.30$
550.00$ 1,650.00$ 2,830.00$ 8,490.00$ 630.00$ 1,890.00$
550.00$ 2,750.00$ 1,130.00$ 5,650.00$ 262.50$ 1,312.50$
0.53$ 2,964.29$ 2.60$ 14,541.80$ 1.46$ 8,165.78$
28.00$ 221,144.00$ 30.00$ 236,940.00$ 8.82$ 69,660.36$
1,035.10$ 21,737.10$ 1,110.00$ 23,310.00$ 1,014.70$ 21,308.70$
2,208.42$ 8,833.68$ 2,370.00$ 9,480.00$ 1,913.35$ 7,653.40$
7,487,271.13$ 7,821,215.88$ 8,236,173.06$
Page 9 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
SIGNALIZATION PAY ITEMS85 630-2-11-2 2" PVC (SCH 40) UNDERGROUND CONDUIT 400 LF
86 630-2-11-2A ADDITIONAL 2" PVC (SCH 40) CONDUIT, IN OPEN TRENCH 250 LF
87 630-2-12-2-5 5-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 320 LF
88 630-2-12-2-6 6-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 300 LF
89 630-2-14-2 2" RIGID CONDUIT HOT DIPPED GALVANIZED CONDUIT SURFACE MOUNTED 20 LF
90 632-7-1-19G SIGNAL CABLE (SPAN LENGTH 751' - Greater) 1 PI
91 632-7-1-4A PEDESTRIAN SIGNAL CABLE - 4 CONDUCTOR 1 PI
92 632-7-1-7A PEDESTRIAN SIGNAL CABLE - 7 CONDUCTOR 1 PI
93 632-7-6 SIGNAL CABLE, REMOVE - IN INTERSECTION 1 PI
94 635-2-12-A PULL BOX (17" x 30" x 12"D) HEAVY DUTY COVERS (TIER 15) 21 EA
95 635-2-12-C PULL BOX (30" x 48" x 24"D) HEAVY DUTY SPLIT COVERS (ITS) (TIER 15) 2 EA
96 639-1-123 ELECTRICAL POWER SERVICE NO METER BASE (UNDERGROUND) 1 AS
97 639-2-1-3 ELECTRICAL SERVICE WIRE (SIGLE PHASE 3-WIRE, TRIPLEX) 240 LF
98 639-3-11 ELECTRICAL SERVICE DISCONNECT (BREAKER BOX, SHEET T 6.2 OF PBC STANDARDS) 1 EA
99 641-2-12-12 PRESTRESSED CONCRETE POLE (12' TYPE P-II ) 1 EA
100 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL WITH TRANSFORMER BASE (8 FEET ABOVE GROUND) 6 EA
101 646-1-60 ALUMINUM SIGNALS POLE, REMOVE 8 EA
102 649-21-15 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE 70' 1 EA
103 649-21-21 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE 78' 2 EA
104 649-26-03 STEEL MAST ARM ASSEMBLY, REMOVE, SHALLOW FOUNDATION-BOLT ON ATTACHMENT 3 EA
105 649-26-07 REMOVE ARM AND ATTACHMENT FROM EXISTING MAST ARM ASSEMBLY, POLE REMAIN 1 EA
106 650-1-13 TRAFFIC SIGNAL HEAD ALUMINUM (3-SECTION, 1-WAY) INCLUDES BACKPLATES 13 AS
107 650-1-15 TRAFFIC SIGNAL HEAD ALUMINUM (5-SECTION, 1-WAY) INCLUDES BACKPLATES 2 AS
108 653-191 PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM 6 EA
109 653-1-60 PEDESTRIAN SIGNAL, REMOVE PED SIGNAL 6 EA
110 660-4-10-B6 VIDEO IMAGE DETECTION 6 - CAMERA SYSTEM (ITERIS) COMPLETE. 1 EA
111 660-4-60 VEHICLE DETECTION SYSTEM-VIDEO, REMOVE 4 EA
112 665-1-11 PEDESTRIAN DETECTOR (PUSH BUTTON) 6 EA
Unit Price Amount Unit Price Amount Unit Price Amount
HARDRIVES OF DELRAY, INC. D/B/A HARDRIVES, INC. ROSSO SITE DEVELOPMENT, INC. RANGER CONSTRUCTION
INDUSTRIES, INC.
14.78$ 5,912.00$ 15.75$ 6,300.00$ 13.65$ 5,460.00$
2.37$ 592.50$ 2.50$ 625.00$ 1.79$ 447.50$
27.97$ 8,950.40$ 30.00$ 9,600.00$ 33.60$ 10,752.00$
29.45$ 8,835.00$ 31.75$ 9,525.00$ 37.80$ 11,340.00$
52.43$ 1,048.60$ 56.00$ 1,120.00$ 31.50$ 630.00$
6,181.75$ 6,181.75$ 6,643.00$ 6,643.00$ 5,890.50$ 5,890.50$
1,672.63$ 1,672.63$ 1,800.00$ 1,800.00$ 1,113.00$ 1,113.00$
3,139.28$ 3,139.28$ 3,370.00$ 3,370.00$ 1,050.00$ 1,050.00$
1,090.71$ 1,090.71$ 1,170.00$ 1,170.00$ 1,333.50$ 1,333.50$
1,113.90$ 23,391.90$ 1,200.00$ 25,200.00$ 1,018.50$ 21,388.50$
2,432.64$ 4,865.28$ 2,610.00$ 5,220.00$ 1,827.00$ 3,654.00$
4,078.69$ 4,078.69$ 4,380.00$ 4,380.00$ 1,018.50$ 1,018.50$
3.94$ 945.60$ 4.20$ 1,008.00$ 4.10$ 984.00$
2,502.86$ 2,502.86$ 2,690.00$ 2,690.00$ 1,480.50$ 1,480.50$
2,099.53$ 2,099.53$ 2,255.00$ 2,255.00$ 1,039.50$ 1,039.50$
1,739.27$ 10,435.62$ 1,865.00$ 11,190.00$ 1,617.00$ 9,702.00$
363.57$ 2,908.56$ 390.00$ 3,120.00$ 168.00$ 1,344.00$
64,361.41$ 64,361.41$ 62,650.00$ 62,650.00$ 59,535.00$ 59,535.00$
62,540.00$ 125,080.00$ 65,000.00$ 130,000.00$ 62,653.50$ 125,307.00$
3,028.86$ 9,086.58$ 3,250.00$ 9,750.00$ 2,341.50$ 7,024.50$
2,181.40$ 2,181.40$ 2,340.00$ 2,340.00$ 1,008.00$ 1,008.00$
1,093.96$ 14,221.48$ 1,175.00$ 15,275.00$ 1,039.50$ 13,513.50$
1,432.20$ 2,864.40$ 1,540.00$ 3,080.00$ 1,617.00$ 3,234.00$
739.98$ 4,439.88$ 795.00$ 4,770.00$ 661.50$ 3,969.00$
145.43$ 872.58$ 155.00$ 930.00$ 42.00$ 252.00$
49,913.72$ 49,913.72$ 47,125.00$ 47,125.00$ 38,020.50$ 38,020.50$
1,454.27$ 5,817.08$ 1,560.00$ 6,240.00$ 168.00$ 672.00$
250.23$ 1,501.38$ 265.00$ 1,590.00$ 147.00$ 882.00$
Page 10 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
113 670-5-110-B TRAFFIC CONTROLLER ASSEMBLY (TYPE 6) AS PER NAZTEC 1 AS
114 670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 1 AS
115 690-15 REMOVE INTERNALY ILLUMINATED SIGN 4 EA
116 700-3-201 SIGN PANEL, FURNISH AND INSTALL OVERHEAD MOUNT, UP TO 12 SF 5 EA
117 700-5-22 INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT 2 EA
SUBTOTAL (SIGNALIZATION)
PBC WATER UTILITY ITEMSADJUST VALVE BOX (INCLUDING CONCRETE COLLAR) 38 EA
CONCRETE SLAB 0.74 CY
EXISTING WATER SERVICE AND METER TO BE RELOCATED 1 EA
EXISTING WATER METER TO BE RELOCATED 4 EA
RELOCATE FIRE HYDRANT 2 EA
ADJUST FIRE HYDRANT 1 EA
DEFLECT W.M W/FITTINGS (<12") 5 EA
ADJUST AIR RELEASE VALVE 4 EA
ADJUST MANHOLE (UTILITIES) 3 EA
RELOCATE BACKFLOW PREVENTER 1 EA
8" DUCTILE IRON PIPE FOR POTABLE WATER MAIN INSTALLATION 60 LF
CONNECT TO EXISTING 12" POTABLE WATER MAIN 1 EA
F&I DUCTILE IRON COMPACT FITTINGS W/REACTION BLOCKING OR THRUST RESTRAINTS F 0.5 TN
8" TO 12" JOINT RESTRAINT GASKET (FIELD LOCK OR FAST GRIP) 1 EA
8" TO 12" MECHANICAL JOINT RESTRAINT FOR DUCTILE IRON PIPE 6 EA
RESTRAINT EXISTING 8" TO 12" PVC PRESSURE PIPE JOINTS 25 EA
8" GATE VALVE & VALVE BOX 1 EA
FIRE HYDRANT ASSEMBLY WITH CAPTIVATOR CAP, 6" GATE VALVE & ANCHOR TEE ASSEMBL 1 EA
SAMPLE POINTS ON FIRE HYDRANTS 2 EA
SHORT SINGLE 5/8" METER SERVICE (1-1/2" PVC) (UP TO 10' LONG) 1 EA
DENSITY TEST 5 EA
REMOVAL/PLUG OF EXISTING WATER SERVICE PIPING 140 LF
AS BUILT RECORD DRAWINGS 1 LS
SUBTOTAL (UTILITY)
CONTINGENCY ITEMS (PBC WATER UTILITY ITEMS)
139
140
134
135
136
137
138
129
130
131
132
133
124
125
126
127
128
119
120
121
122
123
118
Unit Price Amount Unit Price Amount Unit Price Amount
HARDRIVES OF DELRAY, INC. D/B/A HARDRIVES, INC. ROSSO SITE DEVELOPMENT, INC. RANGER CONSTRUCTION
INDUSTRIES, INC.
43,968.07$ 43,968.07$ 40,730.00$ 40,730.00$ 35,080.50$ 35,080.50$
1,163.41$ 1,163.41$ 1,250.00$ 1,250.00$ 672.00$ 672.00$
290.40$ 1,161.60$ 310.00$ 1,240.00$ 336.00$ 1,344.00$
690.90$ 3,454.50$ 740.00$ 3,700.00$ 661.50$ 3,307.50$
3,575.78$ 7,151.56$ 3,843.00$ 7,686.00$ 3,507.00$ 7,014.00$
785.84$ 29,861.92$ 630.00$ 23,940.00$ 959.91$ 36,476.58$
797.50$ 590.15$ 2,520.00$ 1,864.80$ 708.00$ 523.92$
2,512.32$ 2,512.32$ 1,430.00$ 1,430.00$ 1,837.21$ 1,837.21$
1,314.42$ 5,257.68$ 800.00$ 3,200.00$ 747.94$ 2,991.76$
1,667.10$ 3,334.20$ 2,290.00$ 4,580.00$ 1,680.85$ 3,361.70$
3,281.38$ 3,281.38$ 960.00$ 960.00$ 1,593.70$ 1,593.70$
7,232.50$ 36,162.50$ 5,960.00$ 29,800.00$ 2,644.65$ 13,223.25$
598.95$ 2,395.80$ 870.08$ 3,480.32$ 1,613.47$ 6,453.88$
1,197.90$ 3,593.70$ 660.00$ 1,980.00$ 1,424.72$ 4,274.16$
2,395.80$ 2,395.80$ 5,615.00$ 5,615.00$ 834.08$ 834.08$
233.45$ 14,007.00$ 95.00$ 5,700.00$ 42.86$ 2,571.60$
3,348.18$ 3,348.18$ 5,445.00$ 5,445.00$ 3,385.60$ 3,385.60$
24,200.00$ 12,100.00$ 9,340.00$ 4,670.00$ 39,710.82$ 19,855.41$
762.08$ 762.08$ 200.00$ 200.00$ 567.84$ 567.84$
320.06$ 1,920.36$ 200.00$ 1,200.00$ 751.09$ 4,506.54$
578.60$ 14,465.00$ 615.00$ 15,375.00$ 889.38$ 22,234.50$
3,991.38$ 3,991.38$ 1,785.00$ 1,785.00$ 2,834.62$ 2,834.62$
8,798.40$ 8,798.40$ 6,100.00$ 6,100.00$ 5,509.92$ 5,509.92$
355.81$ 711.62$ 525.00$ 1,050.00$ 1,062.73$ 2,125.46$
2,765.52$ 2,765.52$ 1,945.00$ 1,945.00$ 2,455.77$ 2,455.77$
275.00$ 1,375.00$ 34.00$ 170.00$ 131.25$ 656.25$
29.70$ 4,158.00$ 8.00$ 1,120.00$ 26.15$ 3,661.00$
10,450.00$ 10,450.00$ 11,315.00$ 11,315.00$ 1,449.00$ 1,449.00$
425,889.96$ 433,572.00$ 379,463.00$
168,237.99$ 132,925.12$ 143,383.75$
Page 11 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
SUPPORT AND PROTECT WM & APPURTANCES (<12") 260 LF
SUPPORT AND PROTECT FM & APPURTANCES (<2") 300 LF
SUBTOTAL (UTILITY)
CONTINGENCY ITEMS (ROADWAY)FLOWABLE FILL 75 CY
CLASS 1 CONCRETE (MISCELLANEOUS) 10 CY
PREMIUM FOR CONFLICT CONDITION (SEE SP'S) 1 EA
CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) 112 ED
TRAFFIC CONTROL OFFICER (NON MOT) 120 HR
STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) 2,040 LF
STORM SEWER CLEANING (EXIST.) ( > 24" TO 48") (SEE SP'S) 5,730 LF
STORM SEWER CLEANING (EXIST.) ( > 48") (SEE SP'S) 242 LF
TEMPORARY FENCE 600 LF
SUBTOTAL (CONTINGENCY)
TOTAL BID
149
150
151
144
145
146
147
148
141
142
143
Unit Price Amount Unit Price Amount Unit Price Amount
HARDRIVES OF DELRAY, INC. D/B/A HARDRIVES, INC. ROSSO SITE DEVELOPMENT, INC. RANGER CONSTRUCTION
INDUSTRIES, INC.
22.00$ 5,720.00$ 12.50$ 3,250.00$ 18.18$ 4,726.80$
22.00$ 6,600.00$ 8.00$ 2,400.00$ 11.41$ 3,423.00$
114.95$ 8,621.25$ 212.00$ 15,900.00$ 123.48$ 9,261.00$
357.50$ 3,575.00$ 830.00$ 8,300.00$ 152.88$ 1,528.80$
5,500.00$ 5,500.00$ 6,304.00$ 6,304.00$ 13,400.48$ 13,400.48$
14.52$ 1,626.24$ 11.00$ 1,232.00$ 12.60$ 1,411.20$
550.00$ 66,000.00$ 58.00$ 6,960.00$ 69.00$ 8,280.00$
6.60$ 13,464.00$ 4.75$ 9,690.00$ 8.23$ 16,789.20$
13.07$ 74,891.10$ 7.00$ 40,110.00$ 15.12$ 86,637.60$
33.00$ 7,986.00$ 10.50$ 2,541.00$ 15.12$ 3,659.04$
41.03$ 24,618.00$ 16.00$ 9,600.00$ 4.10$ 2,460.00$
12,320.00$ 5,650.00$ 8,149.80$
8,910,596.93$
143,427.32$
8,300,000.67$
100,637.00$
8,494,000.00$
206,281.59$
Page 12 of 19
Item Descrption Qty. Units
ROADWAY ITEMSMOBILIZATION 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN MOT) (PHASE A) 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN MOT) (PHASE B) 1 LS
CLEARING AND GRUBBING (PHASE A) 1 LS
CLEARING AND GRUBBING (PHASE B) 1 LS
FLOATING TURBIDITY BARRIER 110 LF
REGULAR EXCAVATION 7,288 CY
CANAL EXCAVATION (SEE SP's) 782 CY
EMBANKMENT (COMPACTED IN PLACE) 28,424 CY
CANAL EMBANKMENT (COMPACTED IN PLACE) 1,082 CY
TYPE B STABILIZATION (LBR 40) (12") 66,353 SY
OPTIONAL BASE GROUP 1 (DRIVEWAYS AND TURNOUTS) 843 SY
OPTIONAL BASE GROUP 7 59,483 SY
OPTIONAL BASE GROUP 13 2,581 SY
MILL EXISTING ASPHALT PAVEMENT (1" AVG. THICK) 8,431.2 SY
MISCELLANEOUS ASPHALT PAVEMENT 2.1 TN
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL C) 5,434 TN
STRUCTURAL OVERBUILD (TYPE SP)(TRAFFIC LEVEL C) 1,615 TN
ASPHALTIC CONCRETE FRICTION COURSE(1.0") (FC-9.5) RUBBER 4,526 TN
CLASS I CONCRETE (ENDWALLS) 1.56 CY
CLASS I CONCRETE (GRAVITY WALL) 315 CY
CLASS II CONCRETE (ENDWALLS) 40.1 CY
REINFORCING STEEL 3,193 LB
CONTROL STRUCTURES 1 EA
INLETS (CURB) (TYPE P-1), >10 1 EA
INLETS (CURB) (TYPE P-5) 13 EA
INLETS (CURB) (TYPE P-6) 11 EA
INLETS (CURB) (TYPE P-6), >10 1 EA
INLETS (CURB) (TYPE P-9) (PARTIAL) 1 EA
INLETS (CURB) (TYPE P-9) 3 EA
INLETS (CURB) (TYPE J-1), >10 1 EA
Item #
31
26
27
28
29
30
8
9
10
21
22
23
24
25
16
17
18
19
20
1
2
3
4
5
11
12
13
14
15
6
7
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
Unit Price Amount Unit Price Amount Unit Price Amount
69,000.00$ 69,000.00$ 850,000.00$ 850,000.00$ 1,150,000.91$ 1,150,000.91$
133,000.00$ 133,000.00$ 455,000.00$ 455,000.00$ 331,000.00$ 331,000.00$
57,000.00$ 57,000.00$ 180,000.00$ 180,000.00$ 44,000.00$ 44,000.00$
431,500.00$ 431,500.00$ 675,000.00$ 675,000.00$ 343,000.00$ 343,000.00$
185,000.00$ 185,000.00$ 224,215.15$ 224,215.15$ 181,000.00$ 181,000.00$
26.00$ 2,860.00$ 22.00$ 2,420.00$ 12.00$ 1,320.00$
6.00$ 43,728.00$ 2.00$ 14,576.00$ 17.00$ 123,896.00$
6.00$ 4,692.00$ 3.50$ 2,737.00$ 14.00$ 10,948.00$
4.00$ 113,696.00$ 17.50$ 497,420.00$ 14.00$ 397,936.00$
3.00$ 3,246.00$ 9.50$ 10,279.00$ 17.00$ 18,394.00$
13.00$ 862,589.00$ 5.50$ 364,941.50$ 6.80$ 451,200.40$
12.00$ 10,116.00$ 18.50$ 15,595.50$ 9.60$ 8,092.80$
19.00$ 1,130,177.00$ 11.50$ 684,054.50$ 13.00$ 773,279.00$
28.00$ 72,268.00$ 16.50$ 42,586.50$ 28.00$ 72,268.00$
3.25$ 27,401.40$ 3.75$ 31,617.00$ 2.70$ 22,764.24$
600.00$ 1,260.00$ 424.00$ 890.40$ 450.00$ 945.00$
125.00$ 679,250.00$ 97.50$ 529,815.00$ 110.00$ 597,740.00$
145.00$ 234,175.00$ 122.00$ 197,030.00$ 130.00$ 209,950.00$
190.00$ 859,940.00$ 154.00$ 697,004.00$ 170.00$ 769,420.00$
3,600.00$ 5,616.00$ 1,730.00$ 2,698.80$ 9,500.00$ 14,820.00$
600.00$ 189,000.00$ 572.00$ 180,180.00$ 590.00$ 185,850.00$
2,100.00$ 84,210.00$ 1,770.00$ 70,977.00$ 3,200.00$ 128,320.00$
5.00$ 15,965.00$ 1.00$ 3,193.00$ 0.60$ 1,915.80$
12,000.00$ 12,000.00$ 7,110.00$ 7,110.00$ 9,700.00$ 9,700.00$
14,100.00$ 14,100.00$ 17,300.00$ 17,300.00$ 8,200.00$ 8,200.00$
7,500.00$ 97,500.00$ 5,990.00$ 77,870.00$ 5,200.00$ 67,600.00$
7,400.00$ 81,400.00$ 6,050.00$ 66,550.00$ 5,100.00$ 56,100.00$
11,400.00$ 11,400.00$ 8,490.00$ 8,490.00$ 5,800.00$ 5,800.00$
5,500.00$ 5,500.00$ 2,780.00$ 2,780.00$ 3,500.00$ 3,500.00$
7,300.00$ 21,900.00$ 5,250.00$ 15,750.00$ 4,800.00$ 14,400.00$
15,300.00$ 15,300.00$ 17,300.00$ 17,300.00$ 9,100.00$ 9,100.00$
BERGERON LAND DEVELOPMENT, INC. RIC-MAN INTERNATIONAL, INC. RYAN INCORPORATED
SOUTHERN
Page 13 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
INLETS (CURB) (TYPE J-2), >10 1 EA
INLETS (CURB) (TYPE J-5) 2 EA
INLETS (CURB) (TYPE J-6) 2 EA
INLETS (DITCH BOTTOM) (TYPE C) 11 EA
INLETS (DITCH BOTTOM) (TYPE C) (J BOTTOM) 5 EA
INLETS (DITCH BOTTOM) (TYPE C) PARTIAL 3 EA
INLETS (DITCH BOTTOM) (TYPE D) 1 EA
INLETS (DITCH BOTTOM) (TYPE D) (J BOTTOM) 1 EA
INLETS (CLOSED FLUME) TYPE 1 12 EA
MANHOLE (TYPE P- 8) 1 EA
MANHOLE (TYPE P-8) PARTIAL 2 EA
MANHOLE (TYPE P-7) 1 EA
MANHOLE (TYPE 7) PARTIAL 1 EA
MANHOLE (TYPE J-7) 2 EA
MANHOLE (TYPE J-7) (PARTIAL) 8 EA
ADJUST INLETS 7 EA
ADJUST MANHOLES 6 EA
PIPE CULVERT (15") (STORM) 104 LF
PIPE CULVERT (18") (STORM) 2,950 LF
PIPE CULVERT (24") (STORM) 1,017 LF
PIPE CULVERT (30") (STORM) 286 LF
PIPE CULVERT (60") (STORM) 32 LF
PIPE CULVERT (72") (STORM) 132 LF
A2000 (PVC PIPE) (8") 26 LF
A2000 (PVC PIPE) (12") 66 LF
STORM SEWER PUMPING (EXIST) (24" OR LESS) (SEE SP'S) 2,040 LF
STORM SEWER PUMPING (> 24" TO 48") (SEE SP'S) 5,730 LF
STORM SEWER PUMPING (> 48") (SEE SP'S) 242 LF
MITERED END SECTION (ROUND) (18") 3 EA
CONCRETE CURB TYPE D 74 LF
CONCRETE CURB & GUTTER TYPE F 30,907 LF
CONCRETE SHOULDER GUTTER 128 LF
61
62
63
56
57
58
59
60
51
52
53
54
55
46
47
48
49
50
41
42
43
44
45
36
37
38
39
40
32
33
34
35
Unit Price Amount Unit Price Amount Unit Price Amount
BERGERON LAND DEVELOPMENT, INC. RIC-MAN INTERNATIONAL, INC. RYAN INCORPORATED
SOUTHERN
16,500.00$ 16,500.00$ 17,400.00$ 17,400.00$ 11,000.00$ 11,000.00$
8,700.00$ 17,400.00$ 9,920.00$ 19,840.00$ 6,300.00$ 12,600.00$
8,900.00$ 17,800.00$ 10,300.00$ 20,600.00$ 6,300.00$ 12,600.00$
5,900.00$ 64,900.00$ 3,500.00$ 38,500.00$ 4,200.00$ 46,200.00$
7,700.00$ 38,500.00$ 7,290.00$ 36,450.00$ 5,700.00$ 28,500.00$
5,200.00$ 15,600.00$ 2,500.00$ 7,500.00$ 3,200.00$ 9,600.00$
6,400.00$ 6,400.00$ 4,240.00$ 4,240.00$ 4,700.00$ 4,700.00$
6,300.00$ 6,300.00$ 11,400.00$ 11,400.00$ 3,600.00$ 3,600.00$
9,200.00$ 110,400.00$ 9,550.00$ 114,600.00$ 6,500.00$ 78,000.00$
6,600.00$ 6,600.00$ 5,780.00$ 5,780.00$ 5,300.00$ 5,300.00$
5,400.00$ 10,800.00$ 3,020.00$ 6,040.00$ 3,500.00$ 7,000.00$
6,600.00$ 6,600.00$ 6,600.00$ 6,600.00$ 5,100.00$ 5,100.00$
5,300.00$ 5,300.00$ 3,470.00$ 3,470.00$ 3,500.00$ 3,500.00$
10,650.00$ 21,300.00$ 8,960.00$ 17,920.00$ 7,300.00$ 14,600.00$
6,200.00$ 49,600.00$ 3,250.00$ 26,000.00$ 3,600.00$ 28,800.00$
2,800.00$ 19,600.00$ 3,180.00$ 22,260.00$ 1,000.00$ 7,000.00$
2,500.00$ 15,000.00$ 530.00$ 3,180.00$ 760.00$ 4,560.00$
155.00$ 16,120.00$ 121.00$ 12,584.00$ 68.00$ 7,072.00$
97.00$ 286,150.00$ 90.00$ 265,500.00$ 73.00$ 215,350.00$
117.00$ 118,989.00$ 110.00$ 111,870.00$ 88.00$ 89,496.00$
153.00$ 43,758.00$ 151.00$ 43,186.00$ 140.00$ 40,040.00$
420.00$ 13,440.00$ 408.00$ 13,056.00$ 330.00$ 10,560.00$
570.00$ 75,240.00$ 485.00$ 64,020.00$ 570.00$ 75,240.00$
50.00$ 1,300.00$ 21.00$ 546.00$ 57.00$ 1,482.00$
52.00$ 3,432.00$ 26.50$ 1,749.00$ 65.00$ 4,290.00$
10.00$ 20,400.00$ 5.25$ 10,710.00$ 6.20$ 12,648.00$
12.00$ 68,760.00$ 6.25$ 35,812.50$ 7.30$ 41,829.00$
15.00$ 3,630.00$ 11.50$ 2,783.00$ 40.00$ 9,680.00$
1,710.00$ 5,130.00$ 1,860.00$ 5,580.00$ 1,200.00$ 3,600.00$
24.00$ 1,776.00$ 23.00$ 1,702.00$ 25.00$ 1,850.00$
16.00$ 494,512.00$ 19.00$ 587,233.00$ 15.00$ 463,605.00$
31.00$ 3,968.00$ 27.50$ 3,520.00$ 31.00$ 3,968.00$
Page 14 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
ENGRAVING CURB FACE 12 EA
TRAFFIC SEPARATOR CONCRETE (SPECIAL) (VARIABLE WIDTH) 1,217 SY
CONCRETE SIDEWALK (4" THICK) 8,144 SY
CONCRETE SIDEWALK (6" THICK) (DRIVEWAY) 498 SY
COLOR TREATED & STAMPED CONCRETE (SEE SP's) 602 SY
PIPE GUIDERAIL (STEEL) 1,602 LF
RIP-RAP (RUBBLE) 296 TN
GUARDRAIL 64 LF
END ANCHORAGE ASSEMBLIES (TYPE II) 1 EA
END ANCHORAGE ASSEMBLIES (TYPE CRT) 2 EA
TYPE B FENCE (6' HIGH) (W/TOP RAIL) BLACK VINYL CLAD 709 LF
RELOCATE EXISTING FENCE (INCLUDES GATE) 1,173 LF
RELOCATE EXISTING FENCE GATE 1 EA
SOD 20,084 SY
6" PVC CONDUIT IRRIGATION SLEEVE (SCH 80) (SEE SP'S) 1,385 LF
TREE SPADE UNITS 3 EA
PALM RELOCATION UNITS 5 EA
SEED AND MULCH 5,593 SY
2-2" PVC CONDUITS (SCH 40) TRAFFIC W/ F/O CABLE 7,898 LF
TRAFFIC PULL BOX (SMALL) 21 EA
TRAFFIC PULL BOX (LARGE) 4 EA
SUBTOTAL (ROADWAY)
81
82
83
84
76
77
78
79
80
71
72
73
74
75
66
67
68
69
70
64
65
Unit Price Amount Unit Price Amount Unit Price Amount
BERGERON LAND DEVELOPMENT, INC. RIC-MAN INTERNATIONAL, INC. RYAN INCORPORATED
SOUTHERN
960.00$ 11,520.00$ 530.00$ 6,360.00$ 340.00$ 4,080.00$
70.00$ 85,190.00$ 89.00$ 108,313.00$ 34.00$ 41,378.00$
54.00$ 439,776.00$ 37.50$ 305,400.00$ 44.00$ 358,336.00$
55.00$ 27,390.00$ 41.00$ 20,418.00$ 43.00$ 21,414.00$
90.00$ 54,180.00$ 86.50$ 52,073.00$ 81.00$ 48,762.00$
65.00$ 104,130.00$ 66.00$ 105,732.00$ 70.00$ 112,140.00$
185.00$ 54,760.00$ 180.00$ 53,280.00$ 170.00$ 50,320.00$
278.00$ 17,792.00$ 21.00$ 1,344.00$ 23.00$ 1,472.00$
2,450.00$ 2,450.00$ 1,810.00$ 1,810.00$ 2,000.00$ 2,000.00$
6,350.00$ 12,700.00$ 2,970.00$ 5,940.00$ 3,200.00$ 6,400.00$
40.00$ 28,360.00$ 36.00$ 25,524.00$ 38.00$ 26,942.00$
19.00$ 22,287.00$ 14.50$ 17,008.50$ 16.00$ 18,768.00$
850.00$ 850.00$ 561.00$ 561.00$ 600.00$ 600.00$
2.75$ 55,231.00$ 3.25$ 65,273.00$ 12.00$ 241,008.00$
32.00$ 44,320.00$ 26.50$ 36,702.50$ 36.00$ 49,860.00$
1,500.00$ 4,500.00$ 3,000.00$ 9,000.00$ 1,200.00$ 3,600.00$
1,500.00$ 7,500.00$ 1,060.00$ 5,300.00$ 510.00$ 2,550.00$
1.00$ 5,593.00$ 1.75$ 9,787.75$ 5.80$ 32,439.40$
8.20$ 64,763.60$ 17.50$ 138,215.00$ 62.00$ 489,676.00$
627.00$ 13,167.00$ 607.00$ 12,747.00$ 690.00$ 14,490.00$
1,605.00$ 6,420.00$ 1,270.00$ 5,080.00$ 1,800.00$ 7,200.00$
8,452,880.60$ 8,809,265.55$ 8,122,874.00$
Page 15 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
SIGNALIZATION PAY ITEMS85 630-2-11-2 2" PVC (SCH 40) UNDERGROUND CONDUIT 400 LF
86 630-2-11-2A ADDITIONAL 2" PVC (SCH 40) CONDUIT, IN OPEN TRENCH 250 LF
87 630-2-12-2-5 5-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 320 LF
88 630-2-12-2-6 6-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 300 LF
89 630-2-14-2 2" RIGID CONDUIT HOT DIPPED GALVANIZED CONDUIT SURFACE MOUNTED 20 LF
90 632-7-1-19G SIGNAL CABLE (SPAN LENGTH 751' - Greater) 1 PI
91 632-7-1-4A PEDESTRIAN SIGNAL CABLE - 4 CONDUCTOR 1 PI
92 632-7-1-7A PEDESTRIAN SIGNAL CABLE - 7 CONDUCTOR 1 PI
93 632-7-6 SIGNAL CABLE, REMOVE - IN INTERSECTION 1 PI
94 635-2-12-A PULL BOX (17" x 30" x 12"D) HEAVY DUTY COVERS (TIER 15) 21 EA
95 635-2-12-C PULL BOX (30" x 48" x 24"D) HEAVY DUTY SPLIT COVERS (ITS) (TIER 15) 2 EA
96 639-1-123 ELECTRICAL POWER SERVICE NO METER BASE (UNDERGROUND) 1 AS
97 639-2-1-3 ELECTRICAL SERVICE WIRE (SIGLE PHASE 3-WIRE, TRIPLEX) 240 LF
98 639-3-11 ELECTRICAL SERVICE DISCONNECT (BREAKER BOX, SHEET T 6.2 OF PBC STANDARDS) 1 EA
99 641-2-12-12 PRESTRESSED CONCRETE POLE (12' TYPE P-II ) 1 EA
100 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL WITH TRANSFORMER BASE (8 FEET ABOVE GROUND) 6 EA
101 646-1-60 ALUMINUM SIGNALS POLE, REMOVE 8 EA
102 649-21-15 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE 70' 1 EA
103 649-21-21 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE 78' 2 EA
104 649-26-03 STEEL MAST ARM ASSEMBLY, REMOVE, SHALLOW FOUNDATION-BOLT ON ATTACHMENT 3 EA
105 649-26-07 REMOVE ARM AND ATTACHMENT FROM EXISTING MAST ARM ASSEMBLY, POLE REMAIN 1 EA
106 650-1-13 TRAFFIC SIGNAL HEAD ALUMINUM (3-SECTION, 1-WAY) INCLUDES BACKPLATES 13 AS
107 650-1-15 TRAFFIC SIGNAL HEAD ALUMINUM (5-SECTION, 1-WAY) INCLUDES BACKPLATES 2 AS
108 653-191 PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM 6 EA
109 653-1-60 PEDESTRIAN SIGNAL, REMOVE PED SIGNAL 6 EA
110 660-4-10-B6 VIDEO IMAGE DETECTION 6 - CAMERA SYSTEM (ITERIS) COMPLETE. 1 EA
111 660-4-60 VEHICLE DETECTION SYSTEM-VIDEO, REMOVE 4 EA
112 665-1-11 PEDESTRIAN DETECTOR (PUSH BUTTON) 6 EA
Unit Price Amount Unit Price Amount Unit Price Amount
BERGERON LAND DEVELOPMENT, INC. RIC-MAN INTERNATIONAL, INC. RYAN INCORPORATED
SOUTHERN
8.50$ 3,400.00$ 17.00$ 6,800.00$ 34.00$ 13,600.00$
2.00$ 500.00$ 15.00$ 3,750.00$ 5.60$ 1,400.00$
35.00$ 11,200.00$ 21.50$ 6,880.00$ 70.00$ 22,400.00$
42.00$ 12,600.00$ 24.50$ 7,350.00$ 72.00$ 21,600.00$
22.00$ 440.00$ 38.50$ 770.00$ 14.00$ 280.00$
4,375.00$ 4,375.00$ 6,070.00$ 6,070.00$ 8,200.00$ 8,200.00$
1,310.00$ 1,310.00$ 1,320.00$ 1,320.00$ 1,400.00$ 1,400.00$
1,666.00$ 1,666.00$ 1,880.00$ 1,880.00$ 2,900.00$ 2,900.00$
550.00$ 550.00$ 552.00$ 552.00$ 1,600.00$ 1,600.00$
448.00$ 9,408.00$ 736.00$ 15,456.00$ 900.00$ 18,900.00$
1,400.00$ 2,800.00$ 1,850.00$ 3,700.00$ 1,400.00$ 2,800.00$
1,150.00$ 1,150.00$ 4,740.00$ 4,740.00$ 990.00$ 990.00$
2.75$ 660.00$ 7.50$ 1,800.00$ 2.90$ 696.00$
1,550.00$ 1,550.00$ 1,990.00$ 1,990.00$ 450.00$ 450.00$
1,180.00$ 1,180.00$ 1,930.00$ 1,930.00$ 930.00$ 930.00$
950.00$ 5,700.00$ 1,210.00$ 7,260.00$ 800.00$ 4,800.00$
60.00$ 480.00$ 276.00$ 2,208.00$ 560.00$ 4,480.00$
63,150.00$ 63,150.00$ 56,200.00$ 56,200.00$ 65,000.00$ 65,000.00$
51,800.00$ 103,600.00$ 59,500.00$ 119,000.00$ 73,000.00$ 146,000.00$
1,400.00$ 4,200.00$ 2,210.00$ 6,630.00$ 3,200.00$ 9,600.00$
600.00$ 600.00$ 1,650.00$ 1,650.00$ 1,100.00$ 1,100.00$
1,025.00$ 13,325.00$ 1,050.00$ 13,650.00$ 960.00$ 12,480.00$
1,564.00$ 3,128.00$ 1,540.00$ 3,080.00$ 1,700.00$ 3,400.00$
523.00$ 3,138.00$ 166.00$ 996.00$ 680.00$ 4,080.00$
81.00$ 486.00$ 938.00$ 5,628.00$ 98.00$ 588.00$
59,000.00$ 59,000.00$ 12,700.00$ 12,700.00$ 41,000.00$ 41,000.00$
150.00$ 600.00$ 2,760.00$ 11,040.00$ 400.00$ 1,600.00$
150.00$ 900.00$ 386.00$ 2,316.00$ 140.00$ 840.00$
Page 16 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
113 670-5-110-B TRAFFIC CONTROLLER ASSEMBLY (TYPE 6) AS PER NAZTEC 1 AS
114 670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 1 AS
115 690-15 REMOVE INTERNALY ILLUMINATED SIGN 4 EA
116 700-3-201 SIGN PANEL, FURNISH AND INSTALL OVERHEAD MOUNT, UP TO 12 SF 5 EA
117 700-5-22 INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT 2 EA
SUBTOTAL (SIGNALIZATION)
PBC WATER UTILITY ITEMSADJUST VALVE BOX (INCLUDING CONCRETE COLLAR) 38 EA
CONCRETE SLAB 0.74 CY
EXISTING WATER SERVICE AND METER TO BE RELOCATED 1 EA
EXISTING WATER METER TO BE RELOCATED 4 EA
RELOCATE FIRE HYDRANT 2 EA
ADJUST FIRE HYDRANT 1 EA
DEFLECT W.M W/FITTINGS (<12") 5 EA
ADJUST AIR RELEASE VALVE 4 EA
ADJUST MANHOLE (UTILITIES) 3 EA
RELOCATE BACKFLOW PREVENTER 1 EA
8" DUCTILE IRON PIPE FOR POTABLE WATER MAIN INSTALLATION 60 LF
CONNECT TO EXISTING 12" POTABLE WATER MAIN 1 EA
F&I DUCTILE IRON COMPACT FITTINGS W/REACTION BLOCKING OR THRUST RESTRAINTS F 0.5 TN
8" TO 12" JOINT RESTRAINT GASKET (FIELD LOCK OR FAST GRIP) 1 EA
8" TO 12" MECHANICAL JOINT RESTRAINT FOR DUCTILE IRON PIPE 6 EA
RESTRAINT EXISTING 8" TO 12" PVC PRESSURE PIPE JOINTS 25 EA
8" GATE VALVE & VALVE BOX 1 EA
FIRE HYDRANT ASSEMBLY WITH CAPTIVATOR CAP, 6" GATE VALVE & ANCHOR TEE ASSEMBL 1 EA
SAMPLE POINTS ON FIRE HYDRANTS 2 EA
SHORT SINGLE 5/8" METER SERVICE (1-1/2" PVC) (UP TO 10' LONG) 1 EA
DENSITY TEST 5 EA
REMOVAL/PLUG OF EXISTING WATER SERVICE PIPING 140 LF
AS BUILT RECORD DRAWINGS 1 LS
SUBTOTAL (UTILITY)
CONTINGENCY ITEMS (PBC WATER UTILITY ITEMS)
139
140
134
135
136
137
138
129
130
131
132
133
124
125
126
127
128
119
120
121
122
123
118
Unit Price Amount Unit Price Amount Unit Price Amount
BERGERON LAND DEVELOPMENT, INC. RIC-MAN INTERNATIONAL, INC. RYAN INCORPORATED
SOUTHERN
31,700.00$ 31,700.00$ 32,500.00$ 32,500.00$ 27,000.00$ 27,000.00$
300.00$ 300.00$ 1,020.00$ 1,020.00$ 1,600.00$ 1,600.00$
55.00$ 220.00$ 497.00$ 1,988.00$ 200.00$ 800.00$
10,800.00$ 54,000.00$ 546.00$ 2,730.00$ 2,000.00$ 10,000.00$
2,500.00$ 5,000.00$ 3,860.00$ 7,720.00$ 2,000.00$ 4,000.00$
850.00$ 32,300.00$ 371.00$ 14,098.00$ 730.00$ 27,740.00$
2,650.00$ 1,961.00$ 3,710.00$ 2,745.40$ 760.00$ 562.40$
1,500.00$ 1,500.00$ 1,410.00$ 1,410.00$ 1,100.00$ 1,100.00$
2,100.00$ 8,400.00$ 530.00$ 2,120.00$ 470.00$ 1,880.00$
2,150.00$ 4,300.00$ 2,020.00$ 4,040.00$ 2,300.00$ 4,600.00$
1,500.00$ 1,500.00$ 1,170.00$ 1,170.00$ 1,500.00$ 1,500.00$
10,800.00$ 54,000.00$ 4,450.00$ 22,250.00$ 6,200.00$ 31,000.00$
1,020.00$ 4,080.00$ 2,970.00$ 11,880.00$ 760.00$ 3,040.00$
1,550.00$ 4,650.00$ 636.00$ 1,908.00$ 760.00$ 2,280.00$
5,880.00$ 5,880.00$ 1,270.00$ 1,270.00$ 1,600.00$ 1,600.00$
99.00$ 5,940.00$ 76.50$ 4,590.00$ 160.00$ 9,600.00$
5,700.00$ 5,700.00$ 1,800.00$ 1,800.00$ 2,800.00$ 2,800.00$
13,050.00$ 6,525.00$ 5,300.00$ 2,650.00$ 11,000.00$ 5,500.00$
675.00$ 675.00$ 371.00$ 371.00$ 650.00$ 650.00$
675.00$ 4,050.00$ 1,270.00$ 7,620.00$ 600.00$ 3,600.00$
800.00$ 20,000.00$ 1,280.00$ 32,000.00$ 890.00$ 22,250.00$
2,050.00$ 2,050.00$ 2,120.00$ 2,120.00$ 1,900.00$ 1,900.00$
6,375.00$ 6,375.00$ 7,210.00$ 7,210.00$ 5,500.00$ 5,500.00$
725.00$ 1,450.00$ 849.00$ 1,698.00$ 260.00$ 520.00$
2,400.00$ 2,400.00$ 2,230.00$ 2,230.00$ 2,600.00$ 2,600.00$
75.00$ 375.00$ 1,000.00$ 5,000.00$ 120.00$ 600.00$
33.00$ 4,620.00$ 28.50$ 3,990.00$ 20.00$ 2,800.00$
8,500.00$ 8,500.00$ 25,000.00$ 25,000.00$ 1,700.00$ 1,700.00$
353,304.00$ 436,514.00$
159,170.40$ 135,322.40$
402,316.00$
187,231.00$
Page 17 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSLYONS RD., N. OF LWDD l-14 CANAL TO LAKE WORTH RD., AND LYONS RD., LAKE WORTH ROAD
TO S. OF LWDD L-11 CANAL CONTRACTPBC PROJECT #2010504B & 2007500A
SUPPORT AND PROTECT WM & APPURTANCES (<12") 260 LF
SUPPORT AND PROTECT FM & APPURTANCES (<2") 300 LF
SUBTOTAL (UTILITY)
CONTINGENCY ITEMS (ROADWAY)FLOWABLE FILL 75 CY
CLASS 1 CONCRETE (MISCELLANEOUS) 10 CY
PREMIUM FOR CONFLICT CONDITION (SEE SP'S) 1 EA
CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) 112 ED
TRAFFIC CONTROL OFFICER (NON MOT) 120 HR
STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) 2,040 LF
STORM SEWER CLEANING (EXIST.) ( > 24" TO 48") (SEE SP'S) 5,730 LF
STORM SEWER CLEANING (EXIST.) ( > 48") (SEE SP'S) 242 LF
TEMPORARY FENCE 600 LF
SUBTOTAL (CONTINGENCY)
TOTAL BID
149
150
151
144
145
146
147
148
141
142
143
Unit Price Amount Unit Price Amount Unit Price Amount
BERGERON LAND DEVELOPMENT, INC. RIC-MAN INTERNATIONAL, INC. RYAN INCORPORATED
SOUTHERN
75.00$ 19,500.00$ 16.00$ 4,160.00$ 40.00$ 10,400.00$
66.00$ 19,800.00$ 14.00$ 4,200.00$ 40.00$ 12,000.00$
250.00$ 18,750.00$ 304.00$ 22,800.00$ 220.00$ 16,500.00$
250.00$ 2,500.00$ 886.00$ 8,860.00$ 680.00$ 6,800.00$
45,000.00$ 45,000.00$ 5,300.00$ 5,300.00$ 7,400.00$ 7,400.00$
60.00$ 6,720.00$ 11.50$ 1,288.00$ 17.00$ 1,904.00$
65.00$ 7,800.00$ 74.50$ 8,940.00$ 84.00$ 10,080.00$
15.00$ 30,600.00$ 8.25$ 16,830.00$ 6.80$ 13,872.00$
20.00$ 114,600.00$ 10.50$ 60,165.00$ 14.00$ 80,220.00$
30.00$ 7,260.00$ 31.00$ 7,502.00$ 34.00$ 8,228.00$
25.00$ 15,000.00$ 16.00$ 9,600.00$ 5.10$ 3,060.00$
141,285.00$ 148,064.00$
9,115,000.00$ 9,551,565.95$
8,360.00$ 22,400.00$ 39,300.00$
248,230.00$
8,999,951.00$
Page 18 of 19
Note # PAY ITEM FOOTNOTES
1 MOT SHALL INCLUDE THE COST OF ANY TEMPORARY PAVEMENT, AND TEMPORARY CONC. BARRIERS AS REQUIRED.
2 ALL ITEMS SHALL INCLUDE COST TO FURNISH AND INSTALL UNLESS OTERWISE NOTED.
3 ALL STRUCTURES BOXES ARE 10 FEET OR LESS IN DEPTH UNLESS OTHERWISE NOTED.
4 OPTIONAL BASE GROUP AND ASPHALTIC CONCRETE ITEMS INCLUDE BITUMINOUS MATERIAL AND TACK COAT AS REQUIRED.
5 THE COST FOR "SAW CUT AND BUTT JOINT", AS REQUIRED, SHALL BE INCIDENTAL TO THE RELATED ASPHALT ITEM.
5 THE COST OF BREAKING INTO EXISTING STRUCTURES IS INCIDENTAL TO COST OF PIPE.
6 PREMIUM FOR CONFLICT CONDITION SHALL INCLUDE COSTS OF REQUIRED STEEL CASING, AS DIRECTED BY THE ENGINEER.
7 THE COST OF PIPE SHALL INCLUDE THE COST OF BACK FILLING REQUIRED OVER PIPE TO FINISHED GRADES AS SHOWN ON THE PLANS.
8 CONNECTION OF THE NEW GUARDRAIL TO THE EXISTING GUARDRAIL ARE INCLUDED IN THE WORK FOR "GUARDRAIL", LF.
9 TYPE B FENCE (6' HIGH) (W/TOP RAIL) BLACK VINYL CLAD INLCUDES 222 LF OF CONTINGENCY ITEMS.
10 CONTRACTOR SHALL COORDINATE WITH THE STREETSCAPE SECTION (561-684-4100) FOR LOCATIONS FOR THE RELOCATED TREES A MINIMUM OF 3 WEEKS PRIOR TO TREE RELOCATION OPERATIONS.
11
BID ITEM 660-4-10-B6 FURNISH & INSTALL A COMPLETE (ITERIS) 6-CAMERA VIDEO DETECTION SYSTEM PER FDOT AND PALM BEACH COUNTY SPECIFICATIONS. THIS ITEM WILL INCLUDE ALL CABINET EQUIPMENT (SHELF MOUNTED PROCESSORS, SUPPLEMENTAL INTERFACE HARDWARE, CABLING, OTHER CABINET SYSTEM COMPONENTS). THIS ITEM ALSO INCLUDES ALL OVERHEAD EQUIPMENT (SIX (6) CAMERAS, MOUNTING HARDWARE AND CABLING) AND ALL APPURTENANCES NECESSARY FOR A COMPLETE AND ACCEPTED INSTALLATION.
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.
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