DATE: June30,2020 TO: MJCLand Development,LLC...
Transcript of DATE: June30,2020 TO: MJCLand Development,LLC...
June 30, 2020DATE:
Lanzo Construction Co., FloridaMJC Land Development, LLCRanger Construction Industries, Inc.Bergeron Land Development, Inc.Harddrives of Delray, Inc.Ryan Incorporated SouthernCommunity Asphalt Corp.
JW Cheatham, LLCRussell Engineering, 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 RECOMMENDATIONSEMINOLE PRATT WHITNEY RD. FROM ORANGEBLVD. TO S. OF NORTHLAKE BLVD. & SEMINOLEPRATT WHITNEY RD. & NORTHLAKE BLVD.INTERSECTION IMPROVEMENTSPALM BEACH COUNTY PROJECT NOS.: 199751ID
& 1997512A3
RE:Palm Beach County
Board of CountyCommissioners
Dave Kerner, Mayor
Robert S. Weinroth, Vice Mayor
Hal R. Valeche
Gregg K. Weiss Based on bid results and EBO compliance review, Engineering & PublicWorks recommends award of the above referenced contract to LanzoConstruction Co., Florida.
Mary Lou Berger
Melissa McKinlay
Mack Bernard The 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 July 1,2020 and tohttp://discover.pbcuov.ora/emnneeriini/roadwa \ production/Paues/Bid-Documents.aspx . If your office wishes to protest the award recommendation,you may do so by addressing your protest to Ms. Kathleen M. Scarlett,Director, Palm Beach County Purchasing Department, 50 South Military Trail,West Palm Beach, Florida 33415. Failure to submit a protest to the Directorof Purchasing 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.
County Administrator
Verdenia C. Baker
We thank you for your continued interest in bidding Palm Beach Countyprojects.
“An Equal OpportunityAffirmative Action Employer"
printed on sustainableand recycled paper
AWARD RECOMMENDATION
PROJECT NO: 199751ID & 1997512A3TITLE: Seminole Pratt Whitnev Rd. from Orange Blvd. to S. of Northlake Blvd. & Seminole PrattWhitnev Rd. & Northlake Blvd. Intersection Improvements
TOTAL AMOUNT OF BIDLIST OF BIDDERS FROMLOWEST TO HIGHEST
$16,106,500.01 *Lanzo Construction Co., Florida *
$17,998,462.98MJC Land Development, LLC
$17,999,999.00Ranger Construction Industries, Inc.
$18,115,000.00Bergeron Land Development, Inc.
$18,221,556.11Hardrives of Delray, Inc.$18,429,897.40Ryan Incorporated Southern
$18,601,956.57Community Aasphalt Corp.
$18,977,313.22JW Cheatham, LLC
$20,595,569.91Russell Engineering, Inc.
*Palm Beach County Engineering & Public Works recommends award to Lanzo ConstructionCo., Florida, the lowest responsive, responsible bidder meeting EBO requirements.
REMARKS: SEE THE ATTACHED COMPLIANCE REVIEW FROM THE OFFICE OFEQUAL BUSINESS OPPORTUNITY.
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-Yr Program Mgr, Roadway Production Div.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, OEBOCornelia Wantz, Technical Assistant III, Traffic Division
ec:
n:\roadway\pro\1997\19975Ud_1997512a3 - spw rd. orange to northlake and at northlake\5 - awardMntent andreject letters\award recommendation.doc
DATE: June 30, 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.: 1997511D &
1997512A3 - Seminole Pratt Whitney Rd. from Orange
Blvd. to S. of Northlake Blvd. & Seminole Pratt Whitney
Rd. & Northlake Blvd. Intersection Improvements
_______________________________________________________________________________________
The following bids, opened by the Department of Engineering and Public Works on June 23, 2020, have been evaluated according to the provisions set forth for the Affirmative Procurement Initiative (API) for Construction: SBE Subcontracting Program - 20% minimum mandatory, 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: Lanzo Construction Co., Florida
125 SE 5th Court
Deerfield Beach, FL 33441
Phone: 954-979-0802
Total Bid Amount: $16,106,500.01
Amount Less Contingency: $15,192,375.01
SBE Prime: NO
Total API Achieved: 20%
TEAM EBO STATUS EXP. DATE PERCENTAGE
MATADOR CONSTRUCTION S/MBE 1/15/2023 20%
________________________________________________________________________
Bidder #2: MJC Land Development, LLC
1128 Royal Palm Beach Blvd. #340
Royal Palm Beach, FL 33411
Phone: (561) 688-5004
Total Bid Amount: $17,998,462.98
Amount Less Contingency: $17,800,258.98
SBE Prime: NO
Total API Achieved: 20.31 %
TEAM EBO STATUS EXP. DATE PERCENTAGE
AGRICULTURAL LAND SERVICES S/WBE 11/3/2022 .88%
FINE-LINE STRIPING SBE 5/29/2021 .43%
RANGELINE TAPPING SVCS., INC SBE 2/19/2021 1.37%
TRU-TRUCKING S/MBE 10/26/2022 2.89%
THE PAVING LADY S/MBE 12/3/2020 11.49%
PJ’S LAND CLEARING & EXCAVATING SBE 6/10/2022 .75%
BETSY LINDSAY, INC. S/WBE 9/4/2022 1.3%
WM D. ADEIMY JR. SBE 3/21/2023 1.2%
________________________________________________________________
Bidder #3: Ranger Construction Industries, Inc.
101 Sanbury’s Way
West Palm Beach, FL 33411
Phone: (561) 793-9400
Total Bid Amount: $17,999,999.00
Amount Less Contingency: $17,785,554.25
SBE Prime: NO
Total API Achieved: 20.2%
TEAM EBO STATUS EXP. DATE PERCENTAGE
MATADOR CONSTRUCTION S/MBE 1/15/2023 20.2%
________________________________________________________________________
Bidder #4: Bergeron Land Development, Inc.
19612 S.W. 69th Place
Fort Lauderdale, FL 33332
Phone: (954) 680-6100
Total Bid Amount: $18,115,000.00
Amount Less Contingency: $17,885,430.00
SBE Prime: NO
Total API Achieved: 20.04%
TEAM EBO STATUS EXP. DATE PERCENTAGE
PATHWAY ENTERPRISES, INC. SBE 6/30/2022 6.02%
RITZEL MASON SBE 4/9/2022 .83%
RADISE INTERNATIONAL S/MBE 12/12/2020 .63%
AGRICULTURAL LAND SERVICES S/MBE 11/3/2022 .87%
MATADOR CONSTRUCTION S/MBE 1/15/2023 11.2%
RKC LAND DEVELOPMENT SBE 6/16/2021 .49%
_______________________________________________________________________
Bidder #5: Hardrives of Delray, Inc.
2101 S. Congress Ave.,
Delray Beach, FL 33445
Phone: (561) 278-0456
Total Bid Amount: $18,221,556.11
Amount Less Contingency: $17,933,182.56
SBE Prime: NO
Total API Achieved: 21.74%
TEAM EBO STATUS EXP. DATE PERCENTAGE
BELVEDERE CONTRACTING SBE 3/30/2023 6.64%
PATHWAY ENTERPRISES, INC. SBE 6/30/2022 6.09%
TCLM ENTERPRISES, INC. SBE 12/27/2021 9.01%
(RANGELINE TAPPING SVCS)1 SBE-2ND TIER 2/19/2021
JOHNSON-DAVIS, INC. NON-SBE -- 30%
________________________________________________________________________
Bidder #6: Ryan Incorporated Southern2
1239 E Indian Street, Suite 110
Stuart, FL 34997
Phone: (772) 266-3200
Total Bid Amount: $18,429,897.40
Amount Less Contingency: $18,171,959.45
SBE Prime: NO
Total API Achieved: 16.16%
TEAM EBO STATUS EXP. DATE PERCENTAGE_
THE PAVING LADY S/MBE 12/3/2020 11%
RBD NON-SBE 5%
WM D. ADEIMY, JR.3 SBE 3/21/2023 4.3%
NTCS NON-SBE 5%
ACME BARRICADES NON-SBE 2.5%
CAULFIELD & WHEELER, INC NON-SBE 1.5%
1 Rangeline Tapping Svcs is a 2nd Tier Subcontractor SBE for TCLM Enterprises, Inc. Rangeline’s Schedule 2 reported that they would provide a portion of the services intended by TCLM. Although they are not contracted directly with Hardrives, their SBE participation is combined with TCLM and counts toward Hardrives’ API. 2 A Schedule 2 is required for all subcontractors Ryan Incorporated Southern did not include a Schedule 2 for the following subcontractors: RBD, NTCS, Acme Barricades, Caulfield & Wheeler, Daniels and Southeast Guardrail. The API set for this project is 20% min. mandatory; Ryan Incorporated Southern did not meet the API and is deemed non-responsive. 3 The percentage indicated on the Schedule 1 did not meet the price indicated on the Schedule 2 for the subcontractor Wm. Adeimy, Jr.
DANIELS FENCE CORP NON-SBE 1.5%
SOUTHEAST HIGHWAY GUARDRAIL NON-SBE 3.5%
SOLOMON TRUCKING4 NON-SBE 4%
AGRICULTURAL LAND SVCS. 5 S/WBE 11/3/2020 .86%
_______________________________________________________________________
Bidder #7: Community Asphalt
7795 Hooper Road
West Palm Beach, FL 33411
Phone: (786) 418-3489
Total Bid Amount: $18,601,956.57
Amount Less Contingency: $18,407.688.88
SBE Prime: NO
Total API Achieved: 20.89%
TEAM EBO STATUS EXP. DATE PERCENTAGE
NATIONAL TRAFFIC CONTROL SYS. NON-SBE 2.2%
MATADOR CONSTRUCTION SBE 1/15/2023 15%
PRP CONSTRUCTION NON-SBE 22%
WM. D. ADEIMY, JR. SBE 3/21/2023 5.18%
SOUTHEAST HIGHWAY GUARDRAIL NON-SBE 2.32%
ARAZOZA BROTHERS CORP. NON-SBE .12%
FINE-LINE STRIPING, INC. SBE 5/29/2021 .27%
TREECYCLE LAND CLEARING6 SBE 1/28/2021 .44%
_______________________________________________________________________
Bidder #8: J.W. Cheatham, LLC
7396 Westport Place
West Palm Beach, FL 33413
Phone: (561) 471-4100
Total Bid Amount: $18,977,313.22
Amount Less Contingency: $18,788,225.42
SBE Prime: NO
Total API Achieved: 20.19%
TEAM EBO STATUS EXP. DATE PERCENTAGE
PATHWAY ENTERPRISES, INC. SBE 6/30/2022 5.46%
BELVEDERE CONTRACTING, INC. SBE 3/30/2023 6.25%
T C L M ENTERPRISE INC. SBE 12/27/2021 8.48%
4 Solomon Trucking is not a PBC OEBO certified S/MBE. 5 The subcontractor Agricultural Land Services was not included on the Schedule 1 for Ryan Incorporated Southern; a Schedule 2 was provided. 6 The subcontract Treecycle Land Clearing Inc was not included on the Schedule 1 for Community Asphalt Corp.; a Schedule 2 was provided.
_______________________________________________________________________
Bidder #9: Russell Engineering, Inc.
2530 SW 36th Street
Ft. Lauderdale, FL 33312
Phone: (954) 321-9336
Total Bid Amount: $20,595,569.91
Amount Less Contingency: $20,389,631.91
SBE Prime: NO
Total API Achieved: 20.18%
TEAM EBO STATUS EXP. DATE PERCENTAGE
TREECYCLE LAND CLEARING SBE 1/28/2021 .59%
AGRICULTURAL LAND SVC. S/WBE 11/3/2022 .77%
TCLM ENTERPRISE SBE 12/27/2021 7.82%
MATADOR CONSTRUCTION S/MBE 1/15/2023 11%
EVALUATION:
Bidder #1, Lanzo Construction Co., Florida is the lowest responsive
bidder to the API of 20% minimum mandatory SBE participation.
Page 1 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price Amount Unit Price Amount
ROADWAY ITEMSMOBILIZATION 1 LS 1,505,780.92$ 1,000,000.00$ 1,610,000.00$ 1,610,000.00$ 1,425,000.00$ 1,425,000.00$ 1,712,000.00$ 1,712,000.00$
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN M.O.T.) PHASE A 1 LS 533,739.69$ 863,333.33$ 300,372.46$ 300,372.46$ 600,000.00$ 600,000.00$ 400,000.00$ 400,000.00$
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN M.O.T.) PHASE B 1 LS 54,913.07$ 308,333.33$ 3,000.00$ 3,000.00$ 124,000.00$ 124,000.00$ 27,500.00$ 27,500.00$
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN M.O.T.) PHASE D 1 LS 39,965.91$ 678,333.33$ 30,000.00$ 30,000.00$ 25,400.00$ 25,400.00$ 92,500.00$ 92,500.00$
CLEARING AND GRUBBING PHASE A 1 LS 659,087.94$ 183,085.36$ 300,000.00$ 300,000.00$ 1,054,000.00$ 1,054,000.00$ 479,000.00$ 479,000.00$
CLEARING AND GRUBBING PHASE B 1 LS 138,212.45$ 4,791.55$ 160,000.00$ 160,000.00$ 129,000.00$ 129,000.00$ 15,865.55$ 15,865.55$
CLEARING AND GRUBBING PHASE D 1 LS 92,663.80$ 64,937.54$ 185,000.00$ 185,000.00$ 41,700.00$ 41,700.00$ 7,500.00$ 7,500.00$
FLOATING TURBIDITY BARRIER 291 LF 13.35$ 8.85$ 10.00$ 2,910.00$ 7.00$ 2,037.00$ 10.10$ 2,939.10$
REGULAR EXCAVATION 9,209 CY 6.50$ 11.28$ 10.00$ 92,090.00$ 3.00$ 27,627.00$ 2.10$ 19,338.90$
SUBSOIL EXCAVATION 1,190 CY 9.56$ 25.64$ 8.00$ 9,520.00$ 8.00$ 9,520.00$ 3.00$ 3,570.00$
POND EXCAVATION 133,988 CY 3.51$ 3.41$ 2.50$ 334,970.00$ 1.25$ 167,485.00$ 3.20$ 428,761.60$
LATERAL DITCH EXCAVATION 1,340 CY 13.33$ 17.40$ 12.00$ 16,080.00$ 3.00$ 4,020.00$ 32.00$ 42,880.00$
EMBANKMENT (COMPACTED IN PLACE) 37,867 CY 4.76$ 18.79$ 5.00$ 189,335.00$ 3.00$ 113,601.00$ 3.25$ 123,067.75$
TYPE B STABILIZATION (LBR 40) (12") 138,493 SY 3.74$ 7.23$ 5.00$ 692,465.00$ 3.50$ 484,725.50$ 3.90$ 540,122.70$
OPTIONAL BASE GROUP 1 8,506 SY 11.77$ 27.40$ 9.00$ 76,554.00$ 8.75$ 74,427.50$ 6.40$ 54,438.40$
OPTIONAL BASE GROUP 7 117,595 SY 11.36$ 14.26$ 12.00$ 1,411,140.00$ 12.00$ 1,411,140.00$ 10.75$ 1,264,146.25$
OPTIONAL BASE GROUP 13 7,601 SY 21.00$ 29.00$ 28.00$ 212,828.00$ 23.50$ 178,623.50$ 20.00$ 152,020.00$
MILL EXISTING ASPHALT PAVEMENT (1" AVG. THICK) 13,463 SY 2.26$ 3.97$ 2.00$ 26,926.00$ 1.95$ 26,252.85$ 1.50$ 20,194.50$
MISCELLANEOUS ASPHALT PAVEMENT 47 TN 322.85$ 239.68$ 411.00$ 19,317.00$ 242.00$ 11,374.00$ 350.00$ 16,450.00$
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL A) 564 TN 134.10$ 138.81$ 109.00$ 61,476.00$ 170.15$ 95,964.60$ 97.00$ 54,708.00$
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL C) 9,492 TN 101.49$ 160.60$ 93.00$ 882,756.00$ 104.65$ 993,337.80$ 84.00$ 797,328.00$
STRUCTURAL OVERBUILD (TYPE SP) 186 TN 138.65$ 110.00$ 123.00$ 22,878.00$ 131.30$ 24,421.80$ 112.00$ 20,832.00$
ASPHALTIC CONCRETE FRICTION COURSE(1.0") (FC-9.5) 7,151 TN 143.68$ 180.32$ 144.00$ 1,029,744.00$ 143.25$ 1,024,380.75$ 130.00$ 929,630.00$
CLASS I CONCRETE (GRAVITY WALL) 532 CY 526.04$ 546.16$ 436.00$ 231,952.00$ 500.00$ 266,000.00$ 535.00$ 284,620.00$
CLASS IV CONCRETE 555 CY 1,414.57$ 1,210.48$ 1,500.00$ 832,500.00$ 1,720.00$ 954,600.00$ 975.00$ 541,125.00$
REINFORCING STEEL (GRADE 60) 147,151 LB 1.01$ 1.16$ 0.05$ 7,357.55$ 1.20$ 176,581.20$ 1.10$ 161,866.10$
INLETS (CURB) (TYPE P-1) 2 EA 8,050.30$ 8,300.00$ 7,553.00$ 15,106.00$ 7,580.00$ 15,160.00$ 10,600.00$ 21,200.00$
INLETS (CURB) (TYPE P-5) 31 EA 5,206.14$ 8,324.53$ 3,500.00$ 108,500.00$ 5,330.00$ 165,230.00$ 5,450.00$ 168,950.00$
INLETS (CURB) (TYPE P-6) 30 EA 5,814.55$ 12,910.01$ 4,000.00$ 120,000.00$ 5,420.00$ 162,600.00$ 5,800.00$ 174,000.00$
INLETS (CURB) (TYPE P-6) WITH BAFFLE 1 EA 7,138.63$ 12,500.00$ 5,102.00$ 5,102.00$ 5,705.00$ 5,705.00$ 8,825.00$ 8,825.00$
INLETS (CURB) (TYPE J-2)>10' 1 EA 10,916.35$ 8,177.59$ 9,828.00$ 9,828.00$ 10,535.00$ 10,535.00$ 10,050.00$ 10,050.00$
INLETS (CURB) (TYPE J-5) 4 EA 7,522.77$ 9,600.00$ 5,894.00$ 23,576.00$ 8,360.00$ 33,440.00$ 10,500.00$ 42,000.00$
INLETS (CURB) (TYPE J-5)>10' 4 EA 10,955.98$ 12,691.00$ 8,777.00$ 35,108.00$ 11,100.00$ 44,400.00$ 11,500.00$ 46,000.00$
INLETS (CURB) (TYPE J-6) 8 EA 7,613.24$ 9,250.00$ 6,380.00$ 51,040.00$ 7,790.00$ 62,320.00$ 7,200.00$ 57,600.00$
INLETS (CURB) (TYPE P-6)>10' 3 EA 10,567.51$ 11,000.00$ 18,649.00$ 55,947.00$ 7,810.00$ 23,430.00$ 8,700.00$ 26,100.00$
Item #
17
18
19
20
31
32
33
34
35
26
27
28
29
30
1
2
3
4
5
11
LANZO CONSTRUCTION CO., FLORIDA MJC LAND DEVELOPMENT, LLC. RANGER CONSTRUCTION
INDUSTRIES, INC.
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
Average of Bid Items for All Bidders Engineer's Estimate
12
13
14
15
6
7
8
9
10
21
22
23
24
25
16
Page 2 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price Amount Unit Price AmountItem #
LANZO CONSTRUCTION CO., FLORIDA MJC LAND DEVELOPMENT, LLC. RANGER CONSTRUCTION
INDUSTRIES, INC.
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
Average of Bid Items for All Bidders Engineer's Estimate
INLETS (DITCH BOTTOM) (TYPE H) >10' 2 EA 8,001.95$ 14,384.73$ 7,378.00$ 14,756.00$ 8,525.00$ 17,050.00$ 8,700.00$ 17,400.00$
INLETS (DITCH BOTTOM) (TYPE C) 16 EA 3,011.61$ 3,600.00$ 3,379.00$ 54,064.00$ 3,215.00$ 51,440.00$ 3,100.00$ 49,600.00$
INLETS (DITCH BOTTOM) (TYPE E) 4 EA 4,594.31$ 4,800.00$ 3,934.00$ 15,736.00$ 4,205.00$ 16,820.00$ 7,250.00$ 29,000.00$
MANHOLE (TYPE P- 7) 4 EA 4,586.36$ 5,200.00$ 3,797.00$ 15,188.00$ 4,265.00$ 17,060.00$ 5,550.00$ 22,200.00$
MANHOLE (TYPE P-7) >10' 8 EA 5,853.60$ 5,600.00$ 5,054.00$ 40,432.00$ 5,215.00$ 41,720.00$ 7,200.00$ 57,600.00$
MANHOLE (TYPE 7) PARTIAL 2 EA 2,900.42$ 3,884.41$ 2,732.00$ 5,464.00$ 2,690.00$ 5,380.00$ 1,650.00$ 3,300.00$
MANHOLE (TYPE J-7) 3 EA 5,933.80$ 7,700.00$ 5,171.00$ 15,513.00$ 5,890.00$ 17,670.00$ 6,000.00$ 18,000.00$
MANHOLE (TYPE J-7) WITH BAFFLE 2 EA 12,044.15$ 10,500.00$ 12,317.00$ 24,634.00$ 21,345.00$ 42,690.00$ 8,700.00$ 17,400.00$
MANHOLE (TYPE J-7) >10' 2 EA 8,400.20$ 6,500.00$ 8,475.00$ 16,950.00$ 7,175.00$ 14,350.00$ 6,100.00$ 12,200.00$
INLETS (CURB) (TYPE P-9) 4 EA 4,172.69$ 4,750.00$ 4,091.00$ 16,364.00$ 4,830.00$ 19,320.00$ 3,500.00$ 14,000.00$
YARD DRAIN 7 EA 2,058.95$ 2,205.67$ 2,627.00$ 18,389.00$ 2,905.00$ 20,335.00$ 850.00$ 5,950.00$
PVC PIPES (15") 447 LF 48.34$ 45.00$ 30.00$ 13,410.00$ 42.85$ 19,153.95$ 72.00$ 32,184.00$
HDPE PIPE CULVERT (15") 30 LF 48.14$ 1,800.00$ 38.00$ 1,140.00$ 56.25$ 1,687.50$ 78.00$ 2,340.00$
HDPE FLARED END SECTION (15") 2 EA 950.35$ 1,800.00$ 1,228.00$ 2,456.00$ 1,925.00$ 3,850.00$ 610.00$ 1,220.00$
PIPE CULVERT (18") (STORM) 5,433 LF 68.82$ 275.00$ 55.00$ 298,815.00$ 66.25$ 359,936.25$ 82.00$ 445,506.00$
PIPE CULVERT (24") (STORM) 3,352 LF 77.25$ 92.61$ 58.00$ 194,416.00$ 64.65$ 216,706.80$ 100.00$ 335,200.00$
PIPE CULVERT (30") (STORM) 3,594 LF 98.50$ 123.55$ 68.00$ 244,392.00$ 83.85$ 301,356.90$ 139.00$ 499,566.00$
PIPE CULVERT (36") (STORM) 1,077 LF 113.54$ 139.58$ 77.00$ 82,929.00$ 90.75$ 97,737.75$ 156.00$ 168,012.00$
PIPE CULVERT (42") (STORM) 1,692 LF 141.39$ 149.57$ 85.00$ 143,820.00$ 112.25$ 189,927.00$ 178.00$ 301,176.00$
PIPE CULVERT (48") (STORM) 509 LF 180.74$ 139.58$ 101.00$ 51,409.00$ 129.65$ 65,991.85$ 235.00$ 119,615.00$
PIPE CULVERT (54") (STORM) 333 LF 283.34$ 265.00$ 229.00$ 76,257.00$ 251.00$ 83,583.00$ 325.00$ 108,225.00$
PIPE CULVERT (60") (STORM) 544 LF 286.49$ 330.46$ 219.00$ 119,136.00$ 190.00$ 103,360.00$ 390.00$ 212,160.00$
CONCRETE PIPE CULVERT ELLIPTICAL (92"X143") 467 LF 3,160.64$ 1,250.00$ 1,527.00$ 713,109.00$ 3,000.00$ 1,401,000.00$ 3,350.00$ 1,564,450.00$
CONCRETE PIPE CULVERT ELLIPTICAL (12"X18") 1,346 LF 78.15$ 89.27$ 81.00$ 109,026.00$ 62.65$ 84,326.90$ 55.00$ 74,030.00$
MITERED END SECTION (ELLIPTICAL) (12"X18") 23 EA 1,226.80$ 1,516.32$ 1,444.00$ 33,212.00$ 1,835.00$ 42,205.00$ 1,340.00$ 30,820.00$
MITERED END SECTION (CIRCULAR) (15") 1 EA 1,578.51$ 1,250.00$ 1,359.00$ 1,359.00$ 3,110.00$ 3,110.00$ 1,675.00$ 1,675.00$
MITERED END SECTION (CIRCULAR) (24") 2 EA 1,993.85$ 1,350.00$ 1,554.00$ 3,108.00$ 3,585.00$ 7,170.00$ 2,775.00$ 5,550.00$
MITERED END SECTION (CIRCULAR) (36") 2 EA 3,815.98$ 2,100.00$ 3,121.00$ 6,242.00$ 5,205.00$ 10,410.00$ 5,800.00$ 11,600.00$
MITERED END SECTION (CIRCULAR) (42") 1 EA 4,928.00$ 2,250.00$ 4,226.00$ 4,226.00$ 6,620.00$ 6,620.00$ 7,250.00$ 7,250.00$
MITERED END SECTION (CIRCULAR) (48") 1 EA 5,825.97$ 2,500.00$ 4,731.00$ 4,731.00$ 8,245.00$ 8,245.00$ 8,350.00$ 8,350.00$
CORRUGATED ALUMINUM PIPE CULVERT (18") 40 LF 111.83$ 75.00$ 106.00$ 4,240.00$ 135.00$ 5,400.00$ 55.00$ 2,200.00$
CORRUGATED ALUMINUM PIPE CULVERT (60") 30 LF 492.27$ 350.00$ 278.00$ 8,340.00$ 335.00$ 10,050.00$ 275.00$ 8,250.00$
STORM SEWER PUMPING (EXIST) (24" OR LESS) (SEE SP'S) 1,099 LF 6.22$ 15.00$ 5.00$ 5,495.00$ 6.50$ 7,143.50$ 4.25$ 4,670.75$
STORM SEWER PUMPING (> 24" TO 48") (SEE SP'S) 1,464 LF 9.71$ 30.00$ 9.00$ 13,176.00$ 8.50$ 12,444.00$ 9.50$ 13,908.00$
CONCRETE CURB & GUTTER TYPE F 37,025 LF 18.19$ 27.75$ 18.00$ 666,450.00$ 10.35$ 383,208.75$ 18.00$ 666,450.00$
ENGRAVING CURB FACE 5 EA 391.55$ 375.00$ 300.00$ 1,500.00$ 320.00$ 1,600.00$ 310.00$ 1,550.00$ 71
66
67
68
69
70
61
62
63
64
65
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
Page 3 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price Amount Unit Price AmountItem #
LANZO CONSTRUCTION CO., FLORIDA MJC LAND DEVELOPMENT, LLC. RANGER CONSTRUCTION
INDUSTRIES, INC.
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
Average of Bid Items for All Bidders Engineer's Estimate
CONCRETE SIDEWALK (4" THICK) 8,521 SY 41.10$ 72.90$ 36.00$ 306,756.00$ 41.40$ 352,769.40$ 35.00$ 298,235.00$
CONCRETE SIDEWALK (6" THICK) (DRIVEWAY) 411 SY 47.76$ 44.28$ 39.00$ 16,029.00$ 44.50$ 18,289.50$ 46.00$ 18,906.00$
COLOR TREATED & STAMPED CONCRETE (SEE SP's) 272 SY 82.41$ 86.52$ 77.00$ 20,944.00$ 76.50$ 20,808.00$ 85.00$ 23,120.00$
PIPE GUIDERAIL (STEEL) 4,424 LF 55.20$ 92.00$ 63.00$ 278,712.00$ 64.75$ 286,454.00$ 62.00$ 274,288.00$
RIP-RAP (SAND CEMENT) 339 CY 456.16$ 564.00$ 340.00$ 115,260.00$ 532.00$ 180,348.00$ 120.00$ 40,680.00$
RIP-RAP (ARTICULATING BLOCK) 1,155 SY 139.26$ 81.10$ 132.00$ 152,460.00$ 136.50$ 157,657.50$ 95.00$ 109,725.00$
RIP-RAP (RUBBLE) 865 TN 115.22$ 80.00$ 105.00$ 90,825.00$ 106.00$ 91,690.00$ 105.00$ 90,825.00$
BEDDING STONE 1,292 TN 80.77$ 122.00$ 74.00$ 95,608.00$ 74.30$ 95,995.60$ 22.00$ 28,424.00$
GUARDRAIL (ROADWAY) 3,779 LF 28.42$ 24.74$ 19.00$ 71,801.00$ 31.85$ 120,361.15$ 34.00$ 128,486.00$
GUARDRAIL (SHOP BENT PANELS) 50 LF 24.37$ 24.74$ 36.00$ 1,800.00$ 38.25$ 1,912.50$ 19.00$ 950.00$
SPECIAL GUARDRAIL POST (STEEL) 18 EA 243.99$ 220.02$ 425.00$ 7,650.00$ 265.25$ 4,774.50$ 250.00$ 4,500.00$
SPECIAL GUARDRAIL POST (ENCASED) 24 EA 182.75$ 114.23$ 150.00$ 3,600.00$ 106.25$ 2,550.00$ 245.00$ 5,880.00$
END ANCHORAGE ASSEMBLIES (PARALLEL) 9 EA 2,667.19$ 3,148.00$ 2,586.00$ 23,274.00$ 2,975.00$ 26,775.00$ 3,300.00$ 29,700.00$
END ANCHORAGE ASSEMBLIES (TYPE II) 13 EA 1,352.45$ 1,185.88$ 1,020.00$ 13,260.00$ 2,975.00$ 38,675.00$ 1,315.00$ 17,095.00$
END ANCHORAGE ASSEMBLIES (TYPE CRT) 3 EA 2,900.22$ 2,801.40$ 1,510.00$ 4,530.00$ 2,760.00$ 8,280.00$ 3,500.00$ 10,500.00$
TYPE B FENCE (6' HIGH) (W/TOP RAIL) GREEN VINYL CLAD 5,117 LF 21.62$ 27.04$ 23.00$ 117,691.00$ 21.25$ 108,736.25$ 23.00$ 117,691.00$
3-RAIL FENCE 1,555 LF 20.41$ 15.00$ 21.00$ 32,655.00$ 15.45$ 24,024.75$ 29.00$ 45,095.00$
FENCE GATE (TYPE B) (15' SWING GATE) 2 EA 1,749.14$ 3,254.07$ 1,343.00$ 2,686.00$ 1,425.00$ 2,850.00$ 1,575.00$ 3,150.00$
SLIDING FENCE GATE (CANTILEVER) (TYPE B) (15') GREEN VINYL CLAD 3 EA 2,752.06$ 5,000.00$ 2,023.00$ 6,069.00$ 2,150.00$ 6,450.00$ 3,000.00$ 9,000.00$
DIRECTIONAL BORE 321 LF 24.63$ 24.14$ 12.00$ 3,852.00$ 35.00$ 11,235.00$ 35.00$ 11,235.00$
SOD 82,064 SY 2.78$ 5.17$ 3.00$ 246,192.00$ 2.07$ 169,872.48$ 3.00$ 246,192.00$
6" PVC CONDUIT IRRIGATION SLEEVE (SCH 80) (SEE SP'S) 3,573 LF 24.95$ 36.91$ 21.00$ 75,033.00$ 32.25$ 115,229.25$ 26.00$ 92,898.00$
3-2" PVC CONDUITS (SCH 40) TRAFFIC (SAME TRENCH) 12,809 LF 6.97$ 9.30$ 7.00$ 89,663.00$ 9.05$ 115,921.45$ 9.25$ 118,483.25$
TRAFFIC PULL BOX (SMALL) (17"x30"x24"D) 21 EA 943.17$ 633.75$ 950.00$ 19,950.00$ 970.00$ 20,370.00$ 1,030.00$ 21,630.00$
TRAFFIC PULL BOX (LARGE) (30"x48"x24"D) 9 EA 1,699.08$ 1,460.00$ 1,600.00$ 14,400.00$ 1,700.00$ 15,300.00$ 1,800.00$ 16,200.00$
SUBTOTAL (ROADWAY)
SIGNALIZATION PAY ITEMS97 630-2-11-2 2" PVC (SCH 40) UNDERGROUND CONDUIT 1,308 LF 6.50$ 8.25$ 7.00$ 9,156.00$ 6.50$ 8,502.00$ 6.50$ 8,502.00$
98 630-2-11-2A ADDITIONAL 2" PVC (SCH 40) CONDUIT, IN OPEN TRENCH 250 LF 3.50$ 2.15$ 3.00$ 750.00$ 2.75$ 687.50$ 2.75$ 687.50$
99 630-2-12-2-2 2-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 236 LF 19.17$ 17.45$ 16.00$ 3,776.00$ 22.30$ 5,262.80$ 24.00$ 5,664.00$
100 630-2-12-2-3 3-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 125 LF 26.98$ 21.25$ 20.00$ 2,500.00$ 35.00$ 4,375.00$ 36.00$ 4,500.00$
101 630-2-12-2-4 4-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 80 LF 36.95$ 25.00$ 23.00$ 1,840.00$ 53.05$ 4,244.00$ 55.00$ 4,400.00$
102 630-2-12-2-5 5-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 320 LF 31.45$ 28.80$ 28.00$ 8,960.00$ 35.00$ 11,200.00$ 35.00$ 11,200.00$
103 630-2-14-2 2" RIGID CONDUIT HOT DIPPED GALVANIZED CONDUIT SURFACE MOUNTED 20 LF 22.70$ 12.10$ 16.00$ 320.00$ 30.80$ 616.00$ 32.00$ 640.00$
104 632-7-1-19G SIGNAL CABLE (SPAN LENGTH 751' - Greater) 1 PI 5,009.22$ 7,300.00$ 4,250.00$ 4,250.00$ 5,730.00$ 5,730.00$ 6,100.00$ 6,100.00$
105 632-7-1-4 SIGNAL CABLE - 4 CONDUCTORS (OUTSIDE OF INTERSECTION) 360 LF 3.04$ 2.40$ 4.00$ 1,440.00$ 2.55$ 918.00$ 2.60$ 936.00$
94
95
89
90
91
92
93
85
86
87
88
76
77
78
79
80
81
82
83
84
72
73
74
75
14,015,962.01$ 15,655,427.98$ 15,382,624.85$
96
Page 4 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price Amount Unit Price AmountItem #
LANZO CONSTRUCTION CO., FLORIDA MJC LAND DEVELOPMENT, LLC. RANGER CONSTRUCTION
INDUSTRIES, INC.
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
Average of Bid Items for All Bidders Engineer's Estimate
106 632-7-1-4A PEDESTRIAN SIGNAL CABLE - 4 CONDUCTOR 1 PI 2,117.66$ 1,242.00$ 2,000.00$ 2,000.00$ 1,255.00$ 1,255.00$ 1,300.00$ 1,300.00$
107 632-7-1-7A PEDESTRIAN SIGNAL CABLE - 7 CONDUCTOR 1 PI 2,325.45$ 2,516.00$ 2,000.00$ 2,000.00$ 1,585.00$ 1,585.00$ 1,650.00$ 1,650.00$
108 635-2-12-A PULL BOX (17" x 30" x 12"D) HEAVY DUTY COVERS (TIER 15) 26 EA 825.86$ 796.00$ 750.00$ 19,500.00$ 925.00$ 24,050.00$ 950.00$ 24,700.00$
109 639-1-121 ELECTRICAL POWER SERVICE WITH METER BASE (UNDERGROUND) METER FURNISHED BY POWER COMPANY 1 AS 2,279.84$ 944.00$ 2,435.00$ 2,435.00$ 2,295.00$ 2,295.00$ 2,400.00$ 2,400.00$
110 639-2-1-3 ELECTRICAL SERVICE WIRE (SIGLE PHASE 3-WIRE, TRIPLEX) 240 LF 4.62$ 2.56$ 5.00$ 1,200.00$ 4.05$ 972.00$ 4.00$ 960.00$
111 639-3-11 ELECTRICAL SERVICE DISCONNECT (BREAKER BOX, SHEET T 6.2 OF PBC STANDARDS) 1 EA 1,177.49$ 398.00$ 880.00$ 880.00$ 1,400.00$ 1,400.00$ 1,450.00$ 1,450.00$
112 641-2-12-12 PRESTRESSED CONCRETE POLE (12' TYPE P-II ) 1 EA 1,049.75$ 827.00$ 900.00$ 900.00$ 1,030.00$ 1,030.00$ 1,100.00$ 1,100.00$
113 641-2-80CONCRETE POLE REMOVAL - DEEP (INCLUDES POLE AND COMPLETE REMOVAL OF THE POLE FOUNDATIOND DEPTH OF UP TO 25 FEET) INCLUDES DISPOSAL OF POLE WHEN INSTRUCTED BY ENGINEER
2 EA 3,635.44$ 5,265.00$ 3,500.00$ 7,000.00$ 4,160.00$ 8,320.00$ 4,450.00$ 8,900.00$
114 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL WITH TRANSFORMER BASE (8 FEET ABOVE GROUND) 6 EA 1,174.03$ 706.00$ 990.00$ 5,940.00$ 1,235.00$ 7,410.00$ 1,300.00$ 7,800.00$
115 649-21-3G STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL (WS-170), SINGLE 40' GALVANIZED WITHOUT STREET LIGHT 1 EA 35,395.89$ 40,750.00$ 27,700.00$ 27,700.00$ 36,805.00$ 36,805.00$ 39,050.00$ 39,050.00$
116 649-21-10G STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL (WS-170) , SINGLE 60' GALVANIZED WITH STREET LIGHT 2 EA 46,451.10$ 54,208.03$ 36,100.00$ 72,200.00$ 51,035.00$ 102,070.00$ 52,000.00$ 104,000.00$
117 649-21-15G STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL (WS-170), SINGLE 70' GALVANIZED WITH STREET LIGHT 1 EA 49,993.22$ 59,134.82$ 39,050.00$ 39,050.00$ 53,965.00$ 53,965.00$ 58,000.00$ 58,000.00$
118 650-1-13 TRAFFIC SIGNAL HEAD ALUMINUM (3-SECTION, 1-WAY) INCLUDES BACKPLATES 9 AS 983.63$ 854.00$ 805.00$ 7,245.00$ 1,115.00$ 10,035.00$ 1,150.00$ 10,350.00$
119 650-1-15 TRAFFIC SIGNAL HEAD ALUMINUM (5-SECTION, 1-WAY) INCLUDES BACKPLATES 2 AS 1,599.72$ 1,460.00$ 1,500.00$ 3,000.00$ 1,660.00$ 3,320.00$ 1,650.00$ 3,300.00$
120 650-1-60 TRAFFIC SIGNAL HEAD ASSEMBLY, REMOVAL 3 EA 50.37$ 87.00$ 25.00$ 75.00$ 39.50$ 118.50$ 40.00$ 120.00$
121 653-191 PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM 6 EA 858.87$ 604.00$ 1,170.00$ 7,020.00$ 658.00$ 3,948.00$ 700.00$ 4,200.00$
122 660-4-10-B3 VIDEO IMAGE DETECTION 3 - CAMERA SYSTEM (ITERIS) COMPLETE. 1 EA 24,203.56$ 29,912.00$ 22,075.00$ 22,075.00$ 24,875.00$ 24,875.00$ 26,700.00$ 26,700.00$
123 665-1-11 PEDESTRIAN DETECTOR (PUSH BUTTON) 6 EA 172.36$ 125.00$ 175.00$ 1,050.00$ 150.00$ 900.00$ 155.00$ 930.00$
124 670-5-11-A TRAFFIC CONTROLLER ASSEMBLY (TYPE 5) AS PER NAZTEC 1 AS 32,735.69$ 24,010.00$ 28,500.00$ 28,500.00$ 36,400.00$ 36,400.00$ 37,500.00$ 37,500.00$
125 670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 5 AS 583.00$ 1,397.00$ 450.00$ 2,250.00$ 630.00$ 3,150.00$ 650.00$ 3,250.00$
126 690-80 REMOVE SPAN WIRE ASSEMBLY 1 PI 1,063.37$ 1,222.00$ 450.00$ 450.00$ 1,415.00$ 1,415.00$ 1,500.00$ 1,500.00$
127 700-5-21 INTERNALLY ILLUMINATED SIGN (6') FLUORESCENT 2 EA 2,598.78$ 1,571.00$ 1,950.00$ 3,900.00$ 2,960.00$ 5,920.00$ 3,100.00$ 6,200.00$
128 700-5-22 INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT 1 EA 2,603.91$ 1,736.00$ 1,950.00$ 1,950.00$ 2,960.00$ 2,960.00$ 3,100.00$ 3,100.00$
129 700-1-11 SINGLE POST SIGN (F&I) GROUND (LESS OR EQUAL TO 12 SF) 2 EA 903.22$ 123.00$ 1,550.00$ 3,100.00$ 715.00$ 1,430.00$ 750.00$ 1,500.00$
130 700-3-201 SIGN PANEL (F&I) (OVERHEAD) LESS OR EQUAL TO 12SF) 3 EA 469.53$ 130.00$ 275.00$ 825.00$ 660.00$ 1,980.00$ 700.00$ 2,100.00$
131 700-3-601 SIGN PANEL (REMOVE) (LESS OR EQUAL TO 12SF) 3 EA 37.61$ 55.00$ 25.00$ 75.00$ 40.00$ 120.00$ 40.00$ 120.00$
132 700-12-22 GROUND MOUNT SOLAR-POWERED SIGN BEACON (TWO BEACONS)-INCLUDING SCHOOL ZONE FLASHERS 1 EA 7,615.33$ 10,260.00$ 5,410.00$ 5,410.00$ 10,200.00$ 10,200.00$ 10,500.00$ 10,500.00$
SUBTOTAL (SIGNALIZATION)
PBC WATER UTILITY (PBWUD) ITEMS16" DIP Push-on Joint Water Main 1,523 LF 91.76$ 75.00$ 99.00$ 150,777.00$ 112.25$ 170,956.75$ 85.00$ 129,455.00$
4" PVC Push-On Joint Water Main 8 LF 64.04$ 35.00$ 28.00$ 224.00$ 103.50$ 828.00$ 110.00$ 880.00$
8" DIP Push-on Joint Water Main 20 LF 76.09$ 54.00$ 71.00$ 1,420.00$ 120.50$ 2,410.00$ 110.00$ 2,200.00$
8" PVC Push-On Joint Force Main 140 LF 63.90$ 24.00$ 41.00$ 5,740.00$ 154.95$ 21,693.00$ 90.00$ 12,600.00$
12" PVC Push-On Joint Water Main 385 LF 45.76$ 48.00$ 44.00$ 16,940.00$ 69.45$ 26,738.25$ 40.00$ 15,400.00$ 137
134
135
133
136
405,309.50$ 300,722.00$ 389,463.80$
Page 5 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price Amount Unit Price AmountItem #
LANZO CONSTRUCTION CO., FLORIDA MJC LAND DEVELOPMENT, LLC. RANGER CONSTRUCTION
INDUSTRIES, INC.
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
Average of Bid Items for All Bidders Engineer's Estimate
12" DIP Push-On Joint Water Main 50 LF 72.75$ 54.00$ 97.00$ 4,850.00$ 113.45$ 5,672.50$ 55.00$ 2,750.00$
6" PVC Push-On Joint Force Main 145 LF 34.98$ 38.00$ 38.00$ 5,510.00$ 57.65$ 8,359.25$ 40.00$ 5,800.00$
8" PVC Push-On Joint Water Main 2,150 LF 38.65$ 24.00$ 55.00$ 118,250.00$ 37.25$ 80,087.50$ 49.00$ 105,350.00$
8" DIP Push-on Joint Force Main 235 LF 68.89$ 54.00$ 80.00$ 18,800.00$ 92.45$ 21,725.75$ 65.00$ 15,275.00$
6" PVC Push-On Joint Water Main 73 LF 37.66$ 38.00$ 46.00$ 3,358.00$ 58.45$ 4,266.85$ 47.00$ 3,431.00$
Grouting/Deactivation of Existing 4" Pipe 45 LF 13.15$ 12.00$ 7.00$ 315.00$ 48.50$ 2,182.50$ 5.50$ 247.50$
Grouting/Deactivation of Existing 8" Pipe 140 LF 10.32$ 16.00$ 8.00$ 1,120.00$ 19.00$ 2,660.00$ 6.50$ 910.00$
Grouting/Deactivation of Existing 12" Pipe 160 LF 13.53$ 18.00$ 13.00$ 2,080.00$ 17.50$ 2,800.00$ 9.00$ 1,440.00$
Grouting/Deactivation of Existing 16" Pipe 1,440 LF 15.62$ 24.00$ 7.00$ 10,080.00$ 18.30$ 26,352.00$ 13.00$ 18,720.00$
Ductile Iron Fittings for Water Main 6.18 TN 7,031.94$ 8,000.00$ 6,600.00$ 40,788.00$ 7,950.00$ 49,131.00$ 9,250.00$ 57,165.00$
Ductile Iron Fittings for Force Main 0.59 TN 12,363.21$ 11,000.00$ 17,000.00$ 10,030.00$ 18,735.00$ 11,053.65$ 11,000.00$ 6,490.00$
12" DIP/PVC X HDPE Adapter 4 EA 1,023.37$ 1,000.00$ 1,216.00$ 4,864.00$ 1,135.00$ 4,540.00$ 1,400.00$ 5,600.00$
16" DIP/PVC X HDPE Adapter 4 EA 1,499.11$ 1,200.00$ 1,883.00$ 7,532.00$ 1,490.00$ 5,960.00$ 1,650.00$ 6,600.00$
6" Restraint Harness for PVC 9 EA 315.18$ 110.00$ 300.00$ 2,700.00$ 335.00$ 3,015.00$ 275.00$ 2,475.00$
8" Restraint Harness for PVC 42 EA 385.98$ 150.00$ 335.00$ 14,070.00$ 380.00$ 15,960.00$ 330.00$ 13,860.00$
12" Restraint Harness for PVC 10 EA 649.68$ 290.00$ 771.00$ 7,710.00$ 665.00$ 6,650.00$ 600.00$ 6,000.00$
16" Restraint Harness for DIP 19 EA 1,048.00$ 520.00$ 1,205.00$ 22,895.00$ 960.00$ 18,240.00$ 1,100.00$ 20,900.00$
4" Mechanical Joint Restraint for PVC 3 EA 294.14$ 300.00$ 685.00$ 2,055.00$ 200.00$ 600.00$ 275.00$ 825.00$
6" Mechanical Joint Restraint for PVC 17 EA 257.87$ 325.00$ 207.00$ 3,519.00$ 211.00$ 3,587.00$ 275.00$ 4,675.00$
8" Mechanical Joint Restraint for PVC 197 EA 292.34$ 350.00$ 330.00$ 65,010.00$ 222.00$ 43,734.00$ 325.00$ 64,025.00$
12" Mechanical Joint Restraint for PVC 21 EA 459.77$ 400.00$ 426.00$ 8,946.00$ 290.00$ 6,090.00$ 600.00$ 12,600.00$
16" Mechanical Joint Restraint for DIP 30 EA 698.30$ 725.00$ 495.00$ 14,850.00$ 250.00$ 7,500.00$ 1,100.00$ 33,000.00$
4" Gate Valve and Box 1 EA 1,398.90$ 820.00$ 970.00$ 970.00$ 1,230.00$ 1,230.00$ 1,650.00$ 1,650.00$
6" Gate Valve and Box 4 EA 1,467.33$ 1,400.00$ 1,169.00$ 4,676.00$ 1,330.00$ 5,320.00$ 1,500.00$ 6,000.00$
8" Gate Valve and Box 10 EA 1,942.03$ 1,700.00$ 1,638.00$ 16,380.00$ 1,685.00$ 16,850.00$ 1,950.00$ 19,500.00$
12" Gate Valve and Box 3 EA 3,091.47$ 2,600.00$ 2,816.00$ 8,448.00$ 2,785.00$ 8,355.00$ 3,000.00$ 9,000.00$
16" Butterfly Valves 2 EA 6,869.47$ 4,000.00$ 3,922.00$ 7,844.00$ 3,675.00$ 7,350.00$ 8,700.00$ 17,400.00$
16" X 8" Tapping Sleeve w/ Valve and Valve Box 18 EA 9,779.78$ 12,000.00$ 6,626.00$ 119,268.00$ 7,940.00$ 142,920.00$ 11,000.00$ 198,000.00$ Fire Hydrant Assembly with Captivator Caps, 6" Gate Valve & Anchor Tee Assembly & 10-ft of 6" RJ DIP 27 EA 6,336.11$ 6,000.00$ 5,384.00$ 145,368.00$ 5,730.00$ 154,710.00$ 8,000.00$ 216,000.00$
Relocate Fire Hydrant 5 EA 2,715.78$ 1,200.00$ 1,366.00$ 6,830.00$ 3,550.00$ 17,750.00$ 2,700.00$ 13,500.00$
Deflect WM Around Single Catch Basin w/ fittings (16") 18 EA 10,659.04$ 10,342.00$ 8,025.00$ 144,450.00$ 11,405.00$ 205,290.00$ 11,400.00$ 205,200.00$
Deflect WM Around Single Catch Basin w/fittings (12") 3 EA 6,494.05$ 5,816.00$ 5,384.00$ 16,152.00$ 7,090.00$ 21,270.00$ 9,750.00$ 29,250.00$
Deflect FM Around Single Catch Basin w/ fittings (8") 4 EA 6,809.41$ 3,938.00$ 4,791.00$ 19,164.00$ 8,985.00$ 35,940.00$ 7,250.00$ 29,000.00$
Support & Protect F.M. & Appurtenances ( 8" ) 1 EA 2,035.74$ 1,000.00$ 395.00$ 395.00$ 4,255.00$ 4,255.00$ 1,350.00$ 1,350.00$
2" Air Release Valve w/Manhole for Force Main 1 EA 9,961.80$ 10,500.00$ 8,946.00$ 8,946.00$ 9,535.00$ 9,535.00$ 11,000.00$ 11,000.00$
12" Double Line Stop 1 EA 17,132.07$ 15,000.00$ 12,100.00$ 12,100.00$ 16,250.00$ 16,250.00$ 22,000.00$ 22,000.00$
165
166
168
169
170
153
154
155
171
156
157
158
159
160
161
162
163
164
144
145
146
147
148
149
150
151
152
138
139
140
141
142
143
172
173
167
Page 6 of 19
Item Descrption Qty. Units Unit Price Unit Price Unit Price Amount Unit Price Amount Unit Price AmountItem #
LANZO CONSTRUCTION CO., FLORIDA MJC LAND DEVELOPMENT, LLC. RANGER CONSTRUCTION
INDUSTRIES, INC.
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
Average of Bid Items for All Bidders Engineer's Estimate
12" Single Line Stop 2 EA 12,705.96$ 7,000.00$ 8,200.00$ 16,400.00$ 8,605.00$ 17,210.00$ 13,000.00$ 26,000.00$
16" Double Line Stop 13 EA 23,157.72$ 16,000.00$ 19,000.00$ 247,000.00$ 19,050.00$ 247,650.00$ 28,500.00$ 370,500.00$
16" Single Line Stop 1 EA 14,557.03$ 8,500.00$ 15,400.00$ 15,400.00$ 11,825.00$ 11,825.00$ 17,500.00$ 17,500.00$
Sample Points on Fire Hydrants 27 EA 436.96$ 600.00$ 143.00$ 3,861.00$ 415.00$ 11,205.00$ 700.00$ 18,900.00$
Sample Points w/ Corp Stop 5 EA 1,056.38$ 1,000.00$ 583.00$ 2,915.00$ 805.00$ 4,025.00$ 1,650.00$ 8,250.00$
1.5" Polyethylene Meter Service 1 EA 5,766.62$ 1,500.00$ 3,366.00$ 3,366.00$ 4,345.00$ 4,345.00$ 2,900.00$ 2,900.00$
4" - 12" Diameter Connection to Existing Water Main (Joint Restraint for existing pipe to be included) 15 EA 4,128.47$ 3,400.00$ 2,500.00$ 37,500.00$ 2,810.00$ 42,150.00$ 6,100.00$ 91,500.00$
6" - 8" Diameter Connection to Existing Force Main (Joint Restraint for existing pipe to be included) 9 EA 3,648.49$ 2,801.00$ 2,400.00$ 21,600.00$ 4,560.00$ 41,040.00$ 5,000.00$ 45,000.00$
16" Diameter Connection to Existing Water Main (Joint Restraint for existing pipe to be included) 8 EA 7,742.89$ 5,500.00$ 8,263.00$ 66,104.00$ 7,800.00$ 62,400.00$ 7,150.00$ 57,200.00$
Removal of Existing 1.5" Water Main 1,452 LF 11.42$ 6.00$ 2.00$ 2,904.00$ 64.50$ 93,654.00$ 1.10$ 1,597.20$
Record Drawings 7,226 LF 1.44$ 2.00$ 2.00$ 14,452.00$ 1.35$ 9,755.10$ 2.10$ 15,174.60$
Construction Survey 7,226 LF 3.26$ 2.00$ 15.00$ 108,390.00$ 1.35$ 9,755.10$ 2.10$ 15,174.60$
Warning Detection Mat 1 EA 562.82$ 250.00$ 375.00$ 375.00$ 535.00$ 535.00$ 400.00$ 400.00$
SUBTOTAL (PBCWUD)
CONTINGENCY ITEMS (ROADWAY)FLOWABLE FILL 80 CY 168.07$ 165.00$ 155.00$ 12,400.00$ 155.00$ 12,400.00$ 175.00$ 14,000.00$
CLASS 1 CONCRETE (MISCELLANEOUS) 120 CY 497.08$ 250.00$ 460.00$ 55,200.00$ 446.00$ 53,520.00$ 700.00$ 84,000.00$
PREMIUM FOR CONFLICT CONDITION (SEE SP'S) 1 EA 5,338.10$ 2,500.00$ 7,000.00$ 7,000.00$ 5,400.00$ 5,400.00$ 6,000.00$ 6,000.00$
TREE RELOCATION 2 EA 2,196.22$ 500.00$ 2,500.00$ 5,000.00$ 1,600.00$ 3,200.00$ 1,300.00$ 2,600.00$
CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) 100 ED 14.73$ 25.00$ 15.00$ 1,500.00$ 12.75$ 1,275.00$ 10.00$ 1,000.00$
TRAFFIC CONTROL OFFICER (NON MOT) 50 HR 67.49$ 65.00$ 60.00$ 3,000.00$ 64.00$ 3,200.00$ 65.00$ 3,250.00$
STRUCTURE BOTTOM TYPE J 4 EA 5,346.16$ 3,500.00$ 6,594.00$ 26,376.00$ 5,030.00$ 20,120.00$ 5,000.00$ 20,000.00$
LITTORAL PLANTING 1 LS 12,674.24$ 20,000.00$ 12,000.00$ 12,000.00$ 12,000.00$ 12,000.00$ 16,750.00$ 16,750.00$
MONITORING, MAINTENANCE, AND REPORT 4 EA 1,540.44$ 1,500.00$ 1,500.00$ 6,000.00$ 600.00$ 2,400.00$ 1,100.00$ 4,400.00$
STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) 1,099 LF 7.29$ 20.00$ 4.00$ 4,396.00$ 6.50$ 7,143.50$ 4.25$ 4,670.75$
STORM SEWER CLEANING (EXIST.) ( > 24" TO 48") (SEE SP'S) 1,104 LF 11.80$ 45.00$ 6.50$ 7,176.00$ 8.50$ 9,384.00$ 9.50$ 10,488.00$
REMOVE & RESET FENCE (RELOCATE) 600 LF 28.21$ 30.00$ 31.00$ 18,600.00$ 33.00$ 19,800.00$ 20.50$ 12,300.00$
TEMPORARY FENCE 3,998 LF 8.29$ 15.00$ 6.00$ 23,988.00$ 6.75$ 26,986.50$ 7.00$ 27,986.00$
SUBTOTAL (ROADWAY CONTINGENCY)
CONTINGENCY ITEMS (PBCWUD)SUPPORT AND PROTECT UTILITY 110 LF 32.07$ 120.00$ 30.00$ 3,300.00$ 35.00$ 3,850.00$ 11.00$ 1,210.00$
ADJUST UTILITY VALVE BOX 29 LF 446.44$ 1,477.00$ 225.00$ 6,525.00$ 425.00$ 12,325.00$ 110.00$ 3,190.00$
UTILITY MANHOLE COVER ADJUSTMENT 4 EA 907.04$ 400.00$ 416.00$ 1,664.00$ 1,300.00$ 5,200.00$ 650.00$ 2,600.00$
SUBTOTAL (PBCWUD CONTINGENCY)
TOTAL BID
188
189
190
191
192
193
194
195
196
197
198
201
202
187
200
182
183
184
177
178
179
180
181
174
175
176
1,997,619.90$
182,636.00$ 176,829.00$
17,999,999.00$
7,000.00$ 11,489.00$
16,106,500.01$
21,375.00$
17,998,462.98$
207,444.75$
1,595,691.00$ 1,755,367.20$
185
186
199
Page 7 of 19
Item Descrption Qty. Units
ROADWAY ITEMSMOBILIZATION 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN M.O.T.) PHASE A 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN M.O.T.) PHASE B 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN M.O.T.) PHASE D 1 LS
CLEARING AND GRUBBING PHASE A 1 LS
CLEARING AND GRUBBING PHASE B 1 LS
CLEARING AND GRUBBING PHASE D 1 LS
FLOATING TURBIDITY BARRIER 291 LF
REGULAR EXCAVATION 9,209 CY
SUBSOIL EXCAVATION 1,190 CY
POND EXCAVATION 133,988 CY
LATERAL DITCH EXCAVATION 1,340 CY
EMBANKMENT (COMPACTED IN PLACE) 37,867 CY
TYPE B STABILIZATION (LBR 40) (12") 138,493 SY
OPTIONAL BASE GROUP 1 8,506 SY
OPTIONAL BASE GROUP 7 117,595 SY
OPTIONAL BASE GROUP 13 7,601 SY
MILL EXISTING ASPHALT PAVEMENT (1" AVG. THICK) 13,463 SY
MISCELLANEOUS ASPHALT PAVEMENT 47 TN
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL A) 564 TN
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL C) 9,492 TN
STRUCTURAL OVERBUILD (TYPE SP) 186 TN
ASPHALTIC CONCRETE FRICTION COURSE(1.0") (FC-9.5) 7,151 TN
CLASS I CONCRETE (GRAVITY WALL) 532 CY
CLASS IV CONCRETE 555 CY
REINFORCING STEEL (GRADE 60) 147,151 LB
INLETS (CURB) (TYPE P-1) 2 EA
INLETS (CURB) (TYPE P-5) 31 EA
INLETS (CURB) (TYPE P-6) 30 EA
INLETS (CURB) (TYPE P-6) WITH BAFFLE 1 EA
INLETS (CURB) (TYPE J-2)>10' 1 EA
INLETS (CURB) (TYPE J-5) 4 EA
INLETS (CURB) (TYPE J-5)>10' 4 EA
INLETS (CURB) (TYPE J-6) 8 EA
INLETS (CURB) (TYPE P-6)>10' 3 EA
Item #
17
18
19
20
31
32
33
34
35
26
27
28
29
30
1
2
3
4
5
11
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
12
13
14
15
6
7
8
9
10
21
22
23
24
25
16
Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount
1,800,000.00$ 1,800,000.00$ 1,408,165.00$ 1,408,165.00$ 540,000.00$ 540,000.00$ 1,919,301.28$ 1,919,301.28$
620,000.00$ 620,000.00$ 306,348.00$ 306,348.00$ 440,000.00$ 440,000.00$ 359,416.79$ 359,416.79$
20,000.00$ 20,000.00$ 73,290.00$ 73,290.00$ 20,000.00$ 20,000.00$ 61,427.61$ 61,427.61$
5,000.00$ 5,000.00$ 4,200.00$ 4,200.00$ 60,000.00$ 60,000.00$ 37,593.23$ 37,593.23$
550,000.00$ 550,000.00$ 381,063.00$ 381,063.00$ 635,000.00$ 635,000.00$ 1,419,601.46$ 1,419,601.46$
10,000.00$ 10,000.00$ 143,144.00$ 143,144.00$ 56,000.00$ 56,000.00$ 554,902.50$ 554,902.50$
8,504.23$ 8,504.23$ 106,000.00$ 106,000.00$ 14,000.00$ 14,000.00$ 406,269.96$ 406,269.96$
30.00$ 8,730.00$ 15.75$ 4,583.25$ 16.50$ 4,801.50$ 10.30$ 2,997.30$
1.50$ 13,813.50$ 2.20$ 20,259.80$ 4.20$ 38,677.80$ 4.50$ 41,440.50$
12.70$ 15,113.00$ 18.84$ 22,419.60$ 8.35$ 9,936.50$ 8.59$ 10,222.10$
3.50$ 468,958.00$ 2.07$ 277,355.16$ 4.80$ 643,142.40$ 1.05$ 140,687.40$
6.60$ 8,844.00$ 5.13$ 6,874.20$ 16.50$ 22,110.00$ 10.19$ 13,654.60$
2.50$ 94,667.50$ 2.80$ 106,027.60$ 4.60$ 174,188.20$ 6.70$ 253,708.90$
5.60$ 775,560.80$ 5.00$ 692,465.00$ 3.00$ 415,479.00$ 2.02$ 279,755.86$
8.55$ 72,726.30$ 7.21$ 61,328.26$ 27.00$ 229,662.00$ 7.15$ 60,817.90$
10.00$ 1,175,950.00$ 10.64$ 1,251,210.80$ 10.10$ 1,187,709.50$ 10.49$ 1,233,571.55$
15.30$ 116,295.30$ 13.80$ 104,893.80$ 24.70$ 187,744.70$ 21.19$ 161,065.19$
1.75$ 23,560.25$ 1.75$ 23,560.25$ 1.95$ 26,252.85$ 2.96$ 39,850.48$
428.00$ 20,116.00$ 200.00$ 9,400.00$ 250.00$ 11,750.00$ 269.66$ 12,674.02$
113.00$ 63,732.00$ 125.00$ 70,500.00$ 168.00$ 94,752.00$ 131.28$ 74,041.92$
97.00$ 920,724.00$ 105.20$ 998,558.40$ 105.00$ 996,660.00$ 100.54$ 954,325.68$
129.00$ 23,994.00$ 150.00$ 27,900.00$ 130.00$ 24,180.00$ 165.59$ 30,799.74$
149.00$ 1,065,499.00$ 150.00$ 1,072,650.00$ 141.00$ 1,008,291.00$ 153.36$ 1,096,677.36$
480.00$ 255,360.00$ 472.50$ 251,370.00$ 927.00$ 493,164.00$ 482.83$ 256,865.56$
1,250.00$ 693,750.00$ 1,643.25$ 912,003.75$ 1,480.00$ 821,400.00$ 1,602.86$ 889,587.30$
1.30$ 191,296.30$ 0.74$ 108,891.74$ 1.20$ 176,581.20$ 1.73$ 254,571.23$
4,180.00$ 8,360.00$ 9,660.00$ 19,320.00$ 7,985.00$ 15,970.00$ 5,587.69$ 11,175.38$
7,310.00$ 226,610.00$ 5,869.85$ 181,965.35$ 5,100.00$ 158,100.00$ 3,414.42$ 105,847.02$
7,830.00$ 234,900.00$ 6,860.00$ 205,800.00$ 5,400.00$ 162,000.00$ 4,840.95$ 145,228.50$
8,350.00$ 8,350.00$ 8,190.00$ 8,190.00$ 5,715.00$ 5,715.00$ 6,137.71$ 6,137.71$
7,830.00$ 7,830.00$ 15,330.00$ 15,330.00$ 11,965.00$ 11,965.00$ 8,178.12$ 8,178.12$
5,220.00$ 20,880.00$ 5,530.00$ 22,120.00$ 8,025.00$ 32,100.00$ 6,246.89$ 24,987.56$
8,350.00$ 33,400.00$ 13,636.88$ 54,547.52$ 10,515.00$ 42,060.00$ 10,402.90$ 41,611.60$
7,310.00$ 58,480.00$ 9,318.75$ 74,550.00$ 7,950.00$ 63,600.00$ 6,607.38$ 52,859.04$
8,350.00$ 25,050.00$ 7,875.00$ 23,625.00$ 10,450.00$ 31,350.00$ 17,468.63$ 52,405.89$
COMMUNITY ASPHALT CORP. RYAN INCORPORATED SOUTHERN HARDRIVES OF DELRAY, INC. BERGERON LAND DEVELOPMET, INC.
Page 8 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
INLETS (DITCH BOTTOM) (TYPE H) >10' 2 EA
INLETS (DITCH BOTTOM) (TYPE C) 16 EA
INLETS (DITCH BOTTOM) (TYPE E) 4 EA
MANHOLE (TYPE P- 7) 4 EA
MANHOLE (TYPE P-7) >10' 8 EA
MANHOLE (TYPE 7) PARTIAL 2 EA
MANHOLE (TYPE J-7) 3 EA
MANHOLE (TYPE J-7) WITH BAFFLE 2 EA
MANHOLE (TYPE J-7) >10' 2 EA
INLETS (CURB) (TYPE P-9) 4 EA
YARD DRAIN 7 EA
PVC PIPES (15") 447 LF
HDPE PIPE CULVERT (15") 30 LF
HDPE FLARED END SECTION (15") 2 EA
PIPE CULVERT (18") (STORM) 5,433 LF
PIPE CULVERT (24") (STORM) 3,352 LF
PIPE CULVERT (30") (STORM) 3,594 LF
PIPE CULVERT (36") (STORM) 1,077 LF
PIPE CULVERT (42") (STORM) 1,692 LF
PIPE CULVERT (48") (STORM) 509 LF
PIPE CULVERT (54") (STORM) 333 LF
PIPE CULVERT (60") (STORM) 544 LF
CONCRETE PIPE CULVERT ELLIPTICAL (92"X143") 467 LF
CONCRETE PIPE CULVERT ELLIPTICAL (12"X18") 1,346 LF
MITERED END SECTION (ELLIPTICAL) (12"X18") 23 EA
MITERED END SECTION (CIRCULAR) (15") 1 EA
MITERED END SECTION (CIRCULAR) (24") 2 EA
MITERED END SECTION (CIRCULAR) (36") 2 EA
MITERED END SECTION (CIRCULAR) (42") 1 EA
MITERED END SECTION (CIRCULAR) (48") 1 EA
CORRUGATED ALUMINUM PIPE CULVERT (18") 40 LF
CORRUGATED ALUMINUM PIPE CULVERT (60") 30 LF
STORM SEWER PUMPING (EXIST) (24" OR LESS) (SEE SP'S) 1,099 LF
STORM SEWER PUMPING (> 24" TO 48") (SEE SP'S) 1,464 LF
CONCRETE CURB & GUTTER TYPE F 37,025 LF
ENGRAVING CURB FACE 5 EA71
66
67
68
69
70
61
62
63
64
65
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
Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount
COMMUNITY ASPHALT CORP. RYAN INCORPORATED SOUTHERN HARDRIVES OF DELRAY, INC. BERGERON LAND DEVELOPMET, INC.
6,260.00$ 12,520.00$ 9,030.00$ 18,060.00$ 6,410.00$ 12,820.00$ 8,743.58$ 17,487.16$
2,610.00$ 41,760.00$ 2,736.56$ 43,784.96$ 4,800.00$ 76,800.00$ 1,645.92$ 26,334.72$
3,650.00$ 14,600.00$ 3,780.00$ 15,120.00$ 4,250.00$ 17,000.00$ 3,908.81$ 15,635.24$
4,700.00$ 18,800.00$ 4,620.00$ 18,480.00$ 5,150.00$ 20,600.00$ 3,476.22$ 13,904.88$
6,790.00$ 54,320.00$ 6,300.00$ 50,400.00$ 4,800.00$ 38,400.00$ 4,408.36$ 35,266.88$
2,610.00$ 5,220.00$ 2,940.00$ 5,880.00$ 6,220.00$ 12,440.00$ 2,738.74$ 5,477.48$
4,700.00$ 14,100.00$ 4,375.00$ 13,125.00$ 10,185.00$ 30,555.00$ 5,021.20$ 15,063.60$
5,220.00$ 10,440.00$ 13,440.00$ 26,880.00$ 8,700.00$ 17,400.00$ 17,252.33$ 34,504.66$
6,790.00$ 13,580.00$ 8,820.00$ 17,640.00$ 11,150.00$ 22,300.00$ 12,632.83$ 25,265.66$
4,180.00$ 16,720.00$ 4,305.00$ 17,220.00$ 4,850.00$ 19,400.00$ 4,197.21$ 16,788.84$
1,570.00$ 10,990.00$ 2,062.50$ 14,437.50$ 2,250.00$ 15,750.00$ 3,334.08$ 23,338.56$
31.30$ 13,991.10$ 63.00$ 28,161.00$ 39.00$ 17,433.00$ 27.29$ 12,198.63$
31.30$ 939.00$ 35.70$ 1,071.00$ 47.00$ 1,410.00$ 36.05$ 1,081.50$
940.00$ 1,880.00$ 787.50$ 1,575.00$ 985.00$ 1,970.00$ 727.69$ 1,455.38$
36.50$ 198,304.50$ 84.00$ 456,372.00$ 91.50$ 497,119.50$ 43.77$ 237,802.41$
47.00$ 157,544.00$ 93.61$ 313,780.72$ 96.15$ 322,294.80$ 56.13$ 188,147.76$
67.90$ 244,032.60$ 107.17$ 385,168.98$ 115.00$ 413,310.00$ 71.84$ 258,192.96$
78.30$ 84,329.10$ 120.75$ 130,047.75$ 158.00$ 170,166.00$ 78.54$ 84,587.58$
104.00$ 175,968.00$ 173.84$ 294,137.28$ 195.00$ 329,940.00$ 98.36$ 166,425.12$
131.00$ 66,679.00$ 232.82$ 118,505.38$ 228.00$ 116,052.00$ 123.60$ 62,912.40$
157.00$ 52,281.00$ 399.00$ 132,867.00$ 272.00$ 90,576.00$ 223.51$ 74,428.83$
209.00$ 113,696.00$ 344.43$ 187,369.92$ 348.00$ 189,312.00$ 203.94$ 110,943.36$
3,030.00$ 1,415,010.00$ 3,753.75$ 1,753,001.25$ 3,555.00$ 1,660,185.00$ 3,435.02$ 1,604,154.34$
62.60$ 84,259.60$ 101.85$ 137,090.10$ 123.00$ 165,558.00$ 59.22$ 79,710.12$
940.94$ 21,641.62$ 24.15$ 555.45$ 1,470.00$ 33,810.00$ 930.08$ 21,391.84$
940.00$ 940.00$ 1,680.00$ 1,680.00$ 1,450.00$ 1,450.00$ 741.59$ 741.59$
1,150.00$ 2,300.00$ 1,890.00$ 3,780.00$ 1,750.00$ 3,500.00$ 777.64$ 1,555.28$
1,570.00$ 3,140.00$ 4,305.00$ 8,610.00$ 3,650.00$ 7,300.00$ 1,091.79$ 2,183.58$
2,090.00$ 2,090.00$ 5,460.00$ 5,460.00$ 4,785.00$ 4,785.00$ 1,853.98$ 1,853.98$
2,610.00$ 2,610.00$ 6,510.00$ 6,510.00$ 5,740.00$ 5,740.00$ 2,120.75$ 2,120.75$
131.00$ 5,240.00$ 168.00$ 6,720.00$ 143.75$ 5,750.00$ 42.74$ 1,709.60$
261.00$ 7,830.00$ 522.00$ 15,660.00$ 1,720.00$ 51,600.00$ 256.47$ 7,694.10$
6.25$ 6,868.75$ 9.45$ 10,385.55$ 5.35$ 5,879.65$ 9.63$ 10,583.37$
9.40$ 13,761.60$ 12.60$ 18,446.40$ 8.95$ 13,102.80$ 14.93$ 21,857.52$
25.50$ 944,137.50$ 15.18$ 562,039.50$ 12.25$ 453,556.25$ 16.30$ 603,507.50$
329.00$ 1,645.00$ 840.00$ 4,200.00$ 309.75$ 1,548.75$ 315.18$ 1,575.90$
Page 9 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
CONCRETE SIDEWALK (4" THICK) 8,521 SY
CONCRETE SIDEWALK (6" THICK) (DRIVEWAY) 411 SY
COLOR TREATED & STAMPED CONCRETE (SEE SP's) 272 SY
PIPE GUIDERAIL (STEEL) 4,424 LF
RIP-RAP (SAND CEMENT) 339 CY
RIP-RAP (ARTICULATING BLOCK) 1,155 SY
RIP-RAP (RUBBLE) 865 TN
BEDDING STONE 1,292 TN
GUARDRAIL (ROADWAY) 3,779 LF
GUARDRAIL (SHOP BENT PANELS) 50 LF
SPECIAL GUARDRAIL POST (STEEL) 18 EA
SPECIAL GUARDRAIL POST (ENCASED) 24 EA
END ANCHORAGE ASSEMBLIES (PARALLEL) 9 EA
END ANCHORAGE ASSEMBLIES (TYPE II) 13 EA
END ANCHORAGE ASSEMBLIES (TYPE CRT) 3 EA
TYPE B FENCE (6' HIGH) (W/TOP RAIL) GREEN VINYL CLAD 5,117 LF
3-RAIL FENCE 1,555 LF
FENCE GATE (TYPE B) (15' SWING GATE) 2 EA
SLIDING FENCE GATE (CANTILEVER) (TYPE B) (15') GREEN VINYL CLAD 3 EA
DIRECTIONAL BORE 321 LF
SOD 82,064 SY
6" PVC CONDUIT IRRIGATION SLEEVE (SCH 80) (SEE SP'S) 3,573 LF
3-2" PVC CONDUITS (SCH 40) TRAFFIC (SAME TRENCH) 12,809 LF
TRAFFIC PULL BOX (SMALL) (17"x30"x24"D) 21 EA
TRAFFIC PULL BOX (LARGE) (30"x48"x24"D) 9 EA
SUBTOTAL (ROADWAY)
SIGNALIZATION PAY ITEMS97 630-2-11-2 2" PVC (SCH 40) UNDERGROUND CONDUIT 1,308 LF
98 630-2-11-2A ADDITIONAL 2" PVC (SCH 40) CONDUIT, IN OPEN TRENCH 250 LF
99 630-2-12-2-2 2-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 236 LF
100 630-2-12-2-3 3-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 125 LF
101 630-2-12-2-4 4-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 80 LF
102 630-2-12-2-5 5-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 320 LF
103 630-2-14-2 2" RIGID CONDUIT HOT DIPPED GALVANIZED CONDUIT SURFACE MOUNTED 20 LF
104 632-7-1-19G SIGNAL CABLE (SPAN LENGTH 751' - Greater) 1 PI
105 632-7-1-4 SIGNAL CABLE - 4 CONDUCTORS (OUTSIDE OF INTERSECTION) 360 LF
94
95
89
90
91
92
93
85
86
87
88
76
77
78
79
80
81
82
83
84
72
73
74
75
96
Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount
COMMUNITY ASPHALT CORP. RYAN INCORPORATED SOUTHERN HARDRIVES OF DELRAY, INC. BERGERON LAND DEVELOPMET, INC.
43.70$ 372,367.70$ 44.89$ 382,507.69$ 56.60$ 482,288.60$ 38.89$ 331,381.69$
43.70$ 17,960.70$ 82.53$ 33,919.83$ 42.75$ 17,570.25$ 47.44$ 19,497.84$
88.60$ 24,099.20$ 90.04$ 24,490.88$ 93.85$ 25,527.20$ 90.17$ 24,526.24$
57.50$ 254,380.00$ 49.74$ 220,049.76$ 56.90$ 251,725.60$ 56.76$ 251,106.24$
450.00$ 152,550.00$ 672.00$ 227,808.00$ 842.00$ 285,438.00$ 357.92$ 121,334.88$
151.00$ 174,405.00$ 148.05$ 170,997.75$ 166.50$ 192,307.50$ 130.81$ 151,085.55$
125.00$ 108,125.00$ 115.50$ 99,907.50$ 172.50$ 149,212.50$ 100.94$ 87,313.10$
114.00$ 147,288.00$ 99.75$ 128,877.00$ 50.50$ 65,246.00$ 95.79$ 123,760.68$
31.60$ 119,416.40$ 15.74$ 59,481.46$ 31.25$ 118,093.75$ 31.60$ 119,416.40$
17.60$ 880.00$ 25.73$ 1,286.50$ 17.40$ 870.00$ 17.33$ 866.50$
233.00$ 4,194.00$ 142.07$ 2,557.26$ 230.00$ 4,140.00$ 229.57$ 4,132.26$
227.00$ 5,448.00$ 57.96$ 1,391.04$ 224.55$ 5,389.20$ 224.03$ 5,376.72$
3,030.00$ 27,270.00$ 231.21$ 2,080.89$ 2,995.00$ 26,955.00$ 2,987.46$ 26,887.14$
1,210.00$ 15,730.00$ 919.21$ 11,949.73$ 1,195.00$ 15,535.00$ 1,191.85$ 15,494.05$
3,230.00$ 9,690.00$ 2,457.21$ 7,371.63$ 3,197.00$ 9,591.00$ 3,189.78$ 9,569.34$
21.30$ 108,992.10$ 23.36$ 119,533.12$ 20.65$ 105,666.05$ 20.56$ 105,205.52$
27.40$ 42,607.00$ 18.53$ 28,814.15$ 15.00$ 23,325.00$ 17.28$ 26,870.40$
1,460.00$ 2,920.00$ 4,211.96$ 8,423.92$ 1,394.00$ 2,788.00$ 1,383.28$ 2,766.56$
2,740.00$ 8,220.00$ 6,247.19$ 18,741.57$ 2,090.00$ 6,270.00$ 2,083.33$ 6,249.99$
16.70$ 5,360.70$ 16.80$ 5,392.80$ 26.85$ 8,618.85$ 26.78$ 8,596.38$
2.30$ 188,747.20$ 3.00$ 246,192.00$ 3.45$ 283,120.80$ 2.56$ 210,083.84$
17.80$ 63,599.40$ 27.78$ 99,257.94$ 26.85$ 95,935.05$ 25.75$ 92,004.75$
6.25$ 80,056.25$ 6.14$ 78,647.26$ 4.65$ 59,561.85$ 4.63$ 59,305.67$
1,080.00$ 22,680.00$ 1,076.25$ 22,601.25$ 980.75$ 20,595.75$ 978.49$ 20,548.29$
1,960.00$ 17,640.00$ 1,968.75$ 17,718.75$ 1,653.00$ 14,877.00$ 1,647.98$ 14,831.82$
6.25$ 8,175.00$ 6.14$ 8,031.12$ 6.75$ 8,829.00$ 6.69$ 8,750.52$
6.25$ 1,562.50$ 6.14$ 1,535.00$ 2.60$ 650.00$ 2.57$ 642.50$
16.70$ 3,941.20$ 16.80$ 3,964.80$ 16.55$ 3,905.80$ 16.48$ 3,889.28$
20.90$ 2,612.50$ 21.00$ 2,625.00$ 20.65$ 2,581.25$ 20.60$ 2,575.00$
25.10$ 2,008.00$ 25.00$ 2,000.00$ 23.75$ 1,900.00$ 23.69$ 1,895.20$
29.20$ 9,344.00$ 29.40$ 9,408.00$ 28.95$ 9,264.00$ 28.84$ 9,228.80$
15.70$ 314.00$ 15.75$ 315.00$ 16.55$ 331.00$ 16.48$ 329.60$
4,490.00$ 4,490.00$ 4,515.00$ 4,515.00$ 4,388.50$ 4,388.50$ 4,377.46$ 4,377.46$
2.85$ 1,026.00$ 2.89$ 1,040.40$ 3.75$ 1,350.00$ 3.71$ 1,335.60$
16,640,353.17$ 15,454,849.20$ 15,894,130.90$ 15,971,804.35$
Page 10 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
106 632-7-1-4A PEDESTRIAN SIGNAL CABLE - 4 CONDUCTOR 1 PI
107 632-7-1-7A PEDESTRIAN SIGNAL CABLE - 7 CONDUCTOR 1 PI
108 635-2-12-A PULL BOX (17" x 30" x 12"D) HEAVY DUTY COVERS (TIER 15) 26 EA
109 639-1-121 ELECTRICAL POWER SERVICE WITH METER BASE (UNDERGROUND) METER FURNISHED BY POWER COMPANY 1 AS
110 639-2-1-3 ELECTRICAL SERVICE WIRE (SIGLE PHASE 3-WIRE, TRIPLEX) 240 LF
111 639-3-11 ELECTRICAL SERVICE DISCONNECT (BREAKER BOX, SHEET T 6.2 OF PBC STANDARDS) 1 EA
112 641-2-12-12 PRESTRESSED CONCRETE POLE (12' TYPE P-II ) 1 EA
113 641-2-80CONCRETE POLE REMOVAL - DEEP (INCLUDES POLE AND COMPLETE REMOVAL OF THE POLE FOUNDATIOND DEPTH OF UP TO 25 FEET) INCLUDES DISPOSAL OF POLE WHEN INSTRUCTED BY ENGINEER
2 EA
114 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL WITH TRANSFORMER BASE (8 FEET ABOVE GROUND) 6 EA
115 649-21-3G STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL (WS-170), SINGLE 40' GALVANIZED WITHOUT STREET LIGHT 1 EA
116 649-21-10G STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL (WS-170) , SINGLE 60' GALVANIZED WITH STREET LIGHT 2 EA
117 649-21-15G STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL (WS-170), SINGLE 70' GALVANIZED WITH STREET LIGHT 1 EA
118 650-1-13 TRAFFIC SIGNAL HEAD ALUMINUM (3-SECTION, 1-WAY) INCLUDES BACKPLATES 9 AS
119 650-1-15 TRAFFIC SIGNAL HEAD ALUMINUM (5-SECTION, 1-WAY) INCLUDES BACKPLATES 2 AS
120 650-1-60 TRAFFIC SIGNAL HEAD ASSEMBLY, REMOVAL 3 EA
121 653-191 PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM 6 EA
122 660-4-10-B3 VIDEO IMAGE DETECTION 3 - CAMERA SYSTEM (ITERIS) COMPLETE. 1 EA
123 665-1-11 PEDESTRIAN DETECTOR (PUSH BUTTON) 6 EA
124 670-5-11-A TRAFFIC CONTROLLER ASSEMBLY (TYPE 5) AS PER NAZTEC 1 AS
125 670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 5 AS
126 690-80 REMOVE SPAN WIRE ASSEMBLY 1 PI
127 700-5-21 INTERNALLY ILLUMINATED SIGN (6') FLUORESCENT 2 EA
128 700-5-22 INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT 1 EA
129 700-1-11 SINGLE POST SIGN (F&I) GROUND (LESS OR EQUAL TO 12 SF) 2 EA
130 700-3-201 SIGN PANEL (F&I) (OVERHEAD) LESS OR EQUAL TO 12SF) 3 EA
131 700-3-601 SIGN PANEL (REMOVE) (LESS OR EQUAL TO 12SF) 3 EA
132 700-12-22 GROUND MOUNT SOLAR-POWERED SIGN BEACON (TWO BEACONS)-INCLUDING SCHOOL ZONE FLASHERS 1 EA
SUBTOTAL (SIGNALIZATION)
PBC WATER UTILITY (PBWUD) ITEMS16" DIP Push-on Joint Water Main 1,523 LF
4" PVC Push-On Joint Water Main 8 LF
8" DIP Push-on Joint Water Main 20 LF
8" PVC Push-On Joint Force Main 140 LF
12" PVC Push-On Joint Water Main 385 LF137
134
135
133
136
Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount
COMMUNITY ASPHALT CORP. RYAN INCORPORATED SOUTHERN HARDRIVES OF DELRAY, INC. BERGERON LAND DEVELOPMET, INC.
3,950.00$ 3,950.00$ 3,969.00$ 3,969.00$ 2,070.00$ 2,070.00$ 2,059.98$ 2,059.98$
4,220.00$ 4,220.00$ 4,244.10$ 4,244.10$ 2,070.00$ 2,070.00$ 2,059.98$ 2,059.98$
731.00$ 19,006.00$ 719.25$ 18,700.50$ 775.00$ 20,150.00$ 772.49$ 20,084.74$
1,930.00$ 1,930.00$ 1,942.50$ 1,942.50$ 2,515.00$ 2,515.00$ 2,508.03$ 2,508.03$
5.20$ 1,248.00$ 5.25$ 1,260.00$ 5.10$ 1,224.00$ 5.05$ 1,212.00$
1,150.00$ 1,150.00$ 1,155.00$ 1,155.00$ 910.00$ 910.00$ 906.39$ 906.39$
1,270.00$ 1,270.00$ 1,275.75$ 1,275.75$ 930.00$ 930.00$ 926.99$ 926.99$
2,610.00$ 5,220.00$ 2,625.00$ 5,250.00$ 3,615.00$ 7,230.00$ 3,604.96$ 7,209.92$
1,290.00$ 7,740.00$ 1,293.60$ 7,761.60$ 1,025.00$ 6,150.00$ 1,019.69$ 6,118.14$
41,100.00$ 41,100.00$ 41,312.25$ 41,312.25$ 28,600.00$ 28,600.00$ 28,530.72$ 28,530.72$
51,900.00$ 103,800.00$ 52,211.25$ 104,422.50$ 37,270.00$ 74,540.00$ 37,182.63$ 74,365.26$
54,300.00$ 54,300.00$ 57,744.75$ 57,744.75$ 40,315.00$ 40,315.00$ 40,221.21$ 40,221.21$
971.00$ 8,739.00$ 967.50$ 8,707.50$ 831.00$ 7,479.00$ 829.14$ 7,462.26$
1,620.00$ 3,240.00$ 1,627.50$ 3,255.00$ 1,550.00$ 3,100.00$ 1,544.98$ 3,089.96$
110.00$ 330.00$ 110.25$ 330.75$ 25.85$ 77.55$ 25.75$ 77.25$
746.00$ 4,476.00$ 750.75$ 4,504.50$ 1,210.00$ 7,260.00$ 1,205.09$ 7,230.54$
24,800.00$ 24,800.00$ 24,990.00$ 24,990.00$ 22,790.00$ 22,790.00$ 22,737.03$ 22,737.03$
209.00$ 1,254.00$ 210.00$ 1,260.00$ 181.00$ 1,086.00$ 180.25$ 1,081.50$
31,000.00$ 31,000.00$ 31,342.50$ 31,342.50$ 29,425.00$ 29,425.00$ 29,354.71$ 29,354.71$
679.00$ 3,395.00$ 682.50$ 3,412.50$ 465.00$ 2,325.00$ 463.50$ 2,317.50$
1,249.85$ 1,249.85$ 1,260.00$ 1,260.00$ 465.00$ 465.00$ 463.50$ 463.50$
2,770.00$ 5,540.00$ 2,782.50$ 5,565.00$ 2,015.00$ 4,030.00$ 2,008.48$ 4,016.96$
2,790.00$ 2,790.00$ 2,808.75$ 2,808.75$ 2,015.00$ 2,015.00$ 2,008.48$ 2,008.48$
261.00$ 522.00$ 262.50$ 525.00$ 1,600.00$ 3,200.00$ 1,596.48$ 3,192.96$
365.00$ 1,095.00$ 367.50$ 1,102.50$ 285.00$ 855.00$ 283.25$ 849.75$
52.25$ 156.75$ 52.50$ 157.50$ 25.95$ 77.85$ 25.75$ 77.25$
5,610.00$ 5,610.00$ 5,643.75$ 5,643.75$ 5,590.00$ 5,590.00$ 5,572.25$ 5,572.25$
81.40$ 123,972.20$ 94.76$ 144,319.48$ 80.55$ 122,677.65$ 80.34$ 122,357.82$
104.00$ 832.00$ 26.78$ 214.24$ 103.25$ 826.00$ 46.86$ 374.88$
104.00$ 2,080.00$ 44.84$ 896.80$ 103.25$ 2,065.00$ 42.23$ 844.60$
88.70$ 12,418.00$ 29.24$ 4,093.60$ 88.00$ 12,320.00$ 25.23$ 3,532.20$
39.70$ 15,284.50$ 47.36$ 18,233.60$ 39.25$ 15,111.25$ 37.08$ 14,275.80$
308,759.22$ 372,604.80$ 377,337.52$ 309,678.95$
Page 11 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
12" DIP Push-On Joint Water Main 50 LF
6" PVC Push-On Joint Force Main 145 LF
8" PVC Push-On Joint Water Main 2,150 LF
8" DIP Push-on Joint Force Main 235 LF
6" PVC Push-On Joint Water Main 73 LF
Grouting/Deactivation of Existing 4" Pipe 45 LF
Grouting/Deactivation of Existing 8" Pipe 140 LF
Grouting/Deactivation of Existing 12" Pipe 160 LF
Grouting/Deactivation of Existing 16" Pipe 1,440 LF
Ductile Iron Fittings for Water Main 6.18 TN
Ductile Iron Fittings for Force Main 0.59 TN
12" DIP/PVC X HDPE Adapter 4 EA
16" DIP/PVC X HDPE Adapter 4 EA
6" Restraint Harness for PVC 9 EA
8" Restraint Harness for PVC 42 EA
12" Restraint Harness for PVC 10 EA
16" Restraint Harness for DIP 19 EA
4" Mechanical Joint Restraint for PVC 3 EA
6" Mechanical Joint Restraint for PVC 17 EA
8" Mechanical Joint Restraint for PVC 197 EA
12" Mechanical Joint Restraint for PVC 21 EA
16" Mechanical Joint Restraint for DIP 30 EA
4" Gate Valve and Box 1 EA
6" Gate Valve and Box 4 EA
8" Gate Valve and Box 10 EA
12" Gate Valve and Box 3 EA
16" Butterfly Valves 2 EA
16" X 8" Tapping Sleeve w/ Valve and Valve Box 18 EAFire Hydrant Assembly with Captivator Caps, 6" Gate Valve & Anchor Tee Assembly & 10-ft of 6" RJ DIP 27 EA
Relocate Fire Hydrant 5 EA
Deflect WM Around Single Catch Basin w/ fittings (16") 18 EA
Deflect WM Around Single Catch Basin w/fittings (12") 3 EA
Deflect FM Around Single Catch Basin w/ fittings (8") 4 EA
Support & Protect F.M. & Appurtenances ( 8" ) 1 EA
2" Air Release Valve w/Manhole for Force Main 1 EA
12" Double Line Stop 1 EA
165
166
168
169
170
153
154
155
171
156
157
158
159
160
161
162
163
164
144
145
146
147
148
149
150
151
152
138
139
140
141
142
143
172
173
167
Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount
COMMUNITY ASPHALT CORP. RYAN INCORPORATED SOUTHERN HARDRIVES OF DELRAY, INC. BERGERON LAND DEVELOPMET, INC.
54.30$ 2,715.00$ 72.87$ 3,643.50$ 53.75$ 2,687.50$ 63.34$ 3,167.00$
39.70$ 5,756.50$ 26.04$ 3,775.80$ 39.25$ 5,691.25$ 22.14$ 3,210.30$
47.00$ 101,050.00$ 29.13$ 62,629.50$ 46.50$ 99,975.00$ 25.75$ 55,362.50$
61.60$ 14,476.00$ 66.15$ 15,545.25$ 61.00$ 14,335.00$ 62.83$ 14,765.05$
43.90$ 3,204.70$ 25.99$ 1,897.27$ 43.50$ 3,175.50$ 22.14$ 1,616.22$
5.20$ 234.00$ 11.08$ 498.60$ 5.20$ 234.00$ 12.87$ 579.15$
6.25$ 875.00$ 11.08$ 1,551.20$ 6.20$ 868.00$ 13.39$ 1,874.60$
8.35$ 1,336.00$ 15.07$ 2,411.20$ 8.30$ 1,328.00$ 20.08$ 3,212.80$
12.50$ 18,000.00$ 17.01$ 24,494.40$ 12.50$ 18,000.00$ 25.75$ 37,080.00$
8,870.00$ 54,816.60$ 5,122.89$ 31,659.46$ 8,800.00$ 54,384.00$ 6,097.54$ 37,682.80$
10,200.00$ 6,018.00$ 12,568.50$ 7,415.42$ 10,120.00$ 5,970.80$ 5,302.39$ 3,128.41$
1,310.00$ 5,240.00$ 729.75$ 2,919.00$ 1,295.00$ 5,180.00$ 673.61$ 2,694.44$
1,570.00$ 6,280.00$ 1,338.75$ 5,355.00$ 1,550.00$ 6,200.00$ 1,278.22$ 5,112.88$
261.00$ 2,349.00$ 409.50$ 3,685.50$ 260.00$ 2,340.00$ 175.10$ 1,575.90$
313.00$ 13,146.00$ 528.15$ 22,182.30$ 310.00$ 13,020.00$ 228.66$ 9,603.72$
574.00$ 5,740.00$ 750.75$ 7,507.50$ 568.00$ 5,680.00$ 391.40$ 3,914.00$
1,040.00$ 19,760.00$ 1,144.50$ 21,745.50$ 1,035.00$ 19,665.00$ 669.49$ 12,720.31$
261.00$ 783.00$ 269.85$ 809.55$ 260.00$ 780.00$ 118.45$ 355.35$
261.00$ 4,437.00$ 329.23$ 5,596.91$ 260.00$ 4,420.00$ 123.60$ 2,101.20$
313.00$ 61,661.00$ 257.83$ 50,792.51$ 310.00$ 61,070.00$ 145.23$ 28,610.31$
574.00$ 12,054.00$ 486.52$ 10,216.92$ 570.00$ 11,970.00$ 221.45$ 4,650.45$
1,040.00$ 31,200.00$ 676.88$ 20,306.40$ 1,035.00$ 31,050.00$ 336.81$ 10,104.30$
1,570.00$ 1,570.00$ 1,545.71$ 1,545.71$ 1,550.00$ 1,550.00$ 974.37$ 974.37$
1,410.00$ 5,640.00$ 1,790.36$ 7,161.44$ 1,395.00$ 5,580.00$ 1,015.57$ 4,062.28$
1,830.00$ 18,300.00$ 2,395.31$ 23,953.10$ 1,810.00$ 18,100.00$ 1,405.94$ 14,059.40$
2,870.00$ 8,610.00$ 3,744.77$ 11,234.31$ 2,840.00$ 8,520.00$ 2,315.42$ 6,946.26$
8,350.00$ 16,700.00$ 8,051.29$ 16,102.58$ 8,260.00$ 16,520.00$ 5,561.95$ 11,123.90$
10,400.00$ 187,200.00$ 10,216.50$ 183,897.00$ 10,325.00$ 185,850.00$ 11,247.49$ 202,454.82$
7,520.00$ 203,040.00$ 5,828.76$ 157,376.52$ 7,435.00$ 200,745.00$ 5,572.25$ 150,450.75$
2,610.00$ 13,050.00$ 2,906.40$ 14,532.00$ 2,585.00$ 12,925.00$ 2,322.63$ 11,613.15$
11,000.00$ 198,000.00$ 10,861.57$ 195,508.26$ 10,840.00$ 195,120.00$ 10,227.80$ 184,100.40$
9,290.00$ 27,870.00$ 3,077.55$ 9,232.65$ 9,190.00$ 27,570.00$ 8,548.92$ 25,646.76$
6,790.00$ 27,160.00$ 7,436.80$ 29,747.20$ 6,715.00$ 26,860.00$ 7,724.92$ 30,899.68$
1,310.00$ 1,310.00$ 1,484.70$ 1,484.70$ 1,295.00$ 1,295.00$ 5,149.95$ 5,149.95$
10,200.00$ 10,200.00$ 10,489.50$ 10,489.50$ 10,120.00$ 10,120.00$ 8,162.67$ 8,162.67$
28,500.00$ 28,500.00$ 13,467.30$ 13,467.30$ 20,650.00$ 20,650.00$ 13,956.36$ 13,956.36$
Page 12 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
12" Single Line Stop 2 EA
16" Double Line Stop 13 EA
16" Single Line Stop 1 EA
Sample Points on Fire Hydrants 27 EA
Sample Points w/ Corp Stop 5 EA
1.5" Polyethylene Meter Service 1 EA
4" - 12" Diameter Connection to Existing Water Main (Joint Restraint for existing pipe to be included) 15 EA
6" - 8" Diameter Connection to Existing Force Main (Joint Restraint for existing pipe to be included) 9 EA
16" Diameter Connection to Existing Water Main (Joint Restraint for existing pipe to be included) 8 EA
Removal of Existing 1.5" Water Main 1,452 LF
Record Drawings 7,226 LF
Construction Survey 7,226 LF
Warning Detection Mat 1 EA
SUBTOTAL (PBCWUD)
CONTINGENCY ITEMS (ROADWAY)FLOWABLE FILL 80 CY
CLASS 1 CONCRETE (MISCELLANEOUS) 120 CY
PREMIUM FOR CONFLICT CONDITION (SEE SP'S) 1 EA
TREE RELOCATION 2 EA
CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) 100 ED
TRAFFIC CONTROL OFFICER (NON MOT) 50 HR
STRUCTURE BOTTOM TYPE J 4 EA
LITTORAL PLANTING 1 LS
MONITORING, MAINTENANCE, AND REPORT 4 EA
STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) 1,099 LF
STORM SEWER CLEANING (EXIST.) ( > 24" TO 48") (SEE SP'S) 1,104 LF
REMOVE & RESET FENCE (RELOCATE) 600 LF
TEMPORARY FENCE 3,998 LF
SUBTOTAL (ROADWAY CONTINGENCY)
CONTINGENCY ITEMS (PBCWUD)SUPPORT AND PROTECT UTILITY 110 LF
ADJUST UTILITY VALVE BOX 29 LF
UTILITY MANHOLE COVER ADJUSTMENT 4 EA
SUBTOTAL (PBCWUD CONTINGENCY)
TOTAL BID
188
189
190
191
192
193
194
195
196
197
198
201
202
187
200
182
183
184
177
178
179
180
181
174
175
176
185
186
199
Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount
COMMUNITY ASPHALT CORP. RYAN INCORPORATED SOUTHERN HARDRIVES OF DELRAY, INC. BERGERON LAND DEVELOPMET, INC.
20,200.00$ 40,400.00$ 14,284.20$ 28,568.40$ 12,390.00$ 24,780.00$ 7,982.42$ 15,964.84$
34,800.00$ 452,400.00$ 19,929.00$ 259,077.00$ 26,845.00$ 348,985.00$ 20,795.50$ 270,341.50$
24,400.00$ 24,400.00$ 11,032.35$ 11,032.35$ 16,520.00$ 16,520.00$ 11,432.89$ 11,432.89$
679.00$ 18,333.00$ 349.13$ 9,426.51$ 675.00$ 18,225.00$ 257.50$ 6,952.50$
1,570.00$ 7,850.00$ 821.10$ 4,105.50$ 1,550.00$ 7,750.00$ 870.34$ 4,351.70$
27,100.00$ 27,100.00$ 3,437.70$ 3,437.70$ 2,690.00$ 2,690.00$ 1,024.84$ 1,024.84$
5,740.00$ 86,100.00$ 4,277.28$ 64,159.20$ 5,680.00$ 85,200.00$ 1,235.99$ 18,539.85$
4,700.00$ 42,300.00$ 3,390.45$ 30,514.05$ 4,650.00$ 41,850.00$ 1,235.99$ 11,123.91$
6,790.00$ 54,320.00$ 10,018.05$ 80,144.40$ 6,715.00$ 53,720.00$ 3,089.97$ 24,719.76$
1.05$ 1,524.60$ 6.25$ 9,075.00$ 1.10$ 1,597.20$ 13.90$ 20,182.80$
1.00$ 7,226.00$ 0.80$ 5,780.80$ 2.50$ 18,065.00$ 0.67$ 4,841.42$
3.15$ 22,761.90$ 0.65$ 4,696.90$ 2.50$ 18,065.00$ 2.00$ 14,452.00$
392.00$ 392.00$ 1,567.65$ 1,567.65$ 600.00$ 600.00$ 540.74$ 540.74$
151.00$ 12,080.00$ 152.25$ 12,180.00$ 260.00$ 20,800.00$ 149.35$ 11,948.00$
469.00$ 56,280.00$ 472.50$ 56,700.00$ 810.00$ 97,200.00$ 441.25$ 52,950.00$
2,710.00$ 2,710.00$ 5,040.00$ 5,040.00$ 9,275.00$ 9,275.00$ 2,674.88$ 2,674.88$
2,610.00$ 5,220.00$ 2,100.00$ 4,200.00$ 2,581.00$ 5,162.00$ 2,574.97$ 5,149.94$
11.20$ 1,120.00$ 12.60$ 1,260.00$ 32.75$ 3,275.00$ 9.27$ 927.00$
73.00$ 3,650.00$ 94.50$ 4,725.00$ 62.00$ 3,100.00$ 78.91$ 3,945.50$
7,820.00$ 31,280.00$ 4,725.00$ 18,900.00$ 5,450.00$ 21,800.00$ 4,171.46$ 16,685.84$
12,000.00$ 12,000.00$ 26,250.00$ 26,250.00$ 6,625.00$ 6,625.00$ 11,888.14$ 11,888.14$
1,560.00$ 6,240.00$ 210.00$ 840.00$ 799.00$ 3,196.00$ 1,544.98$ 6,179.92$
10.40$ 11,429.60$ 9.45$ 10,385.55$ 9.85$ 10,825.15$ 5.15$ 5,659.85$
20.90$ 23,073.60$ 12.60$ 13,910.40$ 12.95$ 14,296.80$ 7.21$ 7,959.84$
18.80$ 11,280.00$ 23.71$ 14,226.00$ 33.00$ 19,800.00$ 31.92$ 19,152.00$
6.60$ 26,386.80$ 24.00$ 95,952.00$ 6.00$ 23,988.00$ 5.67$ 22,668.66$
15.40$ 1,694.00$ 40.50$ 4,455.00$ 64.50$ 7,095.00$ 15.19$ 1,670.90$
694.00$ 20,126.00$ 556.00$ 16,124.00$ 300.00$ 8,700.00$ 684.94$ 19,863.26$
1,250.00$ 5,000.00$ 806.40$ 3,225.60$ 700.00$ 2,800.00$ 1,235.99$ 4,943.96$
26,478.12$
18,601,956.57$
1,458,576.49$
167,789.57$
2,057,976.00$ 1,661,714.14$ 1,890,476.15$
18,221,556.11$
18,595.00$
18,429,897.40$
23,804.60$ 26,820.00$
18,115,000.00$
202,750.00$ 264,568.95$ 239,342.95$
Page 13 of 19
Item Descrption Qty. Units
ROADWAY ITEMSMOBILIZATION 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN M.O.T.) PHASE A 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN M.O.T.) PHASE B 1 LS
MAINTENANCE OF TRAFFIC (INCL. PEDESTRIAN M.O.T.) PHASE D 1 LS
CLEARING AND GRUBBING PHASE A 1 LS
CLEARING AND GRUBBING PHASE B 1 LS
CLEARING AND GRUBBING PHASE D 1 LS
FLOATING TURBIDITY BARRIER 291 LF
REGULAR EXCAVATION 9,209 CY
SUBSOIL EXCAVATION 1,190 CY
POND EXCAVATION 133,988 CY
LATERAL DITCH EXCAVATION 1,340 CY
EMBANKMENT (COMPACTED IN PLACE) 37,867 CY
TYPE B STABILIZATION (LBR 40) (12") 138,493 SY
OPTIONAL BASE GROUP 1 8,506 SY
OPTIONAL BASE GROUP 7 117,595 SY
OPTIONAL BASE GROUP 13 7,601 SY
MILL EXISTING ASPHALT PAVEMENT (1" AVG. THICK) 13,463 SY
MISCELLANEOUS ASPHALT PAVEMENT 47 TN
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL A) 564 TN
SUPERPAVE ASPHALT CONCRETE (TRAFFIC LEVEL C) 9,492 TN
STRUCTURAL OVERBUILD (TYPE SP) 186 TN
ASPHALTIC CONCRETE FRICTION COURSE(1.0") (FC-9.5) 7,151 TN
CLASS I CONCRETE (GRAVITY WALL) 532 CY
CLASS IV CONCRETE 555 CY
REINFORCING STEEL (GRADE 60) 147,151 LB
INLETS (CURB) (TYPE P-1) 2 EA
INLETS (CURB) (TYPE P-5) 31 EA
INLETS (CURB) (TYPE P-6) 30 EA
INLETS (CURB) (TYPE P-6) WITH BAFFLE 1 EA
INLETS (CURB) (TYPE J-2)>10' 1 EA
INLETS (CURB) (TYPE J-5) 4 EA
INLETS (CURB) (TYPE J-5)>10' 4 EA
INLETS (CURB) (TYPE J-6) 8 EA
INLETS (CURB) (TYPE P-6)>10' 3 EA
Item #
17
18
19
20
31
32
33
34
35
26
27
28
29
30
1
2
3
4
5
11
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
12
13
14
15
6
7
8
9
10
21
22
23
24
25
16
Unit Price Amount Unit Price Amount
1,082,562.00$ 1,082,562.00$ 2,055,000.00$ 2,055,000.00$
1,022,520.00$ 1,022,520.00$ 755,000.00$ 755,000.00$
10,000.00$ 10,000.00$ 155,000.00$ 155,000.00$
50,000.00$ 50,000.00$ 55,000.00$ 55,000.00$
758,127.00$ 758,127.00$ 355,000.00$ 355,000.00$
20,000.00$ 20,000.00$ 155,000.00$ 155,000.00$
10,000.00$ 10,000.00$ 55,000.00$ 55,000.00$
10.00$ 2,910.00$ 10.50$ 3,055.50$
20.00$ 184,180.00$ 11.00$ 101,299.00$
5.00$ 5,950.00$ 13.55$ 16,124.50$
2.00$ 267,976.00$ 11.25$ 1,507,365.00$
20.00$ 26,800.00$ 14.55$ 19,497.00$
10.00$ 378,670.00$ 5.00$ 189,335.00$
2.40$ 332,383.20$ 3.25$ 450,102.25$
13.30$ 113,129.80$ 18.55$ 157,786.30$
11.70$ 1,375,861.50$ 14.55$ 1,711,007.25$
20.00$ 152,020.00$ 22.55$ 171,402.55$
3.70$ 49,813.10$ 2.75$ 37,023.25$
300.00$ 14,100.00$ 455.00$ 21,385.00$
124.50$ 70,218.00$ 169.00$ 95,316.00$
89.00$ 844,788.00$ 135.00$ 1,281,420.00$
122.00$ 22,692.00$ 185.00$ 34,410.00$
130.00$ 929,630.00$ 152.50$ 1,090,527.50$
486.00$ 258,552.00$ 415.00$ 220,780.00$
1,660.00$ 921,300.00$ 900.00$ 499,500.00$
0.75$ 110,363.25$ 1.00$ 147,151.00$
9,752.00$ 19,504.00$ 9,555.00$ 19,110.00$
5,926.00$ 183,706.00$ 4,955.00$ 153,605.00$
6,925.00$ 207,750.00$ 5,255.00$ 157,650.00$
8,268.00$ 8,268.00$ 7,955.00$ 7,955.00$
15,476.00$ 15,476.00$ 9,055.00$ 9,055.00$
8,374.00$ 33,496.00$ 9,555.00$ 38,220.00$
13,767.00$ 55,068.00$ 10,555.00$ 42,220.00$
9,408.00$ 75,264.00$ 6,555.00$ 52,440.00$
7,950.00$ 23,850.00$ 7,855.00$ 23,565.00$
RUSSELL ENGINEERING, INC. JW CHEATHAM, LLC.
Page 14 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
INLETS (DITCH BOTTOM) (TYPE H) >10' 2 EA
INLETS (DITCH BOTTOM) (TYPE C) 16 EA
INLETS (DITCH BOTTOM) (TYPE E) 4 EA
MANHOLE (TYPE P- 7) 4 EA
MANHOLE (TYPE P-7) >10' 8 EA
MANHOLE (TYPE 7) PARTIAL 2 EA
MANHOLE (TYPE J-7) 3 EA
MANHOLE (TYPE J-7) WITH BAFFLE 2 EA
MANHOLE (TYPE J-7) >10' 2 EA
INLETS (CURB) (TYPE P-9) 4 EA
YARD DRAIN 7 EA
PVC PIPES (15") 447 LF
HDPE PIPE CULVERT (15") 30 LF
HDPE FLARED END SECTION (15") 2 EA
PIPE CULVERT (18") (STORM) 5,433 LF
PIPE CULVERT (24") (STORM) 3,352 LF
PIPE CULVERT (30") (STORM) 3,594 LF
PIPE CULVERT (36") (STORM) 1,077 LF
PIPE CULVERT (42") (STORM) 1,692 LF
PIPE CULVERT (48") (STORM) 509 LF
PIPE CULVERT (54") (STORM) 333 LF
PIPE CULVERT (60") (STORM) 544 LF
CONCRETE PIPE CULVERT ELLIPTICAL (92"X143") 467 LF
CONCRETE PIPE CULVERT ELLIPTICAL (12"X18") 1,346 LF
MITERED END SECTION (ELLIPTICAL) (12"X18") 23 EA
MITERED END SECTION (CIRCULAR) (15") 1 EA
MITERED END SECTION (CIRCULAR) (24") 2 EA
MITERED END SECTION (CIRCULAR) (36") 2 EA
MITERED END SECTION (CIRCULAR) (42") 1 EA
MITERED END SECTION (CIRCULAR) (48") 1 EA
CORRUGATED ALUMINUM PIPE CULVERT (18") 40 LF
CORRUGATED ALUMINUM PIPE CULVERT (60") 30 LF
STORM SEWER PUMPING (EXIST) (24" OR LESS) (SEE SP'S) 1,099 LF
STORM SEWER PUMPING (> 24" TO 48") (SEE SP'S) 1,464 LF
CONCRETE CURB & GUTTER TYPE F 37,025 LF
ENGRAVING CURB FACE 5 EA71
66
67
68
69
70
61
62
63
64
65
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
Unit Price Amount Unit Price Amount
RUSSELL ENGINEERING, INC. JW CHEATHAM, LLC.
9,116.00$ 18,232.00$ 7,855.00$ 15,710.00$
2,763.00$ 44,208.00$ 2,855.00$ 45,680.00$
3,816.00$ 15,264.00$ 6,555.00$ 26,220.00$
4,664.00$ 18,656.00$ 5,055.00$ 20,220.00$
6,360.00$ 50,880.00$ 6,555.00$ 52,440.00$
2,968.00$ 5,936.00$ 1,555.00$ 3,110.00$
6,607.00$ 19,821.00$ 5,455.00$ 16,365.00$
13,568.00$ 27,136.00$ 7,855.00$ 15,710.00$
8,904.00$ 17,808.00$ 5,555.00$ 11,110.00$
4,346.00$ 17,384.00$ 3,255.00$ 13,020.00$
2,082.00$ 14,574.00$ 850.00$ 5,950.00$
63.60$ 28,429.20$ 66.00$ 29,502.00$
36.00$ 1,080.00$ 75.00$ 2,250.00$
795.00$ 1,590.00$ 555.00$ 1,110.00$
84.80$ 460,718.40$ 75.55$ 410,463.15$
89.15$ 298,830.80$ 90.55$ 303,523.60$
108.15$ 388,691.10$ 125.55$ 451,226.70$
122.00$ 131,394.00$ 140.55$ 151,372.35$
165.50$ 280,026.00$ 160.55$ 271,650.60$
235.00$ 119,615.00$ 210.55$ 107,169.95$
403.00$ 134,199.00$ 290.55$ 96,753.15$
323.50$ 175,984.00$ 350.55$ 190,699.20$
3,790.00$ 1,769,930.00$ 3,005.00$ 1,403,335.00$
103.00$ 138,638.00$ 55.00$ 74,030.00$
1,802.00$ 41,446.00$ 1,255.00$ 28,865.00$
1,696.00$ 1,696.00$ 1,555.00$ 1,555.00$
1,908.00$ 3,816.00$ 2,555.00$ 5,110.00$
4,346.00$ 8,692.00$ 5,255.00$ 10,510.00$
5,512.00$ 5,512.00$ 6,555.00$ 6,555.00$
6,572.00$ 6,572.00$ 7,555.00$ 7,555.00$
170.00$ 6,800.00$ 55.00$ 2,200.00$
528.00$ 15,840.00$ 255.00$ 7,650.00$
4.00$ 4,396.00$ 5.55$ 6,099.45$
6.00$ 8,784.00$ 8.55$ 12,517.20$
22.60$ 836,765.00$ 25.55$ 945,988.75$
500.00$ 2,500.00$ 300.00$ 1,500.00$
Page 15 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
CONCRETE SIDEWALK (4" THICK) 8,521 SY
CONCRETE SIDEWALK (6" THICK) (DRIVEWAY) 411 SY
COLOR TREATED & STAMPED CONCRETE (SEE SP's) 272 SY
PIPE GUIDERAIL (STEEL) 4,424 LF
RIP-RAP (SAND CEMENT) 339 CY
RIP-RAP (ARTICULATING BLOCK) 1,155 SY
RIP-RAP (RUBBLE) 865 TN
BEDDING STONE 1,292 TN
GUARDRAIL (ROADWAY) 3,779 LF
GUARDRAIL (SHOP BENT PANELS) 50 LF
SPECIAL GUARDRAIL POST (STEEL) 18 EA
SPECIAL GUARDRAIL POST (ENCASED) 24 EA
END ANCHORAGE ASSEMBLIES (PARALLEL) 9 EA
END ANCHORAGE ASSEMBLIES (TYPE II) 13 EA
END ANCHORAGE ASSEMBLIES (TYPE CRT) 3 EA
TYPE B FENCE (6' HIGH) (W/TOP RAIL) GREEN VINYL CLAD 5,117 LF
3-RAIL FENCE 1,555 LF
FENCE GATE (TYPE B) (15' SWING GATE) 2 EA
SLIDING FENCE GATE (CANTILEVER) (TYPE B) (15') GREEN VINYL CLAD 3 EA
DIRECTIONAL BORE 321 LF
SOD 82,064 SY
6" PVC CONDUIT IRRIGATION SLEEVE (SCH 80) (SEE SP'S) 3,573 LF
3-2" PVC CONDUITS (SCH 40) TRAFFIC (SAME TRENCH) 12,809 LF
TRAFFIC PULL BOX (SMALL) (17"x30"x24"D) 21 EA
TRAFFIC PULL BOX (LARGE) (30"x48"x24"D) 9 EA
SUBTOTAL (ROADWAY)
SIGNALIZATION PAY ITEMS97 630-2-11-2 2" PVC (SCH 40) UNDERGROUND CONDUIT 1,308 LF
98 630-2-11-2A ADDITIONAL 2" PVC (SCH 40) CONDUIT, IN OPEN TRENCH 250 LF
99 630-2-12-2-2 2-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 236 LF
100 630-2-12-2-3 3-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 125 LF
101 630-2-12-2-4 4-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 80 LF
102 630-2-12-2-5 5-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 320 LF
103 630-2-14-2 2" RIGID CONDUIT HOT DIPPED GALVANIZED CONDUIT SURFACE MOUNTED 20 LF
104 632-7-1-19G SIGNAL CABLE (SPAN LENGTH 751' - Greater) 1 PI
105 632-7-1-4 SIGNAL CABLE - 4 CONDUCTORS (OUTSIDE OF INTERSECTION) 360 LF
94
95
89
90
91
92
93
85
86
87
88
76
77
78
79
80
81
82
83
84
72
73
74
75
96
Unit Price Amount Unit Price Amount
RUSSELL ENGINEERING, INC. JW CHEATHAM, LLC.
38.90$ 331,466.90$ 34.55$ 294,400.55$
38.90$ 15,987.90$ 45.00$ 18,495.00$
85.50$ 23,256.00$ 55.00$ 14,960.00$
51.15$ 226,287.60$ 35.00$ 154,840.00$
678.50$ 230,011.50$ 113.00$ 38,307.00$
148.50$ 171,517.50$ 145.00$ 167,475.00$
117.00$ 101,205.00$ 90.00$ 77,850.00$
101.00$ 130,492.00$ 95.55$ 123,450.60$
24.15$ 91,262.85$ 36.55$ 138,122.45$
27.00$ 1,350.00$ 21.00$ 1,050.00$
146.00$ 2,628.00$ 275.00$ 4,950.00$
60.00$ 1,440.00$ 350.00$ 8,400.00$
2,400.00$ 21,600.00$ 3,500.00$ 31,500.00$
946.00$ 12,298.00$ 1,400.00$ 18,200.00$
2,528.00$ 7,584.00$ 3,730.00$ 11,190.00$
21.50$ 110,015.50$ 20.00$ 102,340.00$
18.00$ 27,990.00$ 22.00$ 34,210.00$
1,450.00$ 2,900.00$ 1,500.00$ 3,000.00$
2,185.00$ 6,555.00$ 2,250.00$ 6,750.00$
19.50$ 6,259.50$ 33.00$ 10,593.00$
2.10$ 172,334.40$ 3.55$ 291,327.20$
27.15$ 97,006.95$ 20.00$ 71,460.00$
7.30$ 93,505.70$ 8.50$ 108,876.50$
513.00$ 10,773.00$ 910.00$ 19,110.00$
1,372.00$ 12,348.00$ 1,590.00$ 14,310.00$
6.60$ 8,632.80$ 6.10$ 7,978.80$
2.85$ 712.50$ 2.60$ 650.00$
22.70$ 5,357.20$ 21.00$ 4,956.00$
35.65$ 4,456.25$ 33.00$ 4,125.00$
54.00$ 4,320.00$ 50.00$ 4,000.00$
35.65$ 11,408.00$ 33.00$ 10,560.00$
32.00$ 640.00$ 29.00$ 580.00$
5,832.00$ 5,832.00$ 5,400.00$ 5,400.00$
2.60$ 936.00$ 2.40$ 864.00$
18,363,200.50$ 16,666,846.65$
Page 16 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
106 632-7-1-4A PEDESTRIAN SIGNAL CABLE - 4 CONDUCTOR 1 PI
107 632-7-1-7A PEDESTRIAN SIGNAL CABLE - 7 CONDUCTOR 1 PI
108 635-2-12-A PULL BOX (17" x 30" x 12"D) HEAVY DUTY COVERS (TIER 15) 26 EA
109 639-1-121 ELECTRICAL POWER SERVICE WITH METER BASE (UNDERGROUND) METER FURNISHED BY POWER COMPANY 1 AS
110 639-2-1-3 ELECTRICAL SERVICE WIRE (SIGLE PHASE 3-WIRE, TRIPLEX) 240 LF
111 639-3-11 ELECTRICAL SERVICE DISCONNECT (BREAKER BOX, SHEET T 6.2 OF PBC STANDARDS) 1 EA
112 641-2-12-12 PRESTRESSED CONCRETE POLE (12' TYPE P-II ) 1 EA
113 641-2-80CONCRETE POLE REMOVAL - DEEP (INCLUDES POLE AND COMPLETE REMOVAL OF THE POLE FOUNDATIOND DEPTH OF UP TO 25 FEET) INCLUDES DISPOSAL OF POLE WHEN INSTRUCTED BY ENGINEER
2 EA
114 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL WITH TRANSFORMER BASE (8 FEET ABOVE GROUND) 6 EA
115 649-21-3G STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL (WS-170), SINGLE 40' GALVANIZED WITHOUT STREET LIGHT 1 EA
116 649-21-10G STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL (WS-170) , SINGLE 60' GALVANIZED WITH STREET LIGHT 2 EA
117 649-21-15G STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL (WS-170), SINGLE 70' GALVANIZED WITH STREET LIGHT 1 EA
118 650-1-13 TRAFFIC SIGNAL HEAD ALUMINUM (3-SECTION, 1-WAY) INCLUDES BACKPLATES 9 AS
119 650-1-15 TRAFFIC SIGNAL HEAD ALUMINUM (5-SECTION, 1-WAY) INCLUDES BACKPLATES 2 AS
120 650-1-60 TRAFFIC SIGNAL HEAD ASSEMBLY, REMOVAL 3 EA
121 653-191 PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM 6 EA
122 660-4-10-B3 VIDEO IMAGE DETECTION 3 - CAMERA SYSTEM (ITERIS) COMPLETE. 1 EA
123 665-1-11 PEDESTRIAN DETECTOR (PUSH BUTTON) 6 EA
124 670-5-11-A TRAFFIC CONTROLLER ASSEMBLY (TYPE 5) AS PER NAZTEC 1 AS
125 670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 5 AS
126 690-80 REMOVE SPAN WIRE ASSEMBLY 1 PI
127 700-5-21 INTERNALLY ILLUMINATED SIGN (6') FLUORESCENT 2 EA
128 700-5-22 INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT 1 EA
129 700-1-11 SINGLE POST SIGN (F&I) GROUND (LESS OR EQUAL TO 12 SF) 2 EA
130 700-3-201 SIGN PANEL (F&I) (OVERHEAD) LESS OR EQUAL TO 12SF) 3 EA
131 700-3-601 SIGN PANEL (REMOVE) (LESS OR EQUAL TO 12SF) 3 EA
132 700-12-22 GROUND MOUNT SOLAR-POWERED SIGN BEACON (TWO BEACONS)-INCLUDING SCHOOL ZONE FLASHERS 1 EA
SUBTOTAL (SIGNALIZATION)
PBC WATER UTILITY (PBWUD) ITEMS16" DIP Push-on Joint Water Main 1,523 LF
4" PVC Push-On Joint Water Main 8 LF
8" DIP Push-on Joint Water Main 20 LF
8" PVC Push-On Joint Force Main 140 LF
12" PVC Push-On Joint Water Main 385 LF137
134
135
133
136
Unit Price Amount Unit Price Amount
RUSSELL ENGINEERING, INC. JW CHEATHAM, LLC.
1,275.00$ 1,275.00$ 1,180.00$ 1,180.00$
1,610.00$ 1,610.00$ 1,490.00$ 1,490.00$
940.00$ 24,440.00$ 870.00$ 22,620.00$
2,333.00$ 2,333.00$ 2,160.00$ 2,160.00$
4.10$ 984.00$ 3.80$ 912.00$
1,426.00$ 1,426.00$ 1,320.00$ 1,320.00$
1,048.00$ 1,048.00$ 967.00$ 967.00$
4,234.00$ 8,468.00$ 3,920.00$ 7,840.00$
1,253.00$ 7,518.00$ 1,160.00$ 6,960.00$
37,465.00$ 37,465.00$ 38,000.00$ 38,000.00$
51,948.00$ 103,896.00$ 48,413.00$ 96,826.00$
54,930.00$ 54,930.00$ 51,413.00$ 51,413.00$
1,134.00$ 10,206.00$ 1,050.00$ 9,450.00$
1,685.00$ 3,370.00$ 1,560.00$ 3,120.00$
40.00$ 120.00$ 37.00$ 111.00$
670.00$ 4,020.00$ 620.00$ 3,720.00$
25,315.00$ 25,315.00$ 23,550.00$ 23,550.00$
151.00$ 906.00$ 140.00$ 840.00$
37,044.00$ 37,044.00$ 34,055.00$ 34,055.00$
637.00$ 3,185.00$ 590.00$ 2,950.00$
1,437.00$ 1,437.00$ 1,330.00$ 1,330.00$
3,013.00$ 6,026.00$ 2,790.00$ 5,580.00$
3,013.00$ 3,013.00$ 2,790.00$ 2,790.00$
724.00$ 1,448.00$ 670.00$ 1,340.00$
670.00$ 2,010.00$ 620.00$ 1,860.00$
40.00$ 120.00$ 37.00$ 111.00$
10,357.00$ 10,357.00$ 9,655.00$ 9,655.00$
97.50$ 148,492.50$ 95.00$ 144,685.00$
28.00$ 224.00$ 26.00$ 208.00$
46.00$ 920.00$ 43.00$ 860.00$
30.00$ 4,200.00$ 28.00$ 3,920.00$
49.00$ 18,865.00$ 46.00$ 17,710.00$
371,263.80$ 396,264.75$
Page 17 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
12" DIP Push-On Joint Water Main 50 LF
6" PVC Push-On Joint Force Main 145 LF
8" PVC Push-On Joint Water Main 2,150 LF
8" DIP Push-on Joint Force Main 235 LF
6" PVC Push-On Joint Water Main 73 LF
Grouting/Deactivation of Existing 4" Pipe 45 LF
Grouting/Deactivation of Existing 8" Pipe 140 LF
Grouting/Deactivation of Existing 12" Pipe 160 LF
Grouting/Deactivation of Existing 16" Pipe 1,440 LF
Ductile Iron Fittings for Water Main 6.18 TN
Ductile Iron Fittings for Force Main 0.59 TN
12" DIP/PVC X HDPE Adapter 4 EA
16" DIP/PVC X HDPE Adapter 4 EA
6" Restraint Harness for PVC 9 EA
8" Restraint Harness for PVC 42 EA
12" Restraint Harness for PVC 10 EA
16" Restraint Harness for DIP 19 EA
4" Mechanical Joint Restraint for PVC 3 EA
6" Mechanical Joint Restraint for PVC 17 EA
8" Mechanical Joint Restraint for PVC 197 EA
12" Mechanical Joint Restraint for PVC 21 EA
16" Mechanical Joint Restraint for DIP 30 EA
4" Gate Valve and Box 1 EA
6" Gate Valve and Box 4 EA
8" Gate Valve and Box 10 EA
12" Gate Valve and Box 3 EA
16" Butterfly Valves 2 EA
16" X 8" Tapping Sleeve w/ Valve and Valve Box 18 EAFire Hydrant Assembly with Captivator Caps, 6" Gate Valve & Anchor Tee Assembly & 10-ft of 6" RJ DIP 27 EA
Relocate Fire Hydrant 5 EA
Deflect WM Around Single Catch Basin w/ fittings (16") 18 EA
Deflect WM Around Single Catch Basin w/fittings (12") 3 EA
Deflect FM Around Single Catch Basin w/ fittings (8") 4 EA
Support & Protect F.M. & Appurtenances ( 8" ) 1 EA
2" Air Release Valve w/Manhole for Force Main 1 EA
12" Double Line Stop 1 EA
165
166
168
169
170
153
154
155
171
156
157
158
159
160
161
162
163
164
144
145
146
147
148
149
150
151
152
138
139
140
141
142
143
172
173
167
Unit Price Amount Unit Price Amount
RUSSELL ENGINEERING, INC. JW CHEATHAM, LLC.
75.00$ 3,750.00$ 70.00$ 3,500.00$
27.00$ 3,915.00$ 25.00$ 3,625.00$
30.25$ 65,037.50$ 28.00$ 60,200.00$
68.00$ 15,980.00$ 63.00$ 14,805.00$
27.00$ 1,971.00$ 25.00$ 1,825.00$
12.00$ 540.00$ 11.00$ 495.00$
11.50$ 1,610.00$ 11.00$ 1,540.00$
15.50$ 2,480.00$ 15.00$ 2,400.00$
17.50$ 25,200.00$ 17.00$ 24,480.00$
5,184.00$ 32,037.12$ 5,413.00$ 33,452.34$
12,930.00$ 7,628.70$ 13,413.00$ 7,913.67$
751.00$ 3,004.00$ 700.00$ 2,800.00$
1,377.00$ 5,508.00$ 1,355.00$ 5,420.00$
421.00$ 3,789.00$ 400.00$ 3,600.00$
544.00$ 22,848.00$ 505.00$ 21,210.00$
772.00$ 7,720.00$ 755.00$ 7,550.00$
1,178.00$ 22,382.00$ 1,100.00$ 20,900.00$
278.00$ 834.00$ 300.00$ 900.00$
339.00$ 5,763.00$ 315.00$ 5,355.00$
373.00$ 73,481.00$ 355.00$ 69,935.00$
500.00$ 10,500.00$ 470.00$ 9,870.00$
696.00$ 20,880.00$ 655.00$ 19,650.00$
1,600.00$ 1,600.00$ 1,500.00$ 1,500.00$
1,841.00$ 7,364.00$ 1,755.00$ 7,020.00$
2,464.00$ 24,640.00$ 2,300.00$ 23,000.00$
3,852.00$ 11,556.00$ 3,600.00$ 10,800.00$
7,905.00$ 15,810.00$ 7,400.00$ 14,800.00$
10,508.00$ 189,144.00$ 9,755.00$ 175,590.00$
5,995.00$ 161,865.00$ 5,560.00$ 150,120.00$
2,989.00$ 14,945.00$ 3,413.00$ 17,065.00$
11,172.00$ 201,096.00$ 11,000.00$ 198,000.00$
3,166.00$ 9,498.00$ 2,950.00$ 8,850.00$
5,737.00$ 22,948.00$ 5,855.00$ 23,420.00$
1,527.00$ 1,527.00$ 1,555.00$ 1,555.00$
10,790.00$ 10,790.00$ 10,413.00$ 10,413.00$
13,852.00$ 13,852.00$ 13,413.00$ 13,413.00$
Page 18 of 19
Item Descrption Qty. UnitsItem #
BID TABULATIONSSEMINOLE PRATT WHITNEY RD. FROM ORANGE BLVD. TO S. OF NORTHLAKE BLVD. &
SEMINOLE PRATT WHITNEY RD. & NORTHLAKE BLVD. INTERSECTION IMPROVEMENTS CONTRACT
PBC PROJECT #1997511D & 1997512A3
12" Single Line Stop 2 EA
16" Double Line Stop 13 EA
16" Single Line Stop 1 EA
Sample Points on Fire Hydrants 27 EA
Sample Points w/ Corp Stop 5 EA
1.5" Polyethylene Meter Service 1 EA
4" - 12" Diameter Connection to Existing Water Main (Joint Restraint for existing pipe to be included) 15 EA
6" - 8" Diameter Connection to Existing Force Main (Joint Restraint for existing pipe to be included) 9 EA
16" Diameter Connection to Existing Water Main (Joint Restraint for existing pipe to be included) 8 EA
Removal of Existing 1.5" Water Main 1,452 LF
Record Drawings 7,226 LF
Construction Survey 7,226 LF
Warning Detection Mat 1 EA
SUBTOTAL (PBCWUD)
CONTINGENCY ITEMS (ROADWAY)FLOWABLE FILL 80 CY
CLASS 1 CONCRETE (MISCELLANEOUS) 120 CY
PREMIUM FOR CONFLICT CONDITION (SEE SP'S) 1 EA
TREE RELOCATION 2 EA
CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) 100 ED
TRAFFIC CONTROL OFFICER (NON MOT) 50 HR
STRUCTURE BOTTOM TYPE J 4 EA
LITTORAL PLANTING 1 LS
MONITORING, MAINTENANCE, AND REPORT 4 EA
STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) 1,099 LF
STORM SEWER CLEANING (EXIST.) ( > 24" TO 48") (SEE SP'S) 1,104 LF
REMOVE & RESET FENCE (RELOCATE) 600 LF
TEMPORARY FENCE 3,998 LF
SUBTOTAL (ROADWAY CONTINGENCY)
CONTINGENCY ITEMS (PBCWUD)SUPPORT AND PROTECT UTILITY 110 LF
ADJUST UTILITY VALVE BOX 29 LF
UTILITY MANHOLE COVER ADJUSTMENT 4 EA
SUBTOTAL (PBCWUD CONTINGENCY)
TOTAL BID
188
189
190
191
192
193
194
195
196
197
198
201
202
187
200
182
183
184
177
178
179
180
181
174
175
176
185
186
199
Unit Price Amount Unit Price Amount
RUSSELL ENGINEERING, INC. JW CHEATHAM, LLC.
14,692.00$ 29,384.00$ 15,000.00$ 30,000.00$
20,500.00$ 266,500.00$ 19,000.00$ 247,000.00$
11,348.00$ 11,348.00$ 11,555.00$ 11,555.00$
359.00$ 9,693.00$ 355.00$ 9,585.00$
845.00$ 4,225.00$ 813.00$ 4,065.00$
3,536.00$ 3,536.00$ 3,500.00$ 3,500.00$
4,400.00$ 66,000.00$ 4,413.00$ 66,195.00$
3,487.00$ 31,383.00$ 3,413.00$ 30,717.00$
10,305.00$ 82,440.00$ 9,555.00$ 76,440.00$
6.60$ 9,583.20$ 6.25$ 9,075.00$
1.00$ 7,226.00$ 1.55$ 11,200.30$
1.00$ 7,226.00$ 1.55$ 11,200.30$
375.00$ 375.00$ 280.00$ 280.00$
145.00$ 11,600.00$ 170.00$ 13,600.00$
450.00$ 54,000.00$ 225.00$ 27,000.00$
5,088.00$ 5,088.00$ 4,855.00$ 4,855.00$
1,500.00$ 3,000.00$ 3,000.00$ 6,000.00$
14.00$ 1,400.00$ 15.00$ 1,500.00$
55.00$ 2,750.00$ 55.00$ 2,750.00$
4,770.00$ 19,080.00$ 4,555.00$ 18,220.00$
5,000.00$ 5,000.00$ 11,555.00$ 11,555.00$
550.00$ 2,200.00$ 6,000.00$ 24,000.00$
6.00$ 6,594.00$ 10.00$ 10,990.00$
8.00$ 8,832.00$ 20.00$ 22,080.00$
31.00$ 18,600.00$ 31.00$ 18,600.00$
6.60$ 26,386.80$ 6.00$ 23,988.00$
42.00$ 4,620.00$ 35.00$ 3,850.00$
573.00$ 16,617.00$ 450.00$ 13,050.00$
830.00$ 3,320.00$ 975.00$ 3,900.00$
1,655,167.61$
185,138.00$
20,800.00$
20,595,569.91$
24,557.00$
18,977,313.22$
1,725,114.02$
164,530.80$
Page 19 of 19
Note # PAY ITEM FOOTNOTES
1 MOT SHALL INLCUDE THE COST OF ANY TEMPORARY PAVEMENT, AND TEMPORARY CONC. BARRIERS AS REQUIRED.
1 ALL ITEMS SHALL INCLUDE COST TO FURNISH AND INSTALL UNLESS OTHERWIDE NOTED.
2 ALL STRUCTURES BOXES ARE 10 FEET OR LESS IN DEPTH UNLESS OTHERWISE NOTED.
3 OPTIONAL BASE GROUP AND ASPHALTIC CONCRETE ITEMS INCLUDE BITUMINOUS MATERIAL AND TACK COAST AS REQUIRED.
4 THE COST FOR "SAW CUT AND BUTT JOINT", AS REQUIRED, SHALL BE INCIDENTAL TO THE RELATED ASPHALT ITEM.
4 THE COST OF BREAKING INTO EXITING STRUCTURES IS INCIDENTAL TO COST OF PIPE.
5 PREMIUM FOR CONFLICT CONDITION SHALL INCLUDE COSTS OF BACK FILLING REQUIRED OVER THE PIPE TO FINISHED GRADES AS SHOWN ON THE PLANS.
6 THE COST OF PIPE SHALL INCLUDE THE COST OF BACK FILLING REQUIRED OVER PIPE TO FINISHED GRADES AS ASHOWN ON THE PLANS. ALSO, INCLUDES COST OF CONCRETE COLLARS WHERE NECESSARY.
7 CONNECTION OF THE NEW GUARDRAIL TO THE EXISTING GUARDRAIL ARE INCLUDED IN THE WORK FOR "GUARDRAIL", LF.
8 LATERAL DITCH EXCAVATION, CY INCLUDES 928 CY FOR SWALE REGRADING.
9 MANHOLE (TYPE J-7) INCLUDES 1 EA CONTINGENCY ITEM.
10 MANHOLE (TYPE P-7)(>10') INCLUDES 20 LF OF CONCRETE CURB & GUTTER REMOVAL REQUIRED FOR PBCWUD.
11 INLETS (CURB) (TYPE P-6)(>10') INCLUDES 1 EA CONTINGENCY ITEM.
12 MANHOLE (TYPE 7) PARTIAL INCLUDES COST FOR CONSTRUCTION AND REPLACEMENT OF MANHOLE TOP.
13 CLEARING AND GRUBBING, LS INCLUDES 20 LF OF CONCRETE CURB & GUTTER REMOVAL REQUIRED FOR PBCWUD.
14 SOD, SY INCLUDES 695 FOR PBCWUD.
15 CONCRETE SIDWALK (4" THICK), SY INCLUDES 10 SY FOR PUBCWUD.
16 CONCRETE CURB & GUTTER TYPE F, LF INCLUDES 20 LF FOR PCBWUD AND COST OF CURB PAD, DROP CURB, AND MODIFIED TYPE F CURB & GUTTER.
17 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.
18 REINFORCING STEEL (GRAD 60), LB INCLUDES 77,688 LB FOR RETAINING WALL.
19 CLASS IV CONCRETE, CY INCLUDES 238 CY FOR ENDWALL.
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.