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Agenda 09/12/2017 Item #11A
09/12/2017 EXECUTIVE SUMMARY Recommendation to award a construction contract in the amount of $2,421,251.40 to Haskins, Inc. for Invitation to Bid No. 17-7170 - Tree Farm Road Phase II and to authorize the necessary budget amendments. (Project Nos. 61001 and 70178) ____________________________________________________________________________________ OBJECTIVE: To improve the interconnection between Immokalee Road and Collier Boulevard to provide safe access, and accommodate the increased traffic due to significant growth in the area. CONSIDERATIONS: On June 12, 2017, the Procurement Services Division advertised Invitation to Bid (ITB) No. 17-7170 - Tree Farm Road Phase II utilizing design plans that were prepared by CH2M Hill Engineers, Inc. and funded by a private developer through a DCA at its sole cost and expense. The specifications in the solicitation incorporated all design elements for road and drainage infrastructure. The County sent out 2,139 notifications; 108 sets of plans and specifications were downloaded. The County received eleven (11) bids, which were opened and read aloud at 3:00 pm on August 4, 2017. A summary of the bids received is as follows: Contractor Bid Haskins, Inc. $ 2,421,251.40 PMI $ 2,559,624.00 Quality Enterprises USA, Inc. $ 2,619,991.53 Wright Construction, Inc. $ 2,729,338.03 Bonness Inc. $ 2,913,177.08 Owen Ames Kimball Co. $ 2,935,214.29 Coastal Concrete Products, LLC $ 3,048,512.20 Ajax Paving Ind., Inc. $ 3,310,924.55 Manhattan Road and Bridge Company $ 3,341,000.00 Mitchell & Stark Construction Company, Inc. non-responsive Earth Tech Enterprises, Inc non-responsive Transportation Engineering staff, as well as the Engineer of Record, performed a bid analysis on the contractor submittals and found Haskins, Inc. to be the lowest responsive bidder. The bid is 13.98% lower than the Engineer's Opinion of Probable Cost of $2,814,763. The Engineer’s Estimate, bid analysis and Engineer’s Recommendation to Award are included as attachments 3, 2, and 1, respectively. FISCAL IMPACT: Funding in the amount of $2,421,251.40 will be available from the following sources: Project # Division Fund Amount ($) Source of Funds 61001 GMD 313 $ 519,721.40 Gas Taxes 61001 GMD 331 $ 480,400.00 District 1 Impact Fees 61001 GMD 333 $ 480,400.00 District 2 Impact Fees 61001 GMD 313 $ 900,000.00 Developer Contribution 70178 PUD 412 $ 17,530.00 Water Capital 70178 PUD 414 $ 23,200.00 Sewer Capital Total $ 2,421,251.40 Budget amendments are needed to recognize and appropriate funds for developer contributions, utilities construction and project related expenses. 11.A Packet Pg. 66 09/12/2017 The County will maintain the new roadway construction, which has a maintenance curve of approximately 5 to 7 years before any incremental costs are required for repairs or replacement. LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority vote for Board approval. -SRT GROWTH MANAGEMENT IMPACT: The project is in accordance with the goals and objectives of the Transportation Element of the Growth Management Plan. RECOMMENDATION: To award ITB No. 17-7170 - Tree Farm Road to Haskins, Inc. in the amount of $2,421,251.40; authorize the Chair to sign the attached contract and authorize the necessary budget amendments. Prepared by: Mark D. McCleary, P.E., P.S.M., Principal Project Manager, Transportation Engineering Division, Growth Management Department ATTACHMENT(S) 1. Engineer's Estimate (PDF) 2. 17-7170 Bid Tabulation Analysis (PDF) 3. Engineer's Letter of Recommendation (PDF) 4. [Linked} 17-7170 Contract- Haskins_CAO (PDF) 5. 17-7170 NORA (PDF) 11.A Packet Pg. 67 09/12/2017 COLLIER COUNTY Board of County Commissioners Item Number: 11.A Doc ID: 3592 Item Summary: Recommendation to award a construction contract in the amount of $2,421,251.40 to Haskins, Inc. for Invitation to Bid No. 17-7170 - Tree Farm Road Phase II and to authorize the necessary budget amendments. (Project Nos. 61001 and 70178) (Jay Ahmad, Transportation Engineering Division Director) Meeting Date: 09/12/2017 Prepared by: Title: Project Manager – Transportation Engineering Name: Mark McCleary 08/08/2017 3:40 PM Submitted by: Title: Division Director - Transportation Eng – Transportation Engineering Name: Jay Ahmad 08/08/2017 3:40 PM Approved By: Review: Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Completed 08/16/2017 10:07 AM Growth Management Department Lisa Taylor Additional Reviewer Completed 08/16/2017 12:51 PM Public Utilities Planning and Project Management Tom Chmelik Additional Reviewer Completed 08/17/2017 4:19 PM Transportation Engineering Jay Ahmad Additional Reviewer Completed 08/22/2017 3:05 PM Growth Management Operations Support Allison Kearns Additional Reviewer Completed 08/22/2017 4:26 PM Growth Management Department Anthony Khawaja Additional Reviewer Completed 08/22/2017 5:37 PM Growth Management Department Gene Shue Additional Reviewer Completed 08/22/2017 5:56 PM Road Maintenance Travis Gossard Additional Reviewer Completed 08/24/2017 10:13 AM Procurement Services Swainson Hall Additional Reviewer Completed 08/24/2017 4:42 PM Procurement Services Sandra Herrera Additional Reviewer Completed 08/25/2017 9:48 AM Growth Management Department Diane Lynch Level 1 Reviewer Completed 08/25/2017 2:46 PM Procurement Services Kristofer Lopez Additional Reviewer Completed 08/28/2017 8:58 AM Growth Management Department Mark McCleary Additional Reviewer Skipped 08/15/2017 2:25 PM Procurement Services Ted Coyman Additional Reviewer Completed 08/28/2017 3:48 PM Growth Management Department James French Additional Reviewer Completed 08/28/2017 5:43 PM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 08/29/2017 2:24 PM 11.A Packet Pg. 68 09/12/2017 Growth Management Department Mark McCleary Department Head Review Skipped 08/08/2017 2:23 PM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 08/29/2017 3:26 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 08/29/2017 3:50 PM Office of Management and Budget Susan Usher Additional Reviewer Completed 09/05/2017 4:16 PM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 09/06/2017 10:39 AM Board of County Commissioners MaryJo Brock Meeting Pending 09/12/2017 9:00 AM 11.A Packet Pg. 69 Item No. QTY Unit Item Description CATEGORY I - ROADWAY Engineer's Unit Price Engineer's Total 101-1 1 LS MOBILIZATION 225,000.00$ 225,000$ 101-1-1 1 LS PROVIDE/MAINTAIN "AS BUILT" PLANS 10,000.00$ 10,000$ 101-1-2 1 LS PROVIDE CONSTRUCTION SURVEYING AND LAYOUT 30,000.00$ 30,000$ 101-1-3 1 LS PRESERVATION OF SURVEY MONUMENTS 1,500.00$ 1,500$ 102-1 1 LS MAINTENANCE OF TRAFFIC 30,000.00$ 30,000$ 104-10-3 5,600 LF STAKED SILT FENCE (TYPE III)1.50$ 8,400$ 104-18 17 EA INLET PROTECTION SYSTEM 110.00$ 1,870$ 110- 1- 1 7.76 AC CLEARING AND GRUBBING (INCLUDES EVERYTHING REMOVED: REMOVAL OF ASPHALT, CONCRETE, TREE REMOVAL, EXISTING PIPE, ETC.)10,000.00$ 77,600$ 120-1 130 CY EXCAVATION - ROADWAY 10.00$ 1,300$ 120-4 1,000 CY EXCAVATION - UNSUITABLE (MUCK REMOVAL)12.00$ 12,000$ 120-6 33,512 CY EMBANKMENT (4,500 CY ADDED FOR LOSS FROM TREE REMOVAL)18.00$ 603,216$ 160-4 15,471 SY TYPE B STABILIZATION (LBR 40) (12")3.75$ 58,016$ 285-709 15,471 SY BASE, OPTIONAL (BASE GROUP 9) (LIME ROCK 10")13.75$ 212,726$ 334-1-23 1,858 TN SUPERPAVE ASPHALTIC CONCRETE PG76-22 PMA 130.00$ 241,540$ 337-7-42 743 TN SUPERPAVE ASPHALTIC CONCRETE FRICTION COURSE FC-9.5, PG76-22 PMA 145.00$ 107,735$ 400-1- 112 CY CLASS I CONCRETE (GRAVITY WALL) (TRUCK APRON) (ENDWALLS)800.00$ 89,600$ 415-1- 1,529 LB REINFORCING STEEL (GRAVITY WALL) (TRUCK APRON)1.25$ 1,911$ 425-1-351 5 EA INLETS (P-5) (< 10)4,500.00$ 22,500$ 425-1-361 10 EA INLETS (P-6) (< 10)5,000.00$ 50,000$ 425-2- 1 EA MANHOLES (SPECIAL) (CONNECT TO EXISTING MANHOLE)1,000.00$ 1,000$ 425-2-4 4 EA MANHOLE/JUNCTION BOX (P-7) (INCLUDES CONNECTION TO EXISTING PIPES)6,000.00$ 24,000$ 425-2-7 2 EA MANHOLE/JUNCTION BOX (J-7) (INCLUDES CONNECTION TO EXISTING PIPES)8,000.00$ 16,000$ 430-175-118 390 LF PIPE CULVERT, (18") RCP 80.00$ 31,200$ 430-175-124 2,029 LF PIPE CULVERT, (24") RCP 95.00$ 192,755$ 430-175-136 225 LF PIPE CULVERT, (36") RCP 165.00$ 37,125$ 430-175-230 82 LF PIPE CULVERT, (24"x38") RCP 165.00$ 13,530$ 515-2-311 140 LF PED/BICYCLE RAILING (ALUMINUM) 42" PICKET RAIL 90.00$ 12,600$ 520-1-10 7,614 LF CONCRETE CURB AND GUTTER (TYPE F)16.00$ 121,824$ 520-2-8 302 LF CONCRETE CURB AND GUTTER (TYPE RA)25.00$ 7,550$ 522-2 3,988 SY CONCRETE SIDEWALK / PATHWAY (6" DEPTH) (INCLUDES CURB RAMPS)40.00$ 159,520$ 527-2 100 SF DETECTABLE WARNINGS 30.00$ 3,000$ 523-1 285 SY PATTERNED /TEXTURED CONCRETE (COLLIER COUNTY PATTERN AND COLOR)60.00$ 17,100$ 526-1-2A 40 SY PAVERS, ARCHITECTURAL 100.00$ 4,000$ 570-1-2 18,198 SY PERFORMANCE TURF (Includes Water, Fertilizer, Mowing)3.50$ 63,693$ 580-7-37 300 EA SPARTINA BAKERI GRASS (5 FT O.C. ADJACENT TO WETLAND) (INCLUDES WATER)10.00$ 3,000$ 591-1A 292 LF 4” IRRIGATION SLEEVES (F&I) (SCHEDULE 40) 15.00$ 4,380$ 591-1B 292 LF 6” IRRIGATION SLEEVES (F&I) (SCHEDULE 40) 20.00$ 5,840$ CC 126-1 150 CY MEDIAN BACKFILL FOR LANDSCAPE (ROUNDABOUT) (18")25.00$ 3,750$ CC UTL-01 2 EA AIR RELEASE ASSEMBLY RELOCATION 2,500.00$ 5,000$ CC UTL-02 5 EA VALVE ADJUSTMENT 1,000.00$ 5,000$ CC UTL-03 2 EA HYDRANT RELOCATION (INCLUDES VALVE ADJUSTMENTS 1,500.00$ 3,000$ CC UTL-04 3 EA UTILITY CONFLICT DIP (4"-12" PVC C-900 DR-18) (F&I) (COMPLETE) (INCLUDES TWO AIR RELEASES, BEND(S), RETRAINT(S), SLEEVE(S), ETC.) REFER TO PIPE CONFLICT DETAIL G-4 6,500.00$ 19,500$ CC 950-RDW 1 FIXED ROADWAY ITEMS ALLOWANCE 150,000.00$ 150,000$ CATEGORY I - ROADWAY TOTAL 2,689,281.75$ CATEGORY II - SIGNING AND PAVEMENT MARKINGS 102-71-14 38 LF BARRIER WALL, TEMPORARY, F&I, TYPE K 45.00$ 1,710$ 700-1-11 36 AS SIGN POST SIGN, F&I GROUND MOUNT, UP TO 12 SF 450.00$ 16,200$ 700-1-12 4 AS SIGN POST SIGN, F&I GROUND MOUNT, 12-20 SF 1,500.00$ 6,000$ 700-2-14 4 AS MULTI-POST SIGN, F&I GROUND MOUNT, 31-50 SF 3,200.00$ 12,800$ 700-3-401 10 EA SIGN PANEL, (F&I), UP TO 12 SF (TYPE K BARRIER MOUNT)200.00$ 2,000$ 705-11-1 3 EA DELINEATOR, FLEXIBLE TUBULAR 100.00$ 300$ 710-11-180 60 LF PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, YIELD LINE 4.00$ 240$ 710-90 1 LS PAINTED PAVEMENT MARKINGS, FINAL SURFACE 6,200.00$ 6,200$ 711-11-102 0.32 GM THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" FOR INTERCHANGE AND URBAN ISLAND 2,000.00$ 640$ 711-11-123 117 LF THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT 2.50$ 293$ 711-11-125 440 LF THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK 4.50$ 1,980$ 711-11-143 0.03 GM THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE, 12" FOR ROUNDABOUT 4,000.00$ 120$ 711-11-160 8 EA THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL 200.00$ 1,600$ 711-11-170 3 EA THERMOPLASTIC, STANDARD, WHITE, ARROW 60.00$ 180$ 711-11-180 60 LF THERMOPLASTIC, STANDARD, WHITE, YIELD LINE 8.00$ 480$ 711-11-224 399 LF THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON 3.50$ 1,397$ 711-16-101 1.00 GM THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6"4,200.00$ 4,200.00$ 711-16-201 1.43 GM THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6"4,200.00$ 6,006.00$ 711-16-202 0.13 GM THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 8"4,200.00$ 546.00$ 711-16-231 0.02 GM THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6"2,000.00$ 40.00$ CC 950-SPM 1 FIXED SIGNING AND PAVEMENT ALLOWANCE 6,500.00$ 6,500.00$ CATEGORY II – SIGNING & PAVEMENT MARKINGS TOTAL 69,431.00$ CATEGORY III - LIGHTING 630-2-11 500 LF CONDUIT, FURNISH & INSTALL, OPEN TRENCH 10.00$ 5,000.00$ 635-2-11 5 EA PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE 600.00$ 3,000.00$ 715-1-12 1,500 LF LIGHTING CONDUCTORS, F&I, INSULATED, NO.8-6 1.50$ 2,250.00$ 715-4-12 4 EA LIGHT POLE COMPLETE, F&I, WIND SPEED 150, POLE-35' (INCLUDES LED LUMINAIRE) 6,000.00$ 24,000.00$ 715-7-11 1 EA LOAD CENTER (F&I SECONDARY VOLTAGE) (INCLUDES SERVICE WIRE TO POWER SUPPLY) 10,000.00$ 10,000.00$ 715-500-1 4 EA POLE CABLE DISTRIBUTION SYSTEM (CONVENTIONAL)450.00$ 1,800.00$ CC 950-LTG 1 FIXED LIGHTING ALLOWANCE 10,000.00$ 10,000.00$ CATEGORY III - LIGHTING TOTAL 56,050.00$ TOTAL PROJECT CONSTRUCTION COST 2,814,763$ TREE FARM ROAD: PHASE II FROM DAVILA STREET TO WOODCREST DRIVE COLLIER COUNTY PROJECT No. 61001 Revised 7-07-2017 OPINION OF PROBABLE COST 11.A.a Packet Pg. 70 Attachment: Engineer's Estimate (3592 : Tree Farm Road Phase II) /RZ%LG /RZ%LGItem No.QTY UnitItem Description Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price TotalUnit Price Total Unit Price Total81,7&267 727$/&267/RZ%LG (QJLQHHU V(VWLPDWH $YHUDJH(QJLQHHU V(VWLPDWH$YHUDJH&$7(*25<,52$':$<101-11 LSMOBILIZATION 93,750.00$ 93,750.00$ 167,000.00$ 167,000.00$ 287,164.98$ 287,164.98$ 400,909.00$ 400,909.00$ 457,053.17$ 457,053.17$ 208,305.30$ 208,305.30$ 180,000.00$ 180,000.00$ 325,000.00$ 325,000.00$ 309,848.40$ 309,848.40$ 225,000.00$ 225,000.00$ 93,750.00$ 225,000.00$ 269,892.32$ 42% 35%101-1-11 LSPROVIDE/MAINTAIN "AS BUILT" PLANS3,850.00$ 3,850.00$ 3,850.00$ 3,850.00$ 4,602.00$ 4,602.00$ 4,960.00$ 4,960.00$ 3,410.58$ 3,410.58$ 3,534.90$ 3,534.90$ 4,500.00$ 4,500.00$ 5,000.00$ 5,000.00$ 4,500.00$ 4,500.00$ 10,000.00$ 10,000.00$ 3,850.00$ 10,000.00$ 4,245.28$ 39% 91%101-1-21 LSPROVIDE CONSTRUCTION SURVEYING AND LAYOUT41,800.00$ 41,800.00$ 43,800.00$ 43,800.00$ 11,564.00$ 11,564.00$ 17,525.00$ 17,525.00$ 19,580.10$ 19,580.10$ 20,293.81$ 20,293.81$ 37,500.00$ 37,500.00$ 17,500.00$ 17,500.00$ 15,000.00$ 15,000.00$ 30,000.00$ 30,000.00$ 41,800.00$ 30,000.00$ 24,951.43$ 139% 168%101-1-31 LSPRESERVATION OF SURVEY MONUMENTS800.00$ 800.00$ 3,000.00$ 3,000.00$ 1,180.00$ 1,180.00$ 500.00$ 500.00$ 2,236.45$ 2,236.45$ 100.00$ 100.00$ 1,500.00$ 1,500.00$ 700.00$ 700.00$ 625.00$ 625.00$ 1,500.00$ 1,500.00$ 800.00$ 1,500.00$ 1,182.38$ 53% 68%102-11 LSMAINTENANCE OF TRAFFIC 4,665.00$ 4,665.00$ 5,000.00$ 5,000.00$ 14,160.00$ 14,160.00$ 40,775.00$ 40,775.00$ 2,767.60$ 2,767.60$ 33,334.49$ 33,334.49$ 21,500.00$ 21,500.00$ 50,000.00$ 50,000.00$ 14,000.00$ 14,000.00$ 30,000.00$ 30,000.00$ 4,665.00$ 30,000.00$ 20,689.12$ 16% 23%104-10-35,600 LFSTAKED SILT FENCE (TYPE III)2.10$ 11,760.00$ 2.25$ 12,600.00$ 0.71$ 3,976.00$ 0.60$ 3,360.00$ 1.80$ 10,080.00$ 0.70$ 3,920.00$ 1.95$ 10,920.00$ 0.75$ 4,200.00$ 1.55$ 8,680.00$ 1.50$ 8,400.00$ 2.10$ 1.50$ 1.38$ 140% 152%104-1817 EAINLET PROTECTION SYSTEM110.00$ 1,870.00$ 50.00$ 850.00$ 100.30$ 1,705.10$ 85.00$ 1,445.00$ 95.05$ 1,615.85$ 98.51$ 1,674.67$ 85.00$ 1,445.00$ 100.00$ 1,700.00$ 255.00$ 4,335.00$ 110.00$ 1,870.00$ 110.00$ 110.00$ 108.76$ 100% 101%110- 1- 17.76 ACCLEARING AND GRUBBING (INCLUDES EVERYTHING REMOVED: REMOVAL OF ASPHALT, CONCRETE, TREE REMOVAL, EXISTING PIPE, ETC.)3,900.00$ 30,264.00$ 6,170.00$ 47,879.20$ 7,949.35$ 61,686.96$ 16,323.00$ 126,666.48$ 7,180.26$ 55,718.82$ 7,402.92$ 57,446.66$ 11,500.00$ 89,240.00$ 8,500.00$ 65,960.00$ 17,500.00$ 135,800.00$ 10,000.00$ 77,600.00$ 3,900.00$ 10,000.00$ 9,602.84$ 39% 41%120-1130 CYEXCAVATION - ROADWAY60.00$ 7,800.00$ 24.50$ 3,185.00$ 32.59$ 4,236.70$ 10.60$ 1,378.00$ 36.23$ 4,709.90$ 1.39$ 180.70$ 35.00$ 4,550.00$ 16.75$ 2,177.50$ 15.00$ 1,950.00$ 10.00$ 1,300.00$ 60.00$ 10.00$ 25.78$ 600% 233%120-41,000 CYEXCAVATION - UNSUITABLE (MUCK REMOVAL)25.00$ 25,000.00$ 24.50$ 24,500.00$ 12.21$ 12,210.00$ 10.60$ 10,600.00$ 67.01$ 67,010.00$ 6.37$ 6,370.00$ 29.00$ 29,000.00$ 23.60$ 23,600.00$ 20.00$ 20,000.00$ 12.00$ 12,000.00$ 25.00$ 12.00$ 24.25$ 208% 103%120-6#### CYEMBANKMENT (4,500 CY ADDED FOR LOSS FROM TREE REMOVAL)15.40$ 516,084.80$ 18.00$ 603,216.00$ 15.39$ 515,749.68$ 15.70$ 526,138.40$ 15.18$ 508,712.16$ 23.57$ 789,877.84$ 21.50$ 720,508.00$ 27.70$ 928,282.40$ 23.75$ 795,910.00$ 18.00$ 603,216.00$ 15.40$ 18.00$ 19.58$ 86% 79%160-4#### SYTYPE B STABILIZATION (LBR 40) (12")2.70$ 41,771.70$ 2.50$ 38,677.50$ 4.48$ 69,310.08$ 4.25$ 65,751.75$ 6.57$ 101,644.47$ 3.28$ 50,744.88$ 10.50$ 162,445.50$ 3.60$ 55,695.60$ 14.00$ 216,594.00$ 3.75$ 58,016.25$ 2.70$ 3.75$ 5.76$ 72% 47%285-709#### SYBASE, OPTIONAL (BASE GROUP 9) (LIME ROCK 10")10.00$ 154,710.00$ 11.65$ 180,237.15$ 12.74$ 197,100.54$ 13.00$ 201,123.00$ 16.55$ 256,045.05$ 14.19$ 219,533.49$ 14.00$ 216,594.00$ 18.50$ 286,213.50$ 20.00$ 309,420.00$ 13.75$ 212,726.25$ 10.00$ 13.75$ 14.51$ 73% 69%334-1-231,858 TNSUPERPAVE ASPHALTIC CONCRETE PG76-22 PMA96.00$ 178,368.00$ 97.00$ 180,226.00$ 123.31$ 229,109.98$ 124.50$ 231,321.00$ 150.48$ 279,591.84$ 112.42$ 208,876.36$ 103.00$ 191,374.00$ 112.55$ 209,117.90$ 109.00$ 202,522.00$ 130.00$ 241,540.00$ 96.00$ 130.00$ 114.25$ 74% 84%337-7-42743 TNSUPERPAVE ASPHALTIC CONCRETE FRICTION COURSE FC-9.5, PG76-22 PMA136.75$ 101,605.25$ 176.00$ 130,768.00$ 163.43$ 121,428.49$ 184.00$ 136,712.00$ 158.04$ 117,423.72$ 185.44$ 137,781.92$ 145.00$ 107,735.00$ 161.20$ 119,771.60$ 145.00$ 107,735.00$ 145.00$ 107,735.00$ 136.75$ 145.00$ 161.65$ 94% 85%400-1-112 CYCLASS I CONCRETE (GRAVITY WALL) (TRUCK APRON) (ENDWALLS)640.00$ 71,680.00$ 582.00$ 65,184.00$ 610.06$ 68,326.72$ 569.00$ 63,728.00$ 354.94$ 39,753.28$ 260.88$ 29,218.56$ 530.00$ 59,360.00$ 542.50$ 60,760.00$ 450.00$ 50,400.00$ 800.00$ 89,600.00$ 640.00$ 800.00$ 504.38$ 80% 127%415-1-1,529 LBREINFORCING STEEL (GRAVITY WALL) (TRUCK APRON)1.40$ 2,140.60$ 1.40$ 2,140.60$ 0.94$ 1,437.26$ 0.80$ 1,223.20$ 6.63$ 10,137.27$ 0.93$ 1,421.97$ 2.50$ 3,822.50$ 0.90$ 1,376.10$ 2.00$ 3,058.00$ 1.25$ 1,911.25$ 1.40$ 1.25$ 1.94$ 112% 72%425-1-3515 EAINLETS (P-5) (< 10)4,980.00$ 24,900.00$ 4,355.00$ 21,775.00$ 2,955.19$ 14,775.95$ 4,308.00$ 21,540.00$ 3,600.70$ 18,003.50$ 3,775.35$ 18,876.75$ 4,950.00$ 24,750.00$ 6,875.00$ 34,375.00$ 7,500.00$ 37,500.00$ 4,500.00$ 22,500.00$ 4,980.00$ 4,500.00$ 4,811.03$ 111% 104%425-1-36110 EAINLETS (P-6) (< 10)5,600.00$ 56,000.00$ 4,903.00$ 49,030.00$ 3,829.16$ 38,291.60$ 4,800.00$ 48,000.00$ 4,510.26$ 45,102.60$ 4,739.06$ 47,390.60$ 5,400.00$ 54,000.00$ 6,875.00$ 68,750.00$ 6,200.00$ 62,000.00$ 5,000.00$ 50,000.00$ 5,600.00$ 5,000.00$ 5,206.28$ 112% 108%425-2-1 EAMANHOLES (SPECIAL) (CONNECT TO EXISTING MANHOLE)4,610.00$ 4,610.00$ 4,050.15$ 4,050.15$ 1,326.91$ 1,326.91$ 2,200.00$ 2,200.00$ 1,906.87$ 1,906.87$ 1,927.22$ 1,927.22$ 4,800.00$ 4,800.00$ 3,636.00$ 3,636.00$ 10,500.00$ 10,500.00$ 1,000.00$ 1,000.00$ 4,610.00$ 1,000.00$ 3,884.13$ 461% 119%425-2-44 EAMANHOLE/JUNCTION BOX (P-7) (INCLUDES CONNECTION TO EXISTING PIPES)4,465.00$ 17,860.00$ 5,807.00$ 23,228.00$ 2,827.72$ 11,310.88$ 3,899.00$ 15,596.00$ 2,183.46$ 8,733.84$ 3,138.95$ 12,555.80$ 6,500.00$ 26,000.00$ 5,050.00$ 20,200.00$ 7,500.00$ 30,000.00$ 6,000.00$ 24,000.00$ 4,465.00$ 6,000.00$ 4,596.79$ 74% 97%425-2-72 EAMANHOLE/JUNCTION BOX (J-7) (INCLUDES CONNECTION TO EXISTING PIPES)5,445.00$ 10,890.00$ 6,670.50$ 13,341.00$ 3,412.50$ 6,825.00$ 4,674.00$ 9,348.00$ 4,095.09$ 8,190.18$ 4,089.04$ 8,178.08$ 6,500.00$ 13,000.00$ 7,765.00$ 15,530.00$ 10,000.00$ 20,000.00$ 8,000.00$ 16,000.00$ 5,445.00$ 8,000.00$ 5,850.13$ 68% 93%430-175-118390 LFPIPE CULVERT, (18") RCP98.00$ 38,220.00$ 54.85$ 21,391.50$ 77.53$ 30,236.70$ 40.30$ 15,717.00$ 46.69$ 18,209.10$ 79.34$ 30,942.60$ 75.00$ 29,250.00$ 92.40$ 36,036.00$ 55.00$ 21,450.00$ 80.00$ 31,200.00$ 98.00$ 80.00$ 68.79$ 123% 142%430-175-1242,029 LFPIPE CULVERT, (24") RCP115.00$ 233,335.00$ 74.70$ 151,566.30$ 85.28$ 173,033.12$ 56.50$ 114,638.50$ 60.87$ 123,505.23$ 90.26$ 183,137.54$ 95.00$ 192,755.00$ 83.00$ 168,407.00$ 60.00$ 121,740.00$ 95.00$ 192,755.00$ 115.00$ 95.00$ 80.07$ 121% 144%430-175-136225 LFPIPE CULVERT, (36") RCP150.00$ 33,750.00$ 134.45$ 30,251.25$ 123.72$ 27,837.00$ 96.40$ 21,690.00$ 97.39$ 21,912.75$ 123.68$ 27,828.00$ 120.00$ 27,000.00$ 137.00$ 30,825.00$ 150.00$ 33,750.00$ 165.00$ 37,125.00$ 150.00$ 165.00$ 125.85$ 91% 119%430-175-23082 LFPIPE CULVERT, (24"x38") RCP175.00$ 14,350.00$ 129.70$ 10,635.40$ 145.66$ 11,944.12$ 110.00$ 9,020.00$ 110.46$ 9,057.72$ 139.17$ 11,411.94$ 115.00$ 9,430.00$ 265.00$ 21,730.00$ 165.00$ 13,530.00$ 165.00$ 13,530.00$ 175.00$ 165.00$ 150.55$ 106% 116%515-2-311140 LFPED/BICYCLE RAILING (ALUMINUM) 42" PICKET RAIL98.00$ 13,720.00$ 40.00$ 5,600.00$ 84.96$ 11,894.40$ 85.00$ 11,900.00$ 95.05$ 13,307.00$ 77.65$ 10,871.00$ 115.00$ 16,100.00$ 103.00$ 14,420.00$ 105.00$ 14,700.00$ 90.00$ 12,600.00$ 98.00$ 90.00$ 89.30$ 109% 110%520-1-107,614 LFCONCRETE CURB AND GUTTER (TYPE F)11.00$ 83,754.00$ 11.75$ 89,464.50$ 12.28$ 93,499.92$ 10.00$ 76,140.00$ 9.52$ 72,485.28$ 12.72$ 96,850.08$ 15.50$ 118,017.00$ 11.75$ 89,464.50$ 17.50$ 133,245.00$ 16.00$ 121,824.00$ 11.00$ 16.00$ 12.45$ 69% 88%520-2-8302 LFCONCRETE CURB AND GUTTER (TYPE RA)15.00$ 4,530.00$ 20.65$ 6,236.30$ 16.17$ 4,883.34$ 13.70$ 4,137.40$ 13.49$ 4,073.98$ 16.54$ 4,995.08$ 24.50$ 7,399.00$ 29.50$ 8,909.00$ 35.00$ 10,570.00$ 25.00$ 7,550.00$ 15.00$ 25.00$ 20.51$ 60% 73%522-23,988 SYCONCRETE SIDEWALK / PATHWAY (6" DEPTH) (INCLUDES CURB RAMPS)34.50$ 137,586.00$ 34.50$ 137,586.00$ 37.17$ 148,233.96$ 31.50$ 125,622.00$ 37.22$ 148,433.36$ 42.48$ 169,410.24$ 46.00$ 183,448.00$ 46.10$ 183,846.80$ 43.00$ 171,484.00$ 40.00$ 159,520.00$ 34.50$ 40.00$ 39.16$ 86% 88%527-2100 SFDETECTABLE WARNINGS27.50$ 2,750.00$ 25.00$ 2,500.00$ 29.50$ 2,950.00$ 25.00$ 2,500.00$ 31.52$ 3,152.00$ 28.97$ 2,897.00$ 30.00$ 3,000.00$ 27.10$ 2,710.00$ 22.00$ 2,200.00$ 30.00$ 3,000.00$ 27.50$ 30.00$ 27.40$ 92% 100%523-1285 SYPATTERNED /TEXTURED CONCRETE (COLLIER COUNTY PATTERN AND COLOR)60.00$ 17,100.00$ 123.50$ 35,197.50$ 63.72$ 18,160.20$ 54.00$ 15,390.00$ 92.93$ 26,485.05$ 187.73$ 53,503.05$ 135.00$ 38,475.00$ 92.20$ 26,277.00$ 25.00$ 7,125.00$ 60.00$ 17,100.00$ 60.00$ 60.00$ 92.68$ 100% 65%526-1-2A40 SYPAVERS, ARCHITECTURAL50.00$ 2,000.00$ 60.50$ 2,420.00$ 103.55$ 4,142.00$ 114.00$ 4,560.00$ 90.57$ 3,622.80$ 141.92$ 5,676.80$ 115.00$ 4,600.00$ 106.00$ 4,240.00$ 130.00$ 5,200.00$ 100.00$ 4,000.00$ 50.00$ 100.00$ 101.28$ 50% 49%Coastal ConcreteOwen Ames & Kimball(QJLQHHU V(VWLPDWH81,735,&(&203$5,621BID Tabulation - TREE FARM ROAD: PHASE II Bid Number 17-7170Ajax Paving Earth TechNON RESPONSIVEMitchell StarkBonnessManhattan Road & BridgeHaskins, Inc PMIQuality Enterprises USA, Inc. Wright Construction 11.A.b Packet Pg. 71 Attachment: 17-7170 Bid Tabulation Analysis (3592 : Tree Farm Road Phase II) BID Tabulation - TREE FARM ROAD: PHASE II Bid Number 17-7170Quality Enterprises USA570-1-2#### SYPERFORMANCE TURF (Includes Water, Fertilizer, Mowing)3.50$ 63,693.00$ 2.55$ 46,404.90$ 2.75$ 50,044.50$ 2.10$ 38,215.80$ 2.59$ 47,132.82$ 5.40$ 98,269.20$ 3.65$ 66,422.70$ 2.55$ 46,404.90$ 3.75$ 68,242.50$ 3.50$ 63,693.00$ 3.50$ 3.50$ 3.20$ 100% 109%580-7-37300 EASPARTINA BAKERI GRASS (5 FT O.C. ADJACENT TO WETLAND) (INCLUDES WATER)20.00$ 6,000.00$ 17.10$ 5,130.00$ 7.08$ 2,124.00$ 15.50$ 4,650.00$ 6.71$ 2,013.00$ 2.32$ 696.00$ 14.00$ 4,200.00$ 7.25$ 2,175.00$ 2.15$ 645.00$ 10.00$ 3,000.00$ 20.00$ 10.00$ 10.23$ 200% 195%591-1A292 LF4” IRRIGATION SLEEVES (F&I) (SCHEDULE 40) 16.75$ 4,891.00$ 16.80$ 4,905.60$ 8.88$ 2,592.96$ 11.00$ 3,212.00$ 22.36$ 6,529.12$ 5.74$ 1,676.08$ 11.00$ 3,212.00$ 11.45$ 3,343.40$ 5.20$ 1,518.40$ 15.00$ 4,380.00$ 16.75$ 15.00$ 12.13$ 112% 138%591-1B292 LF6” IRRIGATION SLEEVES (F&I) (SCHEDULE 40) 19.50$ 5,694.00$ 18.20$ 5,314.40$ 11.17$ 3,261.64$ 14.00$ 4,088.00$ 22.36$ 6,529.12$ 7.94$ 2,318.48$ 12.00$ 3,504.00$ 12.65$ 3,693.80$ 7.15$ 2,087.80$ 20.00$ 5,840.00$ 19.50$ 20.00$ 13.89$ 98% 140%CC 126-1150 CYMEDIAN BACKFILL FOR LANDSCAPE (ROUNDABOUT) (18")40.00$ 6,000.00$ 20.00$ 3,000.00$ 46.71$ 7,006.50$ 66.50$ 9,975.00$ 345.98$ 51,897.00$ 57.95$ 8,692.50$ 45.00$ 6,750.00$ 73.00$ 10,950.00$ 35.00$ 5,250.00$ 25.00$ 3,750.00$ 40.00$ 25.00$ 81.13$ 160% 49%CC UTL-012 EAAIR RELEASE ASSEMBLY RELOCATION2,000.00$ 4,000.00$ 2,428.75$ 4,857.50$ 1,820.29$ 3,640.58$ 1,250.00$ 2,500.00$ 3,727.71$ 7,455.42$ 1,289.27$ 2,578.54$ 1,700.00$ 3,400.00$ 1,090.00$ 2,180.00$ 4,950.00$ 9,900.00$ 2,500.00$ 5,000.00$ 2,000.00$ 2,500.00$ 2,250.67$ 80% 89%CC UTL-025 EAVALVE ADJUSTMENT600.00$ 3,000.00$ 531.00$ 2,655.00$ 1,890.99$ 9,454.95$ 750.00$ 3,750.00$ 166.96$ 834.80$ 653.12$ 3,265.60$ 550.00$ 2,750.00$ 187.00$ 935.00$ 595.00$ 2,975.00$ 1,000.00$ 5,000.00$ 600.00$ 1,000.00$ 658.23$ 60% 91%CC UTL-032 EAHYDRANT RELOCATION (INCLUDES VALVE ADJUSTMENTS1,865.00$ 3,730.00$ 4,816.75$ 9,633.50$ 2,804.34$ 5,608.68$ 3,246.00$ 6,492.00$ 3,243.51$ 6,487.02$ 3,507.48$ 7,014.96$ 2,800.00$ 5,600.00$ 6,245.00$ 12,490.00$ 5,625.00$ 11,250.00$ 1,500.00$ 3,000.00$ 1,865.00$ 1,500.00$ 3,794.79$ 124% 49%CC UTL-043 EAUTILITY CONFLICT DIP (4"-12" PVC C-900 DR-18) (F&I) (COMPLETE) (INCLUDES TWO AIR RELEASES, BEND(S), RETRAINT(S), SLEEVE(S), ETC.) REFER TO PIPE CONFLICT DETAIL G-410,000.00$ 30,000.00$ 18,769.80$ 56,309.40$ 14,052.97$ 42,158.91$ 14,261.00$ 42,783.00$ 8,883.57$ 26,650.71$ 19,476.61$ 58,429.83$ 14,000.00$ 42,000.00$ 9,750.00$ 29,250.00$ 27,050.00$ 81,150.00$ 6,500.00$ 19,500.00$ 10,000.00$ 6,500.00$ 15,138.22$ 154% 66%CC 950-RDW1 FIXEDROADWAY ITEMS ALLOWANCE 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 100% 100%&$7(*25<,52$':$<727$/$2,260,282.35 $2,404,596.65 $2,480,186.31 $2,597,780.53 $2,769,200.53 $2,792,008.52 $2,881,856.70 $3,147,833.00 $3,228,390.10&$7(*25<,,6,*1,1*$1'3$9(0(170$5.,1*6102-71-1438 LFBARRIER WALL, TEMPORARY, F&I, TYPE K44.00$ 1,672.00$ 150.00$ 5,700.00$ 32.92$ 1,250.96$ 75.00$ 2,850.00$ 201.28$ 7,648.64$ 33.54$ 1,274.52$ 48.00$ 1,824.00$ 30.15$ 1,145.70$ 100.00$ 3,800.00$ 45.00$ 1,710.00$ 44.00$ 45.00$ 79.43$ 98% 55%700-1-1136 ASSIGN POST SIGN, F&I GROUND MOUNT, UP TO 12 SF480.00$ 17,280.00$ 415.80$ 14,968.80$ 354.33$ 12,755.88$ 378.00$ 13,608.00$ 485.30$ 17,470.80$ 503.00$ 18,108.00$ 550.00$ 19,800.00$ 455.60$ 16,401.60$ 360.00$ 12,960.00$ 450.00$ 16,200.00$ 480.00$ 450.00$ 442.45$ 107% 108%700-1-124 ASSIGN POST SIGN, F&I GROUND MOUNT, 12-20 SF1,520.00$ 6,080.00$ 1,426.70$ 5,706.80$ 512.83$ 2,051.32$ 1,297.00$ 5,188.00$ 1,784.65$ 7,138.60$ 1,599.40$ 6,397.60$ 1,725.00$ 6,900.00$ 1,564.00$ 6,256.00$ 445.00$ 1,780.00$ 1,500.00$ 6,000.00$ 1,520.00$ 1,500.00$ 1,319.40$ 101% 115%700-2-144 ASMULTI-POST SIGN, F&I GROUND MOUNT, 31-50 SF4,600.00$ 18,400.00$ 6,679.20$ 26,716.80$ 7,164.96$ 28,659.84$ 6,072.00$ 24,288.00$ 4,674.18$ 18,696.72$ 4,844.55$ 19,378.20$ 5,225.00$ 20,900.00$ 7,320.00$ 29,280.00$ 575.00$ 2,300.00$ 3,200.00$ 12,800.00$ 4,600.00$ 3,200.00$ 5,239.43$ 144% 88%700-3-40110 EASIGN PANEL, (F&I), UP TO 12 SF (TYPE K BARRIER MOUNT)108.00$ 1,080.00$ 199.10$ 1,991.00$ 213.58$ 2,135.80$ 181.00$ 1,810.00$ 109.58$ 1,095.80$ 113.58$ 1,135.80$ 225.00$ 2,250.00$ 218.00$ 2,180.00$ 385.00$ 3,850.00$ 200.00$ 2,000.00$ 108.00$ 200.00$ 194.76$ 54% 55%705-11-13 EADELINEATOR, FLEXIBLE TUBULAR132.00$ 396.00$ 114.40$ 343.20$ 48.10$ 144.30$ 104.00$ 312.00$ 134.19$ 402.57$ 139.08$ 417.24$ 225.00$ 675.00$ 125.00$ 375.00$ 77.00$ 231.00$ 100.00$ 300.00$ 132.00$ 100.00$ 122.09$ 132% 108%710-11-18060 LFPAINTED PAVEMENT MARKINGS, STANDARD, WHITE, YIELD LINE2.00$ 120.00$ 5.50$ 330.00$ 2.12$ 127.20$ 5.00$ 300.00$ 5.59$ 335.40$ 5.80$ 348.00$ 7.00$ 420.00$ 6.00$ 360.00$ 5.25$ 315.00$ 4.00$ 240.00$ 2.00$ 4.00$ 4.92$ 50% 41%710-901 LSPAINTED PAVEMENT MARKINGS, FINAL SURFACE15,175.00$ 15,175.00$ 14,080.00$ 14,080.00$ 16,276.35$ 16,276.35$ 12,800.00$ 12,800.00$ 14,313.26$ 14,313.26$ 14,834.99$ 14,834.99$ 16,500.00$ 16,500.00$ 15,500.00$ 15,500.00$ 13,000.00$ 13,000.00$ 6,200.00$ 6,200.00$ 15,175.00$ 6,200.00$ 14,719.96$ 245% 103%711-11-1020.32 GMTHERMOPLASTIC, STANDARD, WHITE, SOLID, 8" FOR INTERCHANGE AND URBAN ISLAND6,550.00$ 2,096.00$ 8,250.00$ 2,640.00$ 7,025.16$ 2,248.05$ 7,500.00$ 2,400.00$ 8,386.68$ 2,683.74$ 8,692.38$ 2,781.56$ 9,800.00$ 3,136.00$ 9,050.00$ 2,896.00$ 7,750.00$ 2,480.00$ 2,000.00$ 640.00$ 6,550.00$ 2,000.00$ 8,111.58$ 328% 81%711-11-123117 LFTHERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT1.70$ 198.90$ 3.30$ 386.10$ 1.79$ 209.43$ 3.00$ 351.00$ 3.36$ 393.12$ 3.48$ 407.16$ 5.00$ 585.00$ 3.60$ 421.20$ 3.15$ 368.55$ 2.50$ 292.50$ 1.70$ 2.50$ 3.15$ 68% 54%711-11-125440 LFTHERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK2.55$ 1,122.00$ 6.60$ 2,904.00$ 2.71$ 1,192.40$ 6.00$ 2,640.00$ 6.71$ 2,952.40$ 6.95$ 3,058.00$ 8.00$ 3,520.00$ 7.20$ 3,168.00$ 6.29$ 2,767.60$ 4.50$ 1,980.00$ 2.55$ 4.50$ 5.89$ 57% 43%711-11-1430.03 GMTHERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE, 12" FOR ROUNDABOUT4,255.00$ 127.65$ 3,300.00$ 99.00$ 4,560.33$ 136.81$ 3,000.00$ 90.00$ 3,354.67$ 100.64$ 3,477.00$ 104.31$ 3,850.00$ 115.50$ 3,615.00$ 108.45$ 3,100.00$ 93.00$ 4,000.00$ 120.00$ 4,255.00$ 4,000.00$ 3,612.44$ 106% 118%711-11-1608 EATHERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL132.00$ 1,056.00$ 71.50$ 572.00$ 140.63$ 1,125.04$ 65.00$ 520.00$ 72.68$ 581.44$ 75.33$ 602.64$ 80.00$ 640.00$ 78.35$ 626.80$ 67.00$ 536.00$ 200.00$ 1,600.00$ 132.00$ 200.00$ 86.94$ 66% 152%711-11-1703 EATHERMOPLASTIC, STANDARD, WHITE, ARROW95.00$ 285.00$ 60.50$ 181.50$ 100.47$ 301.41$ 55.00$ 165.00$ 72.68$ 218.04$ 63.74$ 191.22$ 75.00$ 225.00$ 66.30$ 198.90$ 57.50$ 172.50$ 60.00$ 180.00$ 95.00$ 60.00$ 71.80$ 158% 132%711-11-18060 LFTHERMOPLASTIC, STANDARD, WHITE, YIELD LINE8.50$ 510.00$ 15.40$ 924.00$ 9.10$ 546.00$ 14.00$ 840.00$ 15.65$ 939.00$ 16.23$ 973.80$ 28.00$ 1,680.00$ 17.00$ 1,020.00$ 14.75$ 885.00$ 8.00$ 480.00$ 8.50$ 8.00$ 15.40$ 106% 55%711-11-224399 LFTHERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON3.00$ 1,197.00$ 4.95$ 1,975.05$ 3.20$ 1,276.80$ 4.50$ 1,795.50$ 5.03$ 2,006.97$ 5.22$ 2,082.78$ 6.00$ 2,394.00$ 5.50$ 2,194.50$ 4.75$ 1,895.25$ 3.50$ 1,396.50$ 3.00$ 3.50$ 4.68$ 86% 64%711-16-1011.00 GMTHERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6"5,400.00$ 5,400.00$ 5,500.00$ 5,500.00$ 5,791.16$ 5,791.16$ 5,000.00$ 5,000.00$ 5,591.11$ 5,591.11$ 5,794.92$ 5,794.92$ 6,800.00$ 6,800.00$ 6,030.00$ 6,030.00$ 5,200.00$ 5,200.00$ 4,200.00$ 4,200.00$ 5,400.00$ 4,200.00$ 5,678.58$ 129% 95%711-16-2011.43 GMTHERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6"5,400.00$ 7,722.00$ 5,500.00$ 7,865.00$ 5,791.17$ 8,281.37$ 5,000.00$ 7,150.00$ 5,591.11$ 7,995.29$ 5,794.92$ 8,286.74$ 6,800.00$ 9,724.00$ 6,030.00$ 8,622.90$ 5,200.00$ 7,436.00$ 4,200.00$ 6,006.00$ 5,400.00$ 4,200.00$ 5,678.58$ 129% 95%711-16-2020.13 GMTHERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 8"6,550.00$ 851.50$ 8,250.00$ 1,072.50$ 7,025.15$ 913.27$ 7,500.00$ 975.00$ 8,386.68$ 1,090.27$ 8,692.38$ 1,130.01$ 9,500.00$ 1,235.00$ 9,050.00$ 1,176.50$ 7,800.00$ 1,014.00$ 4,200.00$ 546.00$ 6,550.00$ 4,200.00$ 8,083.80$ 156% 81%711-16-2310.02 GMTHERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6"5,400.00$ 108.00$ 13,750.00$ 275.00$ 5,791.50$ 115.83$ 1,250.00$ 25.00$ 1,397.78$ 27.96$ 1,448.50$ 28.97$ 1,600.00$ 32.00$ 1,500.00$ 30.00$ 1,300.00$ 26.00$ 2,000.00$ 40.00$ 5,400.00$ 2,000.00$ 3,715.31$ 270% 145%CC 950-SPM1 FIXEDSIGNING AND PAVEMENT MARKINGS ALLOWANCE 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 6,500.00$ 100% 100%&$7(*25<,,±6,*1,1* 3$9(0(170$5.,1*6727$/$87,377.05 $100,730.75 $92,039.22 $89,607.50 $98,181.76 $93,836.46 $105,855.50 $104,491.55 $67,609.90 11.A.b Packet Pg. 72 Attachment: 17-7170 Bid Tabulation Analysis (3592 : Tree Farm Road Phase II) BID Tabulation - TREE FARM ROAD: PHASE II Bid Number 17-7170Quality Enterprises USA&$7(*25<,,,/,*+7,1*630-2-11500 LFCONDUIT, FURNISH & INSTALL, OPEN TRENCH6.00$ 3,000.00$ 5.50$ 2,750.00$ 5.90$ 2,950.00$ 5.00$ 2,500.00$ 5.59$ 2,795.00$ 11.20$ 5,600.00$ 12.00$ 6,000.00$ 6.00$ 3,000.00$ 10.15$ 5,075.00$ 10.00$ 5,000.00$ 6.00$ 10.00$ 7.48$ 60% 80%635-2-115 EAPULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE350.00$ 1,750.00$ 458.70$ 2,293.50$ 354.00$ 1,770.00$ 300.00$ 1,500.00$ 335.46$ 1,677.30$ 354.13$ 1,770.65$ 650.00$ 3,250.00$ 500.00$ 2,500.00$ 320.00$ 1,600.00$ 600.00$ 3,000.00$ 350.00$ 600.00$ 402.48$ 58% 87%715-1-12 1,500 LFLIGHTING CONDUCTORS, F&I, INSULATED, NO.8-61.50$ 2,250.00$ 1.55$ 2,325.00$ 1.42$ 2,130.00$ 1.20$ 1,800.00$ 1.35$ 2,025.00$ 1.02$ 1,530.00$ 1.50$ 2,250.00$ 1.70$ 2,550.00$ 0.95$ 1,425.00$ 1.50$ 2,250.00$ 1.50$ 1.50$ 1.35$ 100% 111%715-4-124 EALIGHT POLE COMPLETE, F&I, WIND SPEED 150, POLE-35' (INCLUDES LED LUMINAIRE)5,100.00$ 20,400.00$ 5,810.20$ 23,240.80$ 5,162.50$ 20,650.00$ 4,375.00$ 17,500.00$ 4,892.23$ 19,568.92$ 5,508.40$ 22,033.60$ 7,200.00$ 28,800.00$ 6,400.00$ 25,600.00$ 4,850.00$ 19,400.00$ 6,000.00$ 24,000.00$ 5,100.00$ 6,000.00$ 5,477.59$ 85% 93%715-7-111 EALOAD CENTER (F&I SECONDARY VOLTAGE) (INCLUDES SERVICE WIRE TO POWER SUPPLY)292.00$ 292.00$ 12,178.10$ 12,178.10$ 9,086.00$ 9,086.00$ 7,700.00$ 7,700.00$ 8,610.33$ 8,610.33$ 5,448.50$ 5,448.50$ 7,100.00$ 7,100.00$ 13,350.00$ 13,350.00$ 4,800.00$ 4,800.00$ 10,000.00$ 10,000.00$ 292.00$ 10,000.00$ 7,618.33$ 3% 4%715-500-14 EAPOLE CABLE DISTRIBUTION SYSTEM (CONVENTIONAL)8,975.00$ 35,900.00$ 377.30$ 1,509.20$ 295.00$ 1,180.00$ 250.00$ 1,000.00$ 279.56$ 1,118.24$ 746.64$ 2,986.56$ 850.00$ 3,400.00$ 400.00$ 1,600.00$ 675.00$ 2,700.00$ 450.00$ 1,800.00$ 8,975.00$ 450.00$ 1,427.61$ 1994% 629%CC 950-LTG1 FIXEDLIGHTING ALLOWANCE 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 100% 100%&$7(*25<,,,/,*+7,1*727$/$73,592.00 $54,296.60 $47,766.00 $42,000.00 $45,794.79 $49,369.31 $60,800.00 $58,600.00 $45,000.00$:$5'727$/$2,421,251.40 $2,559,624.00 $2,619,991.53 $2,729,388.03 $2,913,177.08 $2,935,214.29 $3,048,512.20 $3,310,924.55 $3,341,000.00 $0.002,814,762.75$ xxx xxxxxxxxx xxxxxxxxx xxxxxxxxx xxxxxxxxx xxxxxxxxx xxxxxxLOW BID / ENGINEERS ESTIMATE = 86.02%xxx xxxxxxPERCENTAGE LOWER THAN ENGINEERS ESTIMATE -13.98%xxx xxxxxxxxx xxxxxxxxx xxxNxNOpened by: Kristofer Lopez, Procurement StrategistList of Major SubcontractorsWitnessed by: Viviana Garimustas, Procurement StrategistStatement of Experience of BidderTrench Safety ActImmigrations Law Affidavit CertificationE-VerifySubstitiute W-9Bid BondInsurance RequirementsBidders Checklist Material Manufacturers11.A.b Packet Pg. 73 Attachment: 17-7170 Bid Tabulation Analysis (3592 : Tree Farm Road Phase II) 11.A.cPacket Pg. 74Attachment: Engineer's Letter of Recommendation (3592 : Tree Farm Road Phase II) 11.A.e Packet Pg. 75 Attachment: 17-7170 NORA (3592 : Tree Farm Road Phase II)