R19-157 RESOLUTION NO. R19-157
A RESOLUTION OF THE CITY COMMISSION OF
1 THE CITY OF BOYNTON BEACH, FLORIDA,
M APPROVING CHANGE ORDER NO. 10 FOR PURCHASE
i ORDER #181081 WITH RIC-MAN INTERNATIONAL,
INC.IN THE AMOUNT OF $795,174.79 FOR THE
M CENTRAL SEACREST CORRIDOR UTILITY
11 IMPROVEMENTS PHASE II PROJECT, INCREASING
11 THE TOTAL PURCHASE ORDER AMOUNT TO
1• $13,609,259.37; AND PROVIDING AN EFFECTIVE
1' DATE.
in,
1 N WHEREAS,on May 15,2018 the City Commission approved Resolution No. R18-071
1.;
for a contract with Ric-Man International,Inc.for$3,233,885.33 for Phase 1 services that included
1 i design criteria review and value engineering, design development, and early construction
1i activities; and
1 WHEREAS, on January 15, 2019 the Commission approved Resolution No. R19-007
2$ authorizing the City Manager to sign Addendum One to the contract with Ric-Man International,
2 Inc.in the amount of$9,326,901.85 for the completion of construction and an additional$500,000.00 as
2►• a contingency to address any unforeseen conditions or issues during construction;and
21 WHEREAS,as part of Addendum One,a Cost Reimbursable Plus Design Builder Fee contract
2� was executed with Ric-Man International,Inc.;and
;2WHEREAS,during the construction of the project, it became apparent that some of the
2M quantities in the approved schedule of values were insufficient to complete the project due to
2/ the original quantities being under-estimated for the removal and replacement of the existing
2i asphalt and concrete driveway aprons(i.e.,the portion of the driveways within the public right-
2M of-way), roadway restoration, and roadway resurfacing; and
NWHEREAS, based on these quantity and pricing adjustments, Change Order No. 10
includes a requested increase of $2,126,779.44 for additional scope items and a deductive
i amount of $1,331,604.65 for unused quantities/under-runs, resulting in a net change order
c amount of$795,174.79; and
P WHEREAS, the City Commission upon recommendation from staff, deems it
Iappropriate to approve Change Order No.10 for Purchase Order #181081 with Ric-Man
M International, Inc., in the amount of $795,174 for the Central Seacrest Corridor Utility
Improvements Phase II project increasing the Purchase Order amount to $13,609,259.37.
S:\CA\RESO\Agreements\Change Order No. 10 for PO#181081 with Ric-Man for Central Seacrest Corridor-Reso.docx
-1 -
33 NOW,THEREFORE,BE IT RESOLVED BY THE CITY COMMISSION OF
39 THE CITY OF BOYNTON BEACH,FLORIDA,THAT:
43 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as
41 being true and correct and are hereby made a specific part of this Resolution upon adoption
42 hereof.
43 Section 2. The City Commission of the City of Boynton Beach,Florida does hereby
44 approve Change Order No.10 for Purchase Order#181081 with Ric-Man International, Inc., in
43 the amount of$795,174 for the Central Seacrest Corridor Utility Improvements Phase II project
43 increasing the Purchase Order amount to $13,609,259.37,a copy of which is attached hereto as
47 Exhibit"A".
43 Section 3. This Resolution shall become effective immediately upon passage.
43 PASSED AND ADOPTED this 3d day of December, 2019.
5J CITY OF BOYNTON BEACH, FLORIDA
51
52 YES NO
53
54 Mayor—Steven B. Grant ✓
53
51 Vice Mayor—Justin Katz
57
53 Commissioner—Mack McCray
53
63 Commissioner—Christina L. Romelus
6(1
62 Commissioner—Ty Penserga ✓
63
64 VOTE
66 ATTEST:
66
67
66 4 / 1,14.,-,
6a C tal Gibson, MMC
7: City Clerk
71r .
73 (Corporate Seal) C;` GUy` �� <_"
=� 1920 •
•
•
S:\CA\RESO\Agreements\Change ro'113-#181081 with Ric-Man for Central Seacrest Corridor-Reso.docx
0 R��>
-2-
Ric-Man International,Inc.
Proposed Change Order No. 10
Project: CENTRAL SEACREST CORRIDOR PHASE 2 Date: 11/19/2019
The quantities provided below are to be added to the present quantities in the SOV.The vast majority of the additional budget below is needed to
complete the driveway apron construction within the project limits.During the first 2 months of construction,the amount of driveway aprons being
replaced was accelerated by City directives to complete apron replacement on homes where RMI had previosuly determined that the driveway was in
suficient condition to be left alone.Additionally as large number of residents have applied for second driveway apron permits which has eaten away at
our previous quantifies in the SOV.This number below can be reduced If the City wishes to change the driveway replacement criteria.Forcemain
Description: gauntit es have also been adjusted to reflect the final design which has changed since initial design
ISOV Linel
Rem DESCRIPTION QTY Unit Price Totals
ADDITIONAL COSTS
1.2.a Additional Public Relations Services 1 LS $ 34500.00 $ 34,500.00
Mistakenly added to CO#2,It was already Included as a credit when phase 2 price was provided to the City.
2.3a.w Landscape Allowance(Task Development) 1 LS $ 13,246.00 $ 13,246.00
2.3a.t Landscape Allowance(Task Development) 1 LS $ 4,654.00 $ 4,654.00
2.3b.w Landscape Allowance(Task Efforts) 1 LS $ 32,543.81 $ 32543.81
2.3b.t Landscape Allowance(Task Efforts) 1 LS $ 11,434.31 $ 11,434.31
PHASE 1 SUB-TOTAL BEFORE 6% $ 96,378.12
_. PHASE 1 6% $ 5,782.69
PHASE 1 SUB-TOTAL $ 102,160.81
7.11 Open cut pavement repair ASPH(3") 1,000 SY $ 6.50 $ 6,500.00
_
__7.13 Install Sigelock FH including tee,fittings on 8'WM per plans(FH) 3 EA $ 3,100.00 $ 9,300.00
7.16 Furnish and Install 8x8x6 tee 11 EA $ 825.00 $ 9,075.00
--_-1.23
7.23 F&I GV and appurt(6"GV) 2 EA $ 1,176.00 $ 2,352.00
7.25 F&I perm.Sample point 2 EA $ 550.00 $ 1,100.00
7.26 F&I temp Sample point 25 EA $ 280.00 $ 7,000.00
7.29 F&I WS SHORT incl poly pip,sadl,corp&curb stp.connect service from water main to existing meter box(1") 1 EA $ 655.00 $ 655.00
7.36.a 4"Water Main Cut and Cap in Place 18.00 EA $ 415.00 $ 7,470.00
7.37.a 6"Water Main Cut and Cap in Place 8.00 EA $ 440.00 $ 3,520.00
7.49 Conc.D/W apron repave/replace 4,124 SY $ 81.00 $ 334,044.00
7.50 Asphalt d/w apron removal/replace w/6"concrete 8,618 SY $ 50.50 $ 435,209.00
7.57 6 ft Wide Concrete Sidewalk(along Seacrest Blvd) 300 SF $ 12.50 $ 3,750.00
7.59 Valley Gutter at SW 1st St from Woolbright Rd to SW 14th Ave 230 LF $ 20.00 $ 4,600.00
7.60 Curb removal and disposal on SW 9th Ave. 700 LF $ 12.00 $ 8,400.00
8.01 Demo of exist.Asphalt/gravel or conc.Parking area and install swale 122 SY $ 9.50 $ 1,159.00
9.06 F&I Asph.O/L repl.Include temp pave&adj.MH 17,700 SY $ 6.20 $ 109,740.00
9.07 Asphalt Milling(1') 17,700 SY $ 2.00 $ 35,400.00
9.14 F&I Drainage MH's w.baffles and restr.-For WM and Drainage Conflict on SE 12th Ave. 3 EA $ 5,700.00 $ 17,100.00
9.20 24"Thermo white stop bar 1,200 LF $ 4.00 $ 4,800.00
9.21 12"Thermo white x walk 2,700 LF $ 1.80 $ 4,860.00
9.22 6"Dbl yellow Thermo 4,900 LF $ 1.50 $ 7,350.00
9.24 School Lettering THERMO 4 EA $ 80.00 $ 320.00
9.25 Street Signs W/Stop Signs(CONTINGENCY) 2 EA $ 300.00 $ 600.00
9.26.a 24"Temp white stop bar 2,018 LF $ 1.00 $ 2,018.00
9.27.a 12'Temp white x walk 2,700 LF $ 0.75 $ 2,025.00
9.29.a School Lettering TEMP 4 EA $ 20.00 $ 80.00
Forcemain-West Side Inside Seacrest Neighborhood (HDPE option for HDD)
10.03.a 10"PVC Open Cut Restrained Joint 40 EA $ 110.00 $ 4,400.00
10.07 10"GV 5 EA $ 2,300.00 $ 11,500.00
10.10.a ARV MH(with arv) 4 EA $ 9,800.00 $ 39,200.00
10.16 HDD Seacrest Blvd.(12"HDPE) 450 LF $ 140.00 $ 63,000.00
10.17 10"45 deg elbow 8 EA $ 810.00 $ 6,480.00
10.18 12"x 10"Reducer 2 EA $ 1,000.00 $ 2,000.00
10.19 12"x 22.5 deg elbow 2 EA $ 1,200.00 $ 2,400.00
10.20 10"11.25 deg elbow 6 EA $ 650.00 $ 3,900.00
10.21 10"22.5 deg elbow 2 EA $ 650.00 $ 1,300.00
11.32 Remove large tree located at 315 SW 5th Ave. 1 EA $ 850.00 $ 850.00
12.11 7 Gallon Cocoplum to replace hedges removed 130 EA $ 35.00 $ 4,550.00
12.12 Ficus Hedge removal at 201 SW 11th Ave. 55 EA $ 200.00 $ 11,000.00
13.02 Reconstruction of failling roadways(paving part of mill&overlay Item) 3,500 SY $ 47.00 $ 164,500.00
13.04 Install Parking Stops 72 EA $ 30.00 $ 2,160.00
13.06.a Off-Duty Police 40 HR $ 50.00 $ 2,000.00
13.14 Flowable Fill(100 PSI) 60 CY $ 150.00 $ 9,000.00
13.18 Remove and Dispose of Parking Stops 16 EA $ 10.00 $ 160.00
13.19 Fumish and Install Case 2 reflectors on post 5 ft above grade at end of SW 3rd St. 5 EA $ 300.00 $ 1,500.00
13.20 Additional Survey Layout along SW 6th Ave.-Right of way corrections,plans showed wrong R/W along SW 6th 1 LS $ 9,900.00 $ 9,900.00
13.21 USF 465 Ring&C Cover-for Manhole at 226 SW 12th Ave. 1 EA $ 465.00 $ 465.00
Forcemaln-East Side of FEC RR(HDPE option)
14.03 HDD Woolbright(12"HDPE) 570 LF $ 130.00 $ 74,100.00
14.04 HDD FEC RR(16"HDPE Casing and 12"HDPE) 490 LF $ 320.00 $ 156,800.00
14.05 HDD US 1(12'HDPE) 330 LF $ 150.00 $ 49,500.00
14.12 8"PVC Open Cut 100 LF $ 26.00 $ 2,600.00
14.15 8"Gate Valves 2 EA $ 1,700.00 $ 3,400.00
14.19 Air Release Valves 5 EA $ 9,800.00 $ 49,000.00
14.25 Density Testing 250 EA $ 25.00 $ 6,250.00
14.29 Pipe Testing and Pigging 6,100 LF $ 2.00 $ 12,200.00
14.32 12"x 10"Reducer 6 EA $ 1,000.00 $ 6,000.00
14.33 12"x 22.5 deg elbow 6 EA $ 1,200.00 $ 7,200.00
14.34 10"PVC Open Cut 1,917 LF $ 52.00 $ 99,684.00
14.35 10"PVC Open Cut Restrained Joint 20 EA $ 110.00 $ 2,200.00
14.36 10"GV 6 EA $ 2,300.00 $ 13,800.00
14.37 10.45 deg elbow 16 EA $ 810.00 $ 12,960.00
SUBTOTAL: $ 1,854,386.00
Proposed Change Order 10 PAGE 1 OF 2
Overhead 3% $ 55,631.58
SUBTOTAL: $ 1,910,017.58
Contractor's Fee 6% $ 114,601.05
SUBTOTAL: $ 2,024,618.63
SUBTOTAL PH 1 $ 102,160.81
TOTAL ADDITIONS $ 2,126,779.44
NOT USED
7.08 8"Pipe Burst (76.50) LF $ 80.00 $ (6,120.00)
7.14 Install Independent Fire Hydrants on existing mains (1) EA $ 3,500.00 $ (3,500.00)
7.17 Furnish and Install 8x8x8 Tee (11) EA $ 850.00 $ (9,350.00)
7.18 Furnish and Install 8x8 Cross (2) EA $ 975.00 $ (1,950.00)
7.22 F&I GV and appurt(8"GV) (2) EA $ 1,480.00 $ (2,960.00)
7.30 F&I WS LONG incl poly pip,sadl,corp&curb stp.connect service from water main to existing meter box(1") (1.00) EA $ 1,250.00 $ (1,250.00)
7.31 WS from rear to front of property(rear service connections) (60) EA $ 1,400.00 $ (84,000.00)
7.36 4"Water Main Abandoned in place/grout (1,492.40) EA $ 4.50 $ (6,715.80)
7.37 6"Water Main Abandoned in place/grout (554.05) EA $ 5.50 $ (3,047.28)
7.54 Water meter relocation-Single 1"W4a(from contract with Murphy) (1.00) EA $ 265.00 $ (265.00)
7.55 Water meter relocation-Double 2"W4b(from contract with Murphy) (23) EA $ 557.00 $ (12,811.00)
9.05 Record Drawings-Paving and Drainage (1) SY $ 15,000.00 $ (15,000.00)
9.18 135 ft Slab for Conflict on 62a (675) SF $ 8.10 $ (5,467.50)
9.20 24"Thermo white stop bar (1,200) LF $ 3.20 $ (3,840.00)
9.21 12"Thermo white x walk (2,700) LF $ 1.60 $ (4,320.00)
9.22 6"Dbl yellow Thermo (4,900) LF $ 0.80 $ (3,920.00)
9.24 School Lettering THERMO (4) EA $ 90.00 $ (360.00)
9.26 24"Temp white stop bar (1,200) LF $ 1.10 $ (1,320.00)
9.27 12"Temp white x walk (2,700) LF $ 0.60 $ (1,620.00)
9.29 School Lettering TEMP (4) EA $ 35.00 $ (140.00)
9.30 Flowable fill(100 psi) (5) CY $ 160.00 $ (800.00)
Forcemain-West Side Inside Seacrest Neighborhood credits
10.03 10"C-900 FM Open Cut (1,665) LF $ 52.00 $ (86,580.00)
10.05 10"Fittings/TN(NO ACC)C153 (2.58) TN $ 18,000.00 $ (46,440.00)
10.07 10"GV (4.00) EA $ 2,000.00 $ (8,000.00)
10.08 Connect to ex FM (1) LS $ 5,800.00 $ (5,800.00)
10.09 Conc.Collars (4) EA $ 1,100.00 $ (4,400.00)
10.10 ARV MH(with ani) (4) EA _ $ 7,600.00 $ (30,400.00)
10.11 MJ restriants (71) EA ($ 220.00 $ (15,620.00)
10.14 Limerock&Prime Restoration for FM(7 ft wide)-trench restoration (1,900) SY _ $ 24.00 $ (45,600.00)
10.15 Pavement Restoration 1" (777) SY $ 8.30 $ (6,449.10)
12.10 Silver Button Wood(7gal) (80) EA $ 12.50 $ (1,000.00)
13.01 2"PVC Casing (50) FT ____ $ 1.30 $ (65.00)
13.03 Remove&disp.of exist.ACP including restoration (3,900) LF $ 16.00 $ (62,400.00)
13.04 Install Parking Stops (39) EA i1
$ 66.00 $ (2,574.00)
13.05 Grout existing lines(2'to 4") (1,000) FT I$ 5.20 $ (5,200.00)
13.06 Off-Duty Police (5) HR i$ 28.00 $ (140.00)
13.07 Additional Driveways(concrete) (10) SF 1$ 7.30 $ (73.00)
13.11 Replace exist.damaged meter box (25) EA f$ 110.00 $ (2,750.00)
13.12 Replace exist.damages touch read lid (25) EA r$ 53.00 $ (1,325.00)
13.13 Additional Line-stops (1) EA !$ 6,500.00 $ (6,500.00)
13.15 F&I 8"x 8"TS&V (3) EA $ 4,200.00 $ (12,600.00)
Relocate existing water meter out of right-of-way including furnish and install 1"water service including poly pipe,
saddle,corporation stop&curb stop,including all appurtenances and site restoration. Includes connecting new
13.16 service from new water main to the relocated meter box (28) EA $ 400.00 $ (11,200.00)
14.01 FM East MOBILIZATION(3) (1) LS _ $ 91,000.00 $ (91,000.00)
Forcemain-East Side of FEC RR credits
14.03 HDD Woolbright (115) LF $ 269.57 $ (31,000.55)
14.04 HDD FEC R/R (100) LF $ 480.00 $ (48,000.00)
14.05 HDD US-1 (120.00) LF _ $ 266.67 $ (32,000.40)
14.06 HDD Intracoastal Water Way (560) LF I$ 396.43 $ (222,000.80)
14.12 8"FM Pipeline PVC (1,958) FT .$ 21.00 $ (41,118.00)
14.13 8"FM Pipeline DIP (895) FT $ 54.00 $ (48,330.00)
14.14 8'Pipe Restraints (57) EA $ 170.00 $ (9,690.00)
14.15 8"GV (3.00) EA $ 2,000.00 $ (6,000.00)
14.16 8"Fittings (22) EA $ 780.00 $ (17,160.00)
14.19 Air Release Valves (3) EA $ 7,500.00 $ (22,500.00)
14.20 Trench Limerock/Asph Patch(8"+1") (1,400) SY $ 16.00 $ (22,400.00)
14.21 1"Mill and Overlay (1,400) SY $ 9.00 $ (12,600.00)
14.26 Survey Lay-Out (1) LS $ 2,500.00 $ (2,500.00)
14.27 FMAS-Builts (1) LS $ 1,500.00 $ (1,500.00)
14.29 Pipe testing/Pigging (2,853) LF $ 0.40 $ (1,141.20)
14.30 Construct Intersection at SE 12 Ave&SE 1St (1) LS $ 10,000.00 $ (10,000.00)
14.31 Incidentals Expenditures or Miscellaneous expenses or Varied payments or Unspecific disbursements (1) LS $ 76,827.93 $ (76,827.93)
SUBTOTAL: $(1,219,641.56)
Overhead 3% $ (36,589.25)
SUBTOTAL: $(1,256.230.81)
Contractor's Fee 6% $ (75.373.85)
SUBTOTAL NOT USED $(1,331,604.65)
CHANGE ORDER TOTAL $ 795,174.79
Proposed Change Order 10 PAGE 2 OF 2