HomeMy WebLinkAbout2025-147SECTION 00942 - Change Order Form
DATE OF ISSUANCE: 06/19/2025
No. 04
EFFECTIVE DATE:07/15/2025
OWNER: Indian River County
CONTRACTOR Halley Engineering Contractors, Inc.
Project: 66th Avenue Roadway Widening (49th Street to 69th Street)
OWNER's Project No. IRC -1505
FM NO: 436379-1-54-01 8,436379-1-54-02 OWNER'S Bid No. 2021018
You are directed to make the following changes in the Contract Documents:
Reason for Change Order:
The project is complete. This change order is intended to make final adjustments to bid line
items and time to finalize the contract.
Attachments:
Description of Itemized Changes
CHANGE IN CONTRACT PRICE:
Description
Amount
Original Contract Price
$32,728.137.85
Net Increase from previous
Change Orders No. 01 to 03:
$1.601,094.49
Contract Price prior to this Change
Order:
$34,329,232.34
Net decrease of this Change
Order:
($1,322,311.29)
Contract Price with all approved
Change Orders:
$33,006,921.05
ACCEPTED:
pgilelN N�etl by RI[Itle L
Rickie L �„�„
Shepherd
By:
CONTRACTOR (Signature)
Date:
CHANGE IN CONTRACT TIMES
Description
Time
Original Contract Time:
(days or dates)
Substantial Completion:
720
Final Completion:
750
Net change from previous Change
Orders No. 01 to 03:
(days)
Substantial Completion:
60
Final Completion:
60
Contract Time prior to this Change
Order:
(days or dates)
Substantial Completion:
780
Final Completion:
810
Net increase (decrease) this
Change Order:
(days or dates)
Substantial Completion:
657
Final Completion:
657
Contract Time with all approved
Change Orders:
(days or dates)
Substantial Completion:
1.437
Final Completion:
1.467
RECOMMENDED:
(I 4:.
By: Kelly CowgK E
ENGINEER (Signature)
Date:
APPROVED:
Addie Javed.
By:
OWNER (Signature)
Date:
00942 - Change Order Form REV 04-07
00942-1
F:Tublic WorksNENGINEERING DIVISION PROJECTS11505-66th Ave Widening 49th St to 69th St\1-AdminlAgenda ItemsTrojecl Closeout100942 - Change Order Form REV
04-07.doc Rev. 05/01
CHANGE ORDER NO.4
DESCRIPTION OF ITEMIZED CHANGES
66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET)
PROJECT NO. IRC -1505 BID NO. 2021018
IteidNo Desc�i tion•a Unit Qi antl Unit Price Price.lncrease. , Pnce Decrease
007 -1A Road
01201 -REGULAR EXCAVATION
CY
529
3.50
1.851.50
017 - 1A Road
0337 7 82 -ASPHALTIC CONCRETE FRICTION COURSE, TRAFFIC
C FC -9.5 PG 76-22 WCDO04
TN
499.30
125.00
62 412.50
018 - 1A Road
0339 1 -MISCELLANEOUS ASPHALT PAVEMENT
TN
4.20
250.00
1,050.00
066 - 1A Road
IRC 5 - RELOCATE EXISTING FENCE
LF
2
13.00
26.00
069 - 1A Road
0700 20 11 - SINGLE POST SIGN F&I LESS THAN 12 SF
AS
3
350.00
1.050.00
071 - 1A Road
0700 150 - SINGLE POST SIGN RELOCATE
AS
1
1,400.00
1,400.00
075 -1A Road
0711 11111 -THERMOPLASTIC STANDARD WHITE SOLID 6"
NM
0.02
5,300.00
106.00
082 - 1A Road
0711 14170 - THERMOPLASTIC STANDARD WHITE ARROW
EA
4
115.00
460.00
098 -1A Road ICOIL
0630 2 11A - 2 - 2" PVC SIGNAL CONDUIT W/ 96 -FIBER CABLE (50'
IN BOXES) OPEN TRENCH
LF
1
8.00
8.00
099 - 1A Road
0630 2 12A - 2 - 2" PVC SIGNAL CONDUIT W/ 96 -FIBER CABLE (50'
COIL IN BOXES) DIRECTIONAL DRILL
LF
613
19.00
11 647.00
173 - 1 B Road
120-1 -REGULAR EXCAVATION
CY
32
3.50
112.00
180 - 1 B Road
327-70-01 -MILLING EXISTING ASPHALT PAVEMENT (1" AVG.
DEPTH)
SY
794
15.00
11 910.00
182 - 1 B Road(TRAFFIC
337-7-82 -ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5)
C 1"
TN
847
125.00
105912.50
183 -1 B Road
339-1 -MISCELLANEOUS ASPHALT PAVEMENT
TN
2.6
250.00
650.00
185 - 1 B Road
400-2-2 - CLASS II CONCRETE ENDWALL
CY
1 2.2
1,735.00
3,817.00
208 -1 B Road
430-175-115 - PIPE CULVERT RCP ROUND 15" SS
LF
11
59.00
649.00
209 - 1 B Road
430-175-118 - PIPE CULVERT RCP ROUND 18" SS
LF
93
76.00
7,068.00
227 -1 B Road
430-982-123 - MITERED END SECTION CONC. 15" CD
EA
2
1,417.00
2,834.00
254 - 1 B Road
633-1-123 - FIBER OPTIC CABLE (F & 1) (UNDERGROUND) (49-96
FIBERS)
LF
391
3.00
1,173.00
263 -1 B S&M
706-3 - RETRO -REFLECTIVE PAVEMENT MARKERS
EA
1
4.50
4.50
273 - 1 B S&M
711-11-221 - THERMOPLASTIC STD YELLOW SOLID 6"
LF
7
1.00
7.00
276 - 1 B Si
630-2-11 - CONDUIT SIGNAL F & I OPEN TRENCH
LF
425
16.00
6,800.00
CO -3 635-2-11
PULL & SPLICE BOX F & I SIGNAL
EA
1
1,680.00
1,680.00
WCDO06
MOB & DEMOB CLEARING & GRUBBING
LS
1
12 600.00
12 600.00
WCDO07
MANHOLE INCREASE
LS
1
2,665.16
2,665.16
WCDO08
MANHOLE INCREASE
LS
1
5,560.54
5,560.54
WCDO09
66" RCP EXTRA- FDOT NON
LS
1
18 084.80
18 084.80
WCDO10
RESET TOP OF INLET S-305
LS
1
3,960.42
3,960.42
WCD011
RESET INLET S -1011A
LS
1
1,797.21
11797.21
WCD012 021-
1A ROAD
0425 1 351 INLETS CURB TYPE P-5 <10' FDOT NON -PART
I EA
1 4
1 5,187.00
1 20 748.00
WCDO12 026-
1A ROAD
10425 2 41 MANHOLES P-7 <10' FDOT NON PART
EA
1
4,760.00
4,760.00
F9Publio WorkslENGINEERING DIVISION PROJECTSt1505-66th Ave Widening_49th St to 69th StN-AdminWgenda Ite=\Project Closeout\WORKING FOLDERIIRC-1565_DESC OF CHGS COI
66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET)
PROJECT NO. IRC -1505 BID NO. 2021018
Item'No:
Descn' tion_,
Unit
Quanta :e:_
UnitPeice
Price`Incr`ease . ,
Pnce•Decrease _
WCDO12 033-
1A ROAD
0430 175 118 PIPE CULVERT, RCP, ROUND, 18" S/CD FDOT NON -
PARTICIPATING
LF
253
86.00
21 758.00
WCDO12 035-
0430 175 124 PIPE CULVERT, RCP, ROUND, 24" S/CD FDOT NON -
1A ROAD
PARTICIPATING
LF
59
102.00
6,018.00
WCDO12 NEW
ITEM NO 1
0425 146 5 INLETS CURB TYPE J-6 PARTIAL FDOT NON -PART
EA
1
4,875.00
4,875.00
WCDO12 NEW
ITEM NO 2
0425 1551 18 INLET TYPE E <10' FDOT NON -PARTICIPATING
EA
5
5,324.28
26 621.40
WCD013
REPLACE HEADWALL W/TYPE C DBI - NON PART
LS
1
6,372.06
6,372.06
WCDO14 195-
1 B ROAD
425-1-521 INLETS DT BOT TYPE C <10' FDOT NON -PART
EA
5
3,200.00
16 000.00
WCDO14197-
1 B ROAD
425-531 INLETS DT BOT TYPE C MOD <10' FDOT NON PART
EA
2
3,250.00
6,500.00
WCDO14 198-
1 B ROAD
425-1-541 INLETS DT BOT TYPED <10' FDOT NON -PART
EA
4
3.950.00
15 800.00
WCDO14 205-
1 B ROAD
425-2-61 MANHOLES (P -8)(<l 0FDOT NON -PART
EA
2
4,600.00
9,200.00
WCDO14 207-
1 B ROAD
425-2-72 MANHOLES J-7 >10' FDOT NON -PART
LF
1
13 500.00
13 500.00
WCDO14 208-
1 B ROAD
430-175-115 PIPE CULVERT RCP ROUND 15"SS FDOT NON
EA
65
59.00
3,835.00
WCDO14 227-
1 B ROAD
430-982-123 MITERED END SECTION CONC) (15"CD) FDOT NON
EA
1
1.417.00
1,417.00
WCDO15
PRICE ADJ BITUMINOUS MAT'L FDOT PARTICIPATING
LS
1
20 839.92
20 839.92
WCDO16 173-
1 B ROAD
120-1 REGULAR EXCAVATION - FDOT NON -PART
Cy
890
3.50
3,115.00
WCDO16 NEW
PAY ITEM
LUMP SUM LABOR & EQUIP INSTALL TOE OF EACH PANEL ADDT
LS
1
42 971.44
42 971.44
WCDO16 314 -
1B 61ST B
400-2-5 CONCRETE CALSS II SUBSTRUCTURE
LB
1
1,260.00
1,26 .00
WCDO16 319 -
1 B 61ST B
415-1-5 REINFORCING STEEL - BRIDGE SUBSTRUCTURE
LS
8.064
2.00
16 128.00
WCDO16 330-
16 65TH B
400-2-5A CONCRETE CLASS II SUBSTRUCTURE
Cy
1
1,260.00
1.260.00
WCDO16 335-
1B 65TH B
415-1-5A REINFORCING STEEL - BRIDGE SUBSTRUCTURE
LB
8.064
1.50
12 096.00
WCDO17
RESET DRAINAGE STR SS-311A-FDOT NON PART
LS
1
3,745.34
3,745.34
WCDO18
ADJ FOR BITUMINOUS MAT'L 7/1/2022 -12/31/2022 FDOT PART
LS
1
54 868.71
54 868.71
WCDO19
700-2-12 MULTI -POST SIGN (F&I) (12-20SF FDOT NON -PART
EA
2
4,400.00
8,800.00
FURNISH & INSTALL TWO LARGER PULL BOXES (17"X30") AT
WCD020
57TH & 69TH - FDOT NON -PARTICIPATING
LS
1
2,070.00
2,070.00
WCD023 054-
0522-2 SIDEWALK CONCRETE 6" THICK FDOT NON
1A ROAD
PARTICPATING
SY
1 2,390
38.25
91 428.21
WCD023 235-
1 B ROAD
0522-2 SIDEWALK CONCRETE, 6" THICK FDOT NON
PARTICIPATING
SYS
2 096
1 38.25
80 168.94
WCD024
0536-73 GUARDRAIL REMOVEL - FDOT NON PARTICIPATING
EA
1.176
5.00
5.880.00
WCD025
ADJ FOR BITUMINOUS MAT'L 1/1/2023 - 3/31/2023 FDOT PART
LS
1
10 951.86
10 951.86
ABANDON EXISTING WELL AT STA 392+24,16' RT (65TH ST
WCD027
INTERSECTION) FDOT NON -PARTICIPATING
LS
1
7568.46
7.568.45
PERFORM THERMAL INTEGRITY PROFILING (TIP) TESTING OF
DRILLED SHAFT #4 AT THE SW CORNER OF 57TH ST & 66TH
WCD028
AVE
LS
1
2083.73
2.083.73
INCORPORATE PLAN REVISION #19 BRIDGE WHICH
DECREASED THE WIDTH OF THE CORNER ABUTMENT PANELS
WCD029
61ST & 65TH STREET BRIDGES
LS
1 1
11 598.37
11 598.37
REIMBURSEMENT OF IDLE EQUIPMENT AT 61ST ST BRIDGE
WCD030
WHILE RECASTING 4 NEW CORNER PANELS
LS
1
49 699.20
49 699.20
RELOCATE PREVIOUSLY PLACED DRAINAGE STRUCTURE SS-
WCD031
329 AND 32 LF 18" RCP AT ST 206+80
LS
1
3,686.93
3,686.93
REGRADE ALONG 66TH AVE BETWEEN STA 329+00 AND 338+00
WCD032
TO ADD A SWALE DITCH AND INSTALL ADDED DBI
LS
1
27 928.96
27 928.96
RE -GRADE TO REVISED EP ELEVATION IN PLAN REVISION i ,
WCD033
SHEFT k Qm3j7PPImr nivininNPPn.IFCT.%%Ign."6th Ave WideninLt
rv_LmwGWG92,
up
-
66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET)
PROJECT NO. IRC -1505 BID NO. 2021018
.ItdrTi,Nb'
D, !ufiii,,
Quanta
ic, 6edwa�61,
WCD034
HURRICANE PREPAREDNESS FOR TROPICAL STORM NICOLE
LS
1
2,590.13
2,590.13
WCD035
ADJ FOR BITUMINOUS MATT 4/110223 TO 6/30/2023 FDOT PART
LS
1
10,792.62
10,792.62
WCD036
EXTEND THE LIMITS OF THE DITCH LINING AT THE NR CANAL
BRIDGE FROM 25' OUTSIDE THE BRIDGE EASTWARD
LS
1
55 767.85
55,767.85
WCD038
ADJ FOR BITUMINOUS MATT 7/1/2023- 9/30/2023
LS
1
25,488.57
25,488.57
WCD039
DELIVERY OF DRAINAGE STRUCTURES S-857 & EX -1 TO
COUNTY MAINTENANCE YARD
LS1
1
6,846.44
6,846.44
6" GRANULAR SUBBASE IN LIEU OF 12" TYPE B STABILIZATOIN
WCD040
FOR 300 LF 53RD ST WEST
LS
1
5,046.28
5,046.28
WCD041
CONSTRUCT CURVED BARRIER WALL TO THE SW QUADRANT
OF 53RD ST BRIDGE PER PLAN REV #7
Ls
1
90,816.88
90,816.88
WCD042
ICONSTRUCT UTILITY PIPE CRADLES AS SHOWN IN EXHIBIT
LS
1
74,56
20,794.56
0
20,794.56
WCD043
CONSTRUCT CURVED BARRIER WALL TO SW QUADRANT OF
57TH ST BRIDGE PER PLAN REV 415
LS
1
5 167 . 3 1
105167.31
0
F2
105,167.31
WCD044
CONSTRUCT CURVED BARRIER WALL TO NW & SW
QUADRANTS OF BRIDGE AT 61 ST & 65TH STREETS
LS
1
322,502.83
322,502.83
WCD045
067 - 1A Road 0570 1 1 - PERFORMANCE TURF, SOD 1 - BAHIA
SHY
�0
14680
3.00
44.040.00
WCD045
251 -1 B Road 570-1-2A- PERFORMANCE TURF (SOD) (BAHIA)
SY
16.315
3.00
49,065.00
WCD046
ADJ FOR BITUMINOUS MATT 6/1 - 6/30 THAT WAS LEFT OFF
WCD035
LS
1
1,774.40
1,774.40
WCD047
PERFORM THERMAL INTEGRITY PROFILING (TIP) TESTING OF
DRILLED SHAFT B AT 53RD ST INTERSECTION
LS
1
2,607.41
2,607.41
PLACE 6" GRANULAR SUBBASE IN LIEU OF 12" TYPE B
WCD048
STABILIZATION FROM STA 185+00 TO 195+00 AND STA0195+00
ITO 200+00 ON 69TH ST WEST (ABOUT 6.667LS
1
22,195.81
22,195.81
PLACE 6" GRANULAR SUBBASE IN LIEU OF PE B
WCD049
STABILIZATION FROM STA 208+66 TO 211+66 (AVG WIDTH 32')
ON 65TH STREET
LS
1
6,379.05
6,379.05
CONSTRUCT AERIAL WATER MAIN CROSSING OVER NRC
WCD050
BRIDGE
LS
1 _
53.921.26
53,921.26
WCD051
EXTEND THE HEIGHT OF SS -323 HEADWALL BY 3.8 FEET PER
I REVISION #24 PHASE I B
LS
1
19,328.48
19328.48
IMPLEMENT 53RD STREET BRIDGE PLAN REVISION #1 THAT
REMOVED 36" SINGLE SLOPE TRAFFIC RAIL AND REPLACED
WCD052
W/9'-4" RAISED SIDEWALK
LS
1
31,144.36
31,144.36
WCDO53
APPLY CLASS 5 APPLIED FINISH COATINGS PER SECTION 976
TO ROADWAY BARRIER WALLS
LS
1
9,628.13
9,628.13
REGRADE & RESET FORMS FOR WESTERN APPROACH SLAB
WCD054
AT 57TH ST BRIDGE IN RESPONSE TO RFI 74
LS
1
9,372.30
9,372.30
REVISE THE SWALE ON 61 ST ST PER PLAN REV #22 TO
WCD055
COLLECT STORMWATER BETWEEN STA 205+00 & 208+00
LS
1
7,657.46
7,657.46
WCD056
MODIFY S-1605 ON 57TH ST TO ACCOMMODATE HISTORIC
DRAINAGE FORM FIELD TO THE NORTH
LS
1
5,487.98
5487.98
WCDO57
HURRICANE PREPAREDNESS FOR HURRICANE [AN
LS
1
6,403.12
6,403.12
PLACE 6" GRANULAR SUBBASE IN LIEU OF 12" TYPE B
WCDO58
STABILIZATION ALONG 53RD ST WEST (APPROX 5187 S
LS
1
58,532.89
58,532.89
WCDO59
ABANDON EXISTING WELL ON 65TH ST EAST (ST 311+30.8,3.2'
LT, TOP ELEV 19.55
LS
1
10,222.88
1022288
WCD060
REIMBURSEMENT RAW MATERIAL PRICE INCREASE FOR
WCD023 (FEBRUARY 2021)
SY
4,486
20.55
92,191.41
WCDO61
ADJ FOR BITUMINOUS MAT'L - 1/2024 - 3/2024
LS
1
27,362.76
27,362.76
WCD062
RESET DRAINAGE STIR SS -216 INLET TOP
LS
1
3,451.15
3,451.15
WCD063
CONSTRUCT 69TH ST WEST AS SHOWN IN PLAN REV 29
LS
1
51,357.05
51,357.05
WCD064
ABANDON IN[PLACE & FILL PARTIALLY INSTALLED PIPE RUNS
ON 69TH ST WEST W/NON-EXCAVATABLE FLOWABLE FILL
LS
1
20.218.94
2021894
WC.'D065
ADJ FOR BITUMINOUS MAT'L 4/1/2024 - 6/30/20204
LS
1
84.970.01
84,9701
7
RlioublicWorkskENGINEERING DIVISION PROJECTS\1505-66thAW Widenilng_49thSt to 69th SM-Adn-WAgencla ItemlProject CloseoLAXWORKING FOLDER\IRC-1505_DESC OF CFIGS CO 1
66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET)
PROJECT NO. IRC -1505 BID NO. 2021018
tem No..
Descn tion
Unit
Quantity
Pricecrease ,
Umt Price- Price Increase , , e D
_
REMOVE AND DISPOSE 2 DBIS AT APPROX STA297+53.50RT
WCD066
AND STA300+53RT
LS
1
23 565.17 23 565.17
REIMBURSE CONTRACTOR FOR GUARDRAIL PRICE INCREASE
WCD067
AND ADDT 6 ITEM 536-8 EOR REVISION
LS
1
41 975.00 41 975.00
WCD069
REPLACE 1 000'ROCK BASE WITH ASPHALT BASE FULL WIDTH
LT ROADWAY FROM STA 367+10 TO STA 377+10
LS
1
417 155.16 417 155.16
DIRECTIONAL BORE UNDER SOUTHBOUND 66TH AVE AND
INSTALL A 2" CONDUIT TO PASS THE ELECTRIC WIRES FROM
WEST SIDE WHERE FPL POWER AVAILABLE FOR IRRIGATION
WCD070
PUMPS
LS
1
5,453.38 5,453.38
WCD071
RELOCATE DRAINAGE STRUCTURE SS -314 AND PERFORM ALL
WORK ASSOCIATED WTH PLAN REVISION 32
LS
1
16 308.21 16 308.21
WCD072
SILT FENCE
LS
1
6,768.81 6,768.81
F&I SIDEWALK PLATES AT THE OPEN JOINTS ON THE 53RD ST
WCD073
BRIDGE
LS
1
8,786.98 8,786.98
WCD074
ADJ BID UNIT PRICE FOR BITUMINOUS MATERIAL JULY 1, 2024 -
SEPT 30 2024
LS
1
52 380.08 52 380.08
WCD075
HURRICANE MILTON PREPAREDNESS MEASURES
LS
1
5,336.55 5,336.55
WCD076
RELOCATE HEADWALL SS -220 AND REGRADE ADJACENT
SWALE ALONG 65TH STREET EAST PER PLAN REV #28
LS
1
5,659.00 5669.00
WCD077
PROVIDE A 12" WIDE SLOT AT ELEVATION 20.85 (APPROX 4") ON
THE EAST SIDE OF DRAINAGE STRUCTURE SS -329
LS
1
718.91 718.91
F&I PEDESTRIAN HANDRAIL (PAY ITEM 515 1 2) AT FIVE
WCD079
LOCATIONS AND LENGTHS AS SHOWN ON WCD079 TOTAL 45
LF
LS
1
3,053.44 3,053.44
WCDO80
INCORPORATE FDOT DCE MEMO 22-03 FOR STEEL GUARDRAIL
LS
1
23 089.09 23 089.09
CONSTRUCT DRIVEWAY ON 57TH ST PER PLAN REV 16 AND
WCDO82
ADD RADIUS CURBS AT DRIVEWAY ON 69TH ST
LS
1
10 190.36 10 190.36
WCDO83
REGRADE EMBANKMENT ON EAST SIDE OF NORTH RELIEF
CANAL AT LATERAL A CANAL
LS
1
5,257.87 5,257.87
EXTEND PROPOSED FIBER OPTIC WORK FROM NW CORNER
WCD084
OF 66TH AVE AT 57TH ST TO STORM GROVE MIDDLE SCHOOL
LS
1
7,592. 0 7 592.00
WCD085
COMPENSATE CONTRACTOR FOR MATERIALS UNUSED IN
MATERIAL DRAINAGE STRUCTURE S-412
LS
1
1,224.91 1,224.91
ADJ BID UNIT PRICE FOR BITUMINOUS MATERIAL JULY 1, 2024 -
WCD086
SEPT 30 2024
LS
1
62 926.92 62 926.92
WCDO88
COMPENSATE CONTRACTOR FOR EXTENDED MOT & EROSION
CONTROL 354 DAYS
LS
1
422 440.00 422 440.00
WCDO89
134 DAY NONCOMPENSABLE TIME FOR FPL DELAYS
LS
1
0.00 0.00
WCDO90
FINAL FIBER OPTIC CONNECTION CHANGES
LS
1
22 468.72 22 468.72
F&I DUAL 6" UNDERDRAIN/INFILTRATION SYSTEM CONNECTING
WCD091
TO STRUCTURE S-1508
LS
1
32 788.07 32 788.07
WCDO92
ADD'L PATCH PANEL AND SPLICES TO NEW FIBER OPTIC
NETWORK AT 57TH STREET
LS
1
3 243.16 3,243.16
WCDO93
ADDITIONAL THERMOPLASTIC STRIPING FOR PH1A NOT
INCLUDED ON TABULATION OF QUANTITIES
LS
1 1
6,864.00 6,864.00
ADJUST THE ROADWAY SHOULDER ELEVATION TO MATCH
WCD095
CURRENT ELEVATION OF ROADWAY ON 65TH STREET WEST
FROM STA 182+20 TO 184+20
LS
1
4,959.22 4,959.22
003-1A ROAD
IRC 1 - FIELD OFFICE
LS1
3 000.00 3,000.00
008 - 1A Road
01204 -SUBSOIL EXCAVATION
CY
380
22.00 8,360.00
010 - 1A Road
0120 6 - EMBANKMENT COMPACTED IN PLACE
CY
2 669
7.50 20 017.50
011 -1A Road
012170 - FLOWABLE FILL
CY
100
170.00 17 000.00
012 - 1A Road
0160 4 - TYPE B STABILIZATION
SY
894
2.70 2,413.80
013 - 1A Road
285709 - OPTIONAL BASE BASE GROUP 09
SY
699
13.00 9 087.00
F1Pub6c Works\ENGINEERING DIVISION PROJECTSM05-66th Ave Wdening_49th Sl to 69th Stll-Adn inlAgenda Ite=\Profecl CloseoLMORKING FOLDERVRC-1505_DESC OF CHCS CO 1
66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET)
PROJECT NO. IRC -1505 BID NO. 2021018
Item No.:
De9cri tion ;. 'Unit. %Quantt
. -Unit Price. _
Price_Increase.-
Pirice:Decrease
014 - 1A Road
0286 1 -TURNOUT CONSTRUCTION
SY
619
26.00
16 094.00
015 - 1A Road
0286 2 - TURNOUT CONSTRUCTION -ASPHALT
TN
135
150.00
20 250.00
016 - 1A Road
0334 1 13 - SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, SP -
12.5 WCDO04
TN
3
91.00
236.60
022 - 1A Road
0425 1 361 - INLETS CURB TYPE P-6 <10'
EA
2
5,500.00
11 000.00
024 - 1A Road 10425
1 461 - INLETS CURB TYPE J-6 <10'
EA
1
8,778.00
8,778.00
025 -1A Road
0425 1 521 -INLETS, DITCH BOTTOM TYPE C <10'
EA
2
3,455.00
6,910.00
032 -1A Road
IRC 4 - PIPE CULVERT SCHEDULE 80 PVC ROUND 8"
LF
31
62.00
1,922.00
034 - 1A Road
039 -1A Road
0430 175 118A- PIPE CULVERT CAP ROUND 18" S/CD
0430 175 136 - PIPE CULVERT RCP ROUND 36" S/CD
LF
LF
40140.00
350
145.00
5 600.00
50 750.00
041 -1A Road
0430 175 148 - PIPE CULVERT RCP ROUND 48" S/CD
LF
50
249.00
12 450.00
044 - 1A Road
0430 175 166 - PIPE CULVERT RCP ROUND 66" S/CD
LF
45
535.00
24 075.00
046 - 1A Road
0430 982 125 - MITERED END SECTION RCP 18"
EA
12
1,470.00
17 640.00
051 -1A Road
0514 71 2 - PLASTIC FILTER FABRIC STABILIZATION
SY
351
4.00
1404.00
052 -1A Road
0520 17 - CONCRETE CURB & GUTTER TYPE E MODIFIED
LF
208
13.50
2,808.00
053 - 1A Road
0520 1 10 - CONCRETE CURB & GUTTER TYPE F
LF730
12.50
9,125.00
054 - 1A Road
0522 2 - SIDEWALK CONCRETE 6" THICK
SY
1.021
38.25
39 053.25
055 -1A Road
0523 2 -PATTERNED PAVEMENT, CONCRETE, NON VEHICULAR
AREAS
SY
143
85.00
12 155.00
057 -1A Road
0530 3 3 - RIPRAP RUBBLE BANK AND SHORE
TN
479.59
151.00
72 418.09
058 -1A Road
0536 1 1 - GUARDRAIL - ROADWAY (INCLUDES PIPE RAIL FULL
LENGTH)
LF
68
21.00
1,428.00
061 - 1A Road
063 - 1A Road
0536 82 - GUARDRAIL ANCHORAGE - CONCRETE BARRIER WALL
0536 85 25 - GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE II
EA
EA
1
1
4,000.00
1 415.00
4000.00
1,415.00
065 -1A Road
0550 60214 - FENCE GATE TYPE B SINGLE 18.1-20.0' OPENING
EA
3
3 000.00
9,000.00
067 - 1A Road
0570 1 1 - PERFORMANCE TURF SOD 1 - BAHIA
SY
1,247
3.00
3,741.00
068 - 1A Road
0570 1 2 - PERFORMANCE TURF SOD 2 - ST AUGUSTINE
SY
14_68 0
4.50
66 060.00
070 - 1A Road
0700 20 13 - SINGLE POST SIGN F&I 21-30 SF
AS
2
4,400.00
8.800.00
072 -1A Road
0700 160 - SINGLE POST SIGN REMOVE
AS
5
30.00
150.00
073 - 1A Road
0706 3 - RETRO REFLECTIVE PAVEMENT MARKERS
AMBER/AMBER
EA
39
4.50
175.50
074 - 1A Road
0706 3A- RETRO REFLECTIVE PAVEMENT MARKERS
HrFE/RED
EA
35
4.50
157.50
077-1A Road
071111123 -THERMOPLASTIC STANDARD WHITE SOLID 12"
LF
3
2.50
7.50
078 -1A Road
0711 11124 -THERMOPLASTIC, STANDARD WHITE SOLID 18"
LF
3
3.50
10.50
080 - 1A Road
0711 11131 -THERMOPLASTIC, STANDARD, WHITE, SKIP, 6", 10-
30 SKIP
GM
0.022
1,350.00
29.70
084 -1A Road
0711 11211 -THERMOPLASTIC, STANDARD YELLOW SOLID 6"
NM
0.123
5,300.00
651.90
nm - 1A Rnari
0711 11224 - THERMOPLASTIC. STANDARD, YELLOW, SOLID 18"
LF
2
3.00
6.00
7
F;M-&ic Warks\ENGINEERING DIVISION PROJECTS\160566th Ave Widening_49th St to 69th St11-AdminXAgenda Item Troject Closeout\WORKING FOLDERMRC-1505_DESC OF CHGS Col
66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET)
PROJECT NO. IRC -1505 BID NO. 2021018
Item N&.. .
Description _:
Unit 1:'Quantity7
Unit Price .:
Price Increase'
Price Decrease
086 - 1A Road
0711 11241 -THERMOPLASTIC, STANDARD, YELLOW,
DOTTED/GUIDELINE/6-10 GAP EXTENSION 6"
LF
223
1.00
223.00
102 - 1A Road
0635 2 13 - 30" X48" SPLICE BOX FOR FIBER OPTIC
EA
3
1,200.00
3,600.00
172-1 B Road
110-7-1 - MAILBOX F & I
EA
31 1
100.00
3.100.00
174 - 1 B Road
120-4 -SUBSOIL EXCAVATION
CY
282
22.00
6 204.00
175 - 1 B Road
120-5 - CHANNEL EXCAVATION
CY
890
3.50
3,115.00
176 - 1 B Road
120-6 - EMBANKMENT
CY
1,061
7.50
7957.50
177 - 1 B Road
160-4- TYPE "B" STABILIZATION
SY
3,511
2.70
9 479.70
178 - 1 B Road
285-709 - OPTIONAL BASE BASE GROUP 9
SY
2,909
13.00
37 817.00
179 - 1 B Road
286-1 -TURNOUT CONSTRUCTION
SY
2,320
26.00
60 320.00
181 - 1 B Road
334-1-13 - SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC
C 2"
TN
4.3
91.00
391.30
184 - 1 B Road
400-1-2 - CLASS I CONCRETE ENDWALL
CY
1.3
1,100.00
1 430.00
188 - 1 B Road
425-1-351 - INLETS CURB(TYPE P-5 <10'
EA
2
4.880.00
9,760.00
189 - 1 B Road
425-1-361 -INLETS CURB PE P-6 <10'
EA
2
4,900.00
9,800.00
199 - 1 B Road
425-1-541A- INLETS (DT BOT)(TYPE D) (<10) (CONTROL
STRUCTURE W/ EXTERNAL SKIMMER)
EA
5
6,400.00
32 000.00
211 - 1 B Road
430-175-124 - PIPE CULVERT RCP ROUND 24" SS
LF
3
82.00
246.00
224 - 1 B Road
430-175-218 - PIPE CULVERT ERCP 14" X 23" SS
LF
58
80.00
4,640.00
228 - 1 B Road
430-982-125 - MITERED END SECTION CONC. 18" CD
EA
3
1,470.00
4,410.00
230 - 1 B Road
430-982-625 - MITERED END SECTION CONC. 14"X23"CD
EA
3
1,600.00
4 800.00
231 - 1 B Road
440-1-20 - UNDERDRAIN
LF
25
50.00
1,250.00
232 - 1 B Road
440-1-60 - ROCK DRAIN
LF
100
1 31.00
3.100.00
233 -1 B Road
520-1-10 -CONCRETE CURB & GUTTER TYPE F
LF
311
12.50
3887.50
235 - 1 B Road
522-2 - CONCRETE SIDEWALK 6" THICK
SY
310
38.25
11 857.50
237 -1 B Road
530-3-4 - RIPRAP RUBBLE (F&I) (DITCH LINING
TN
449.63
151.00
67 894.13
238 - 1 B Road
536-1-1 -GUARDRAIL(ROADWAY)
LF
110
21.00
2310.00
240 - 1 B Road
536-85-25 - GUARDRAIL END ANCHORAGE ASSEMBLY PE II
EA
2
1,400.00
2,800.00
242 - 1 B Road
550-10-110A- FENCING PEA 5.0' STANDARD
LF
88
19.00
1,672.00
243- 113 Road
550-10-1106 - FENCING PEA 4.0' STANDARD
LF
328
16.00
5248.00
244 - 1 B Road
550-10-220 - FENCING PE B 6.0' STANDARD
LF
661
18.00
11 898.00
246 - 1 B Road
550-10-410A - FENCING(WOOD) 4.0' 3 RAIL SPLIT RAIL
LF
267
11.00
2,937.00
247 - 1 B Road
550-10-4108 - FENCING(WOOD) 5.0' 3 RAIL SPLIT RAIL
LF
696
11.00
7,656.00
248 - 1 B Road
550-60-213 - FENCE GATE PE B SINGLE 16.0' OPENING
EA
1
2.800.00
2,800.00
250 - 1 B Road
550-60-912 - FENCE GATE(WOOD) SINGLE 10.0' OPENING
EA
1
2,800.00
2,800.00
251 -1 B Road
570-1-2A- PERFORMANCE TURF SOD BAHIA
SY
362
3.00
1,086.00
7
F:\Public Warks\ENGINEERING DIVISION PROJECTS\1505-66th Ave Widening -.49th St to 69th St\1-Admin\Agenda Items\Project Closeout\WORKING FOLDER\IRC-1505_DESC OF CHGS CO 1
66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET)
PROJECT NO. IRC -1505 BID NO. 2021018
Item No. "
Description _ _ .Unit
Quantl
'Unit Price
Priced ncrease
Price Decrease:
252 - 1 B Road
630-2-11A- CONDUIT OPEN TRENCH) (F&I) (2"
LF
18
4.00
72.00
253 - 1 B Road
630-2-11B -CONDUIT OPEN TRENCH F 2"
LF
18
4.00
72.00
264-IBS&M
711 -11 -121 -THERMOPLASTIC STD WHITE SOLID 6"
LF 1
511
1.00
511.00
265 - 16 S&M
711-11-122 -THERMOPLASTIC STD WHITE SOLID 8"
LF
515
1.00
515.00
266 -1 B S&M
711-11-123 -THERMOPLASTIC STD WHITE SOLID 12"
LF
7
2.50
17.50
267 -1 B S&M
711-11-124 - THERMOPLASTIC STD WHITE SOLID 18"
LF
4
3.50
14.00
269 -1 B S&M
711-11-131 -THERMOPLASTIC, STD WHITE SKIP 10'-30' 6"
LF
9
1.00
9.00
270 -1 B S&M
711-11-141 - THERMOPLASTIC STD WHITE SKIP 2'-4' / 6-10' 6"
LF
2
1.00
2.00
274 - 1 B S&M
711-11-224 - THERMOPLASTIC STD YELLOW SOLID 18"
LF
10
3.50
35.00
275 - 1 B S&M
711-11-241 - THERMOPLASTIC STD YELLOW SKIP (2'-4'/ 6'-101
LF
1,109
1.00
1,109.00
306 - 1 B LS & Irr
570-1-2B - PERFORMANCE TURF SOD ST AUGUSTINE'FLORAT
SY
16,355
4.50
73 597.50
339 -1 B 65th B
455-34-3A - PRESTRESSED CONCRETE PILING 18" SQ
LF
208
37.00
7,696.00
CO -3 635-2-12
PULL & SPLICE BOX F & I SIGNAL 24 x 36
EA
1
2,630.25
2,630.25
WCDO03
Overrun Underrun Pa Items 649 (Signal Mast Arms Phase 1 B Plan R
LS
1
17 300.00
17 300.00
WCDO04
ASPHALT PAVEMENT DESIGN TYPICAL SECTION PHASE 1A
LS
1
29 920.00
29 920.00
WCD068
REIMBRUSEMENT TO IRC FOR COST OF RESOLUTION TESTING
FOR 2 STABILIZING SUBGRADE SAMPLES WHERE VT RESULTS
WERE USED FOR ACCEPTANCE
LS
1
243.20
243.20
WCD078
REIMBURSEMENT TO IRC FOR COST OF 1,799 LF OF
PEDESTRIAN PIPE RAIL NOT INSTALLED ON PHASE 1A PORTION
OF THE PROJECT
LS
1
16 191.00
16 191.00
WCDO81
CREDIT TO COUNTY FOR REDUCTION IN MAST ARM LENGTHS
OF SIGNALIZATION POLES AT 66TH AVE & 57TH St
LS
1
11 283.00
11 283.00
WCDO87
REIMBURSE IRC FOR RESOLUTION TESTING & DEFECTIVE
ASPHALT
LS
1
1079.84
1079.84
WCDO97
ASPHALT PAY QUANTITY ADJUSTMENT (PAY ITEM 337 7 82)
LIMIT TO MAX OF 105% OF THE SPREAD RATE
LS
1
203 612.50
203 612.50
FA
FORCE ACCOUNT
3,500,000.00
SUBTOTALS
.97
66TH AVE (49TH ST - 69TH ST) TOTAL I $ (1,322,311.29) 1
7
RIPubllc Works\ENGINEERING DIVISION PROJECTSM05.66th Ave Wden'mg_49th St to 69th StX1-Admf6Vgenda ItemXProject Closeout%WORKING FOLDERVRC-1505_0ESC OF CHGS CO 1