HomeMy WebLinkAboutCO_16_96th_&_Keystone_Parkway__16-ENG-05 DocuSign Envelope ID:A7F9746E-7DB6-4267-AAA4-0745A105ADCE
City of Carmel Project 16-ENG-05
96th Street and Keystone Parkway
CHANGE ORDER # 16
The purpose of this change order is to address the additional costs to the contract due to Time and Materials work.This
change order also addresses Increases/Decreases in existin,item quantities.See the attachments for more information.
Contract Price prior to this Change Order 532,t98,690.81
Contract Price will be increased/decreased by this Change Order $36,089.75
New Contract Price including this Change Order $32,234,780.56
Amount Adjusted Contract Cumulative % Change
Price from Original Contract
Original Contract $28,793,000.00 $28,793,000.00 N/A
CO 01 $25,843.67 $28,818,843.67 0.09%
CO 02 $3,48130 $28,822,325.47 0.10%
CO 03 $0.00 $28,822,325.47 0.10%
CO 04 $46,996.32 $28,869,321.79 0.27%
C005 ($172,023.87) $28,697,297.92 -0.33%
CO 06 $68,110.98 $28,765,408.90 -0.10%
CO 07 $164,830.51 $28,930,239.41 0.48%
CO 08 $1,300,000.00 $30,230,239.41 4.99%
CO 09 $235,881.10 $30,466,120.61 5.81%
CO 10 $251,434.21 $30,717,554.72 6.68%
CO 11 ($404,170.92) $30,313,383.80 5.28%
CO 12 $232,862.12 $30,546,245.92 6.09%
CO 13 $216,919.25 $30,763,165.17 6.84%
C014 $1,213,176.86 $31,976,342.03 11.06%
CO 15 $222,348.78 $32,198,690,81 11.83%
CO 16 $36,089.75 $32,234,780.56 11.83%
DocuSign Envelope ID:A7F9746E-7DB6-4267-AAA4-0745A105ADCE
CITY OF CARIvIEL
TO: CONTRACT CHANGE ORDER NO.: 16
DATE: 10/14/2020
PROJECT NAME: 16-ENG-05
CITY REQ. NO.:
CITY PO NO.:
CITY PO DATE:
I. You are directed to make the following changes in this Contract:
The purpose of this change order is to address the additional costs to the contract due to Time and Materials work.This
change order also addresses Increases/Decreases in existing item quantities.See the attachments for more information
SCHEDULED ADJUSTMENT
ITEM AMOUNT I+)OR(-)DAYS
*See the attachment
11. The following referenced Documents further describe the changes outlined in Paragraph 1,and
are to be considered a part of this Change Order: R.F.P.: W.Q.C.No.:
Other:
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order S 32,198,690.81
Contract Price will be increased/decreased by this Change Order 5 36,089.75
New Contract Price including this Change Order $ 32,234,780.56
Contract Time Prior to this Change Order Days 9/3/2020 Completion Date
Net increased/decreased resulting from this Change Ordei 0 Days
Current Contract Time including this Change Ord 0 Days 9/3/2020 Completion Date
This Change Order is for full and final settlement of all direct. indirect. impact costs and time extensions
incurred at any time resulting from the performance of the changed work.
The Above Changes Are The Above Changes Are Approved:
Recommended Accepted: �DocoSignetl by:
American Structurepoint Inc. Rieth-Riley Construction Co,Inc jaw,t,s I'JV'aAlta l
ENGINEER CONTRACTOR 9'�5 8 "�°;'�
James �ralnard,Mayor
9025 River Road.Suite 200 Indianapolis.IN 46221
Address kin fly t,, id
Address `Mt'y°A°nn Burke, Member
L (Nil,
tt0`i'°Wlit"son, Member
Indianapolis,IN 46240 Indianapolis.IN 46221
City/State/Zip City/State/Zip I my shmnn, PE.City
Engineer
By: ATTEST:
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Phone:(i7)401-0263 Phone:(317)518-2500 5ut, (Potf;,
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Date: /4' 2d aZp Date: /0 41 204 Date: 12/3/2020
Version 2016-0X-31 AR.-6
DocuSign Envelope ID:A7F9746E-7DB6-4267-AAA4-0745A105ADCE
American Structure point, Inc,
;,jl• STRUCTUREPOINT p
Change Order Details
96th Street and Keystone Parkway
Description: 16-ENG-05
Construction of a roundabout interchange at the
intersection of 96th Street and Keystone Parkway,
including the reconstruction of Keystone Parkway
from I-465 to 98th Street, and reconstruction of 96th
Street from Haverstick Road to Enterprise Drive.
The Project includes new construction of a twospan
bridge over 96th Street.
Change Order: 16 Date Created: 08/31/2020
Status: Pending Approval Date Approved;
Type:
Summary: Time and Materials Items/Quantity Changes
•
Change Order Description: ITEM 417: FORCE ACCOUNT WORK- Bridge Deck Sealing:
With completion of the Keystone Bridge falling in the colder months in 2019,
the recommended parameters for surface sealing of the concrete decks could
not be met. In order to comfortably open the bridge to traffic, it was agreed
upon to Lightly seal the concrete bridge decks with a non-epoxy sealer. This
would provide some protection from salt prior to application of the epoxy
penetrating sealer in the spring of 2020.
ITEM 418: FORCE ACCOUNT WORK-Crane Move:
Due to delay in the relocation of the IPL lines crossing Keystone Parkway,
Rieth-Riley was forced to partially dismantle the crane in order to move it
under the existing IPL lines between Pier 2 and Bent 1. Once the crane was
moved under the lines, it then had to be re-assembled in order to drive the
piling at Bent 1.
ITEM 419: FORCE ACCOUNT WORK-GDO-8 vs Storm Pipe Conflict:
The 18 IN storm pipe between STR 139 and STR 143 was designed in the same
location as the median foundation for overhead sign structure GDO-8. This
storm pipe was already installed when James H. Drew began excavation for the
sign foundation. Gradex removed the 18 IN pipe, added a manhole structure
(STR 139F) at the conflict point, and re-installed the 18 IN pipe in order to
divert the pipe around the foundation.
ITEM 420: FORCE ACCOUNT WORK- Moment Slab, Ramp SWR:
Due to delay in the relocation of an existing IPL pole, Rieth-Riley was forced to •
skip around this pole when constructing the concrete moment slab along the
west side of Ramp SWR in 2019. This area was later filled with temporary HMA
in order to safely allow a traffic switch to keep the project moving. During the
2020 construction season, Rieth-Riley removed the temporary HMA and
constructed the concrete moment slab as planned. It was agreed that the
Contractor would perform the work for the HMA removal and concrete moment
slab construction utilizing Time and Materials.
ITEM 421: FORCE ACCOUNT WORK- MSE Wall Cores:
MSE walls constructed on the project were designed to have a subsurface drain
just above the foundation for the walls. There was no provision for an outlet for
these subsurface drains. MSE Wall panels were cored at various locations in
order to provide an outlet for the subsurface drain pipe installed behind the
MSE Wall panels. This added work was tracked as Time and Materials.
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ITEM 422: FORCE ACCOUNT WORK- Re-handle H-Piling:
Rieth-Riley was forced to accept delivery of the steel H-piling to avoid further
price increases from the supplier. Due to delays in the project, Rieth-Riley was
not able to place this material at the Keystone Bridge.The H-piles were
delivered and stored at the location of the former Chase Bank. As a result,
Rieth-Riley incurred additional cost for handling the H-piling multiple times
while moving it to the bridge construction location.
ITEM 423: FORCE ACCOUNT WORK-Winter Concrete:
Due to delays in construction of the project, Rieth-Riley performed various
concrete construction operations during the cold weather months in both 2018/
2019 and 2019/2020. The concrete supplier(IMI), added a surcharge per cubic
yard for winter concrete. Rieth-Riley also had additional costs for rental of
insulated blankets as well as additional labor required to cover/uncover
concrete pours to prevent freezing. These additional costs were tracked as
Time and Materials work.
Item 424: FORCE ACCOUNT WORK- Pothole Patching:
Rieth-Riley incurred additional costs to maintain the existing pavement on 96th
Street prior to the eventual removal and replacement of the pavement as
planned. It was agreed that Rieth-Riley would track the additional costs for
patching 96th Street pavement as Time and Materials.
ITEM 425: FORCE ACCOUNT WORK- Penske Chevrolet Approach, Grade
Change:
After Reith-Riley had set forms for the construction of the concrete approach at
the entrance to Penske Chevrolet, it was determined that the low decks of the
car hauler trailers would not clear utilizing the slopes as designed.The
Contractor removed formwork, re-graded the subgrade for the approach, and
re-set forms for the concrete approach at the newly agreed upon slopes.
Additional costs for this re-work were tracked as Time and Materials required
to perform the work.
ITEM 426: FORCE ACCOUNT WORK- SE Keystone Storm Modifications (AT&T
Conflict):
There is an existing AT&T Duct bank that runs along the east side of Keystone
Parkway. The proposed storm sewer was not designed around this utility as
requested by the City of Carmel.Therefore, Gradex had to modify the designed
storm structures and locations in order to avoid the duct bank.
Item 427: FORCE ACCOUNT WORK- Haverstick Road, Water Line Lowering:
While excavating for subgrade treatment at the south end of Haverstick Road,
the 4in. fire line and water service line tying into the adjacent office building
ended up being too shallow to obtain required coverage. Citizens Energy
reviewed the situation and recommended that the lines be lowered to achieve
required coverage. It was agreed that Gradex would perform the work on a
Time and Materials basis.
Item 428: FORCE ACCOUNT WORK- Rohrer Road and Grace Drive Crosswalk:
The City of Carmel solicited Rieth-Riley Construction to construct a crosswalk
at Rohrer Road and Grace Drive. Payment for that work was to be made under
the 96th/Keystone contract.
ITEM 429: FORCE ACCOUNT WORK - HMA Wedge and Removal:
In order to safely open the road for winter, Rieth-Riley performed wedging
throughout the project limits, providing safe transitions from the intermediate
HMA layer to the moment slab or curb elevations. This also allowed for proper
drainage. Additional costs associated with the HMA wedging (and removal)
were tracked on a Time and Materials basis,
ITEM 430: FORCE ACCOUNT WORK- Clearing Right of Way, Sarah Care Drive
Approach:
City of Carmel agreed to add a new drive approach from the south leg of
Haverstick Road to the property behind the Sarah Care. This required
additional clearing of right of way in order to make way for the new
construction.Additional costs for this work were tracked on a Time and •
Materials basis.
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ITEM 431: FORCE ACCOUNT WORK- Curb Ramp Replace, SE Leg of Gray
Road RAB:
Rieth-Riley was asked to replace a curb ramp and section of depressed
sidewalk on the SE leg of the Gray Road RAB. The damage was
apparently the result of utility work in the area. Since the Gray Road
project is complete, this work is being paid on the 96th and Keystone
project.
ITEM 432: FORCE ACCOUNT WORK- South Haverstick HMA and Curb:
Rieth-Riley was delayed in completing the HMA Paving and Concrete
Curb and Gutter on the south leg of the 96th Street and Haverstick
Road RAB. This delay was due to a 4 in. Fire Line and Water Service
Line that needed to be lowered due to inadequate cover. The Citizens
Energy Group water lines crossed Haverstick Road from west to east
and fed the office building at the SE corner of the intersection.
Lowering of the roadway on the south leg of the RAB (as planned) •
resulted in the inadequate cover situation. Rieth-Riley was not able to
complete the work on this south leg at the same time as the rest of the
work in the intersection. Rieth-Riley claimed that bringing crews back in
to complete this small amount of work would result in additional cost to
the project due to inefficiencies. City of Carmel agreed to the Rieth-
Riley request to track the remaining work via Time and Materials.
Also included in this Change Order are quantity changes (overruns/
underruns) to various contract pay items as of 9/15/2020.
Awarded Project Amount: $28,793,000.00
Authorized Project Amount: $32,198,690.80
Change Order Amount: $36,089.75
Revised Project Amount: $32,234,780.55
Increases/Decreases
Line Number Item Unit Unit Price Current Change Revised
Quantity Amount Quantity Amount Quantity Amount
Section: 1 - 801-08400
0100 10 SET $6.600 8,975.00 $59,235.00 -7,940.00 -$52,404.00 1,035.00 $6,831.00
REGULATED ASBESTOS CONTAINING MATERIALS, REMOVE
0110 11 CYS $37,000 400.00 $14,800.00 -400.00 -$14,800.00 0.00 $0.00
REGULATED MATERIALS, DISPOSE,TYPE C
0120 12 CYS $25.000 400.00 $10,000.00 -400.00 -$10,000.00 0.00 $0.00
REGULATED MATERIALS, REMOVE,TYPE C
0130 13 CYS $45.000 400.00 $18,000.00 -400.00 -$18,000.00 0.00 $0,00
REGULATED MATERIALS,TRANSPORT,TYPE C
0140 14 EACH $4,400.000 2.00 $8,800.00 -1.00 -$4,400,00 1.00 $4,400.00
UNDERGROUND STORAGE TANK, REMOVE AND DISPOSE, 6,000-10,000 GALLONS CAPACITY
0250 25 TON $50.000 18.00 $900.00 -18.00 -$900.00 0.00 $0.00
TEMPORARY FILTER STONE
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DocuSign Envelope ID:A7F9746E-7DB6-4267-AAA4-0745A105ADCE
Line Number Item Unit Unit Price Current Change Revised
Quantity Amount Quantity Amount Quantity Amount
0270 27 SFT $7.600 1,586.00 $12,053.60 -1,586.00 -$12,053.60 0.00 $0.00
TEMPORARY SHEET PILING
0280 28 SYS $14.750 2,395.00 $35,326.25 298.62 $4,404.65 2,693.62 $39,730.90
SUBGRADE TREATMENT,TYPE II
0320 32 CYS $20.000 11,576.00 $231,520.00 -4,776.62 -$95,532.40 6,799.38 $135,987.60
B BORROW, UNDISTRIBUTED
0350 35 CYS $75.000 1,895.00 $142,125.00 -1,235.49 -$92,661.75 659.51 $49,463.25
STRUCTURE BACKFILL,TYPE 5
0370 37 TON $18.000 7,081.00 $127,458.00 -3,000.00 -$54,000.00 4,081.00 $73,458.00
COMPACTED AGGREGATE NO. 53 BASE
0400 40 TON $35.000 1,216.27 $42,569.45 382.49 $13,387.15 1,598.76 $55,956.60
COMPACTED AGGREGATE NO. 53 TEMPORARY FOR DRIVEWAYS
0420 42 LS $1,252.990 1.00 $1,252.99 -1.00 -$1,252.99 0.00 $0.00
PROFILOGRAPH, HMA
0430 43 TON $77.880 2,240.00 $174,451.20 1,297.19 $101,025.16 3,537.19 $275,476.36
HMA,4, 76, SURFACE,9.5 mm
0450 45 TON $50.630 15,267.00 $772,968,21 -900.00 -$45,567.00 14,367.00 $727,401.21
HMA, 4, 64, BASE,25.0 mrn
0460 46 TON $52.880 13,142.00 $694,948.96 423.38 $22,388.33 13,565.38 $717,337.29
HMA, 5, 76, INTERMEDIATE, OG 19.0 mm
0470 47 TON $52.460 17,900.00 $939,034.00 96.24 $5,048.75 17,996.24 $944,082.75
HMA,4,64, BASE, 19.0 mm
0670 67 LFT $66.000 390.00 $25,740.00 -140.00 -$9,240.00 250.00 $16,500.00
GUARDRAIL,TIMBER,TREATED
0680 68 EACH $2,236.000 4.00 $8,944.00 -3.00 -$6,708,00 1.00 $2,236.00
GUARDRAIL,TIMBER,TREATED,APPROACH
0740 74 LFT $16,000 425.00 $6,800.00 -425.00 -$6,800.00 0.00 $0.00
FENCE, CHAIN LINK, 48 IN.
0760 76 SYS $38.880 1,159.00 $45,061.92 1,398.08 $54,357.35 2,557.08 $99,419.27
SIDEWALK, CONCRETE
0780 78 SYS $151.720 1,733.00 $262,930.76 43.17 $6.549.75 1,776.17 $269,480.51
CURB RAMP, CONCRETE(ALL TYPES)
0820 82 LFT $18.210 1,300.00 $23,673.00 464.82 $8,464.37 1,764.82 $32.137.37
CURB,CONCRETE, MODIFIED
0850 85 LFT $139.090 89.00 $12,379.01 7.41 $1,030.66 96.41 $13,409.67 •
CURB AND GUTTER,TURNOUT COMBINED
0860 86 LFT $50.530 165.00 $8,337.45 46.60 $2,354.70 211.60 $10,692,15
CURB AND GUTTER, COMBINED,TYPE II
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Line Number Rem Unit Unit Price Current Change Revised
Quantity Amount Quantity Amount Quantity Amount
0870 87 LFT $25.210 1,587.00 $40,008.27 10.62 $267,73 1,597.62 $40,276.00
CURB AND GUTTER, ROLL CURB
0900 90 TON $109.260 710.00 $77,574.60 -300.00 -S32,778.00 410.00 $44,796.60
HMA FOR APPROACHES,TYPE B
0910 91 SYS $59.070 187.00 $11,046.09 41.63 $2,459.08 228.63 $13,505.17
PCCP FOR APPROACHES, 6 IN.
0920 92 SYS $69.070 1,730.00 $119,491.10 299.56 $20,690.61 2,029.56 $140,181.71
PCCP FOR APPROACHES, 9 IN.
0950 95 EACH $578.000 76.00 $43,928.00 -76.00 -$43,928.00 0.00 $0.00
MONUMENT, B
0960 96 EACH $506,000 3,00 $1,518.00 -3.00 -$1,518.00 0.00 $0.00
MONUMENT,C
0970 97 EACH $117.000 4.00 $468.00 -4.00 -$468.00 0.00 $0.00
MONUMENT,D
1120 112 MOS $2,314.810 34.00 $78,703.54 2.50 $5,787.03 36.50 $84,490.57
FIELD OFFICE,B
1270 127 LFT $64.860 6,597.00 $427,881.42 12.80 $830.21 6,609.80 $428,711.63
RAILING,CONCRETE FT, MODIFIED
1360 136 LFT $96.000 150.00 $14,400.00 -150.00 -$14,400.00 0.00 $0.00
TEMPORARY PIPE
1430 143 LFT $33.000 107.00 $3,531.00 1.00 $33.00 108.00 $3,564.00
PIPE,TYPE 1, CIRCULAR., 12 IN.
1530 153 LFT $82.000 691.00 $56,662.00 7.00 $574.00 698.00 $57,2.36.00
PIPE, SLOTTED DRAIN, 12 IN.
1560 156 TON $58.270 350.00 $20,394.50 -350.00 -$20,394.50 0.00 $0.00
HMA FOR STRUCTURE INSTALLATION,TYPE D
1660 166 SYS $1.000 9,046,00 $9.046.00 1,905.40 $1,905.40 10,951.40 $10,951.40
GEOTEXTILES FOR UNDERDRAIN
1690 169 EACH $2,500.000 15.00 $37,500.00 1.00 $2,500.00 16.00 $40,000.00
INLET,TYPE HA WITH SLOTTED DRAIN.
1840 184 EACH $1,700.000 29.00 $49,300.00 1.00 $1,700.00 30.00 $51,000.00
MANHOLE,C4
2010 201 i.,FT $35.040 6,083.00 $213,148.32 -360.00 -$12,614.40 5,723.00 $200,533.92
LEVELING PAD,CONCRETE
2090 209 EACH $222.000 14.00 $3,108.00 4.00 $888.00 18.00 $3,996.00
CONSTRUCTION SIGN,C
2100 210 EACH $444.000 10.00 $4,440.00 5.00 $2,220.00 15.00 $6,660.00
ROAD CLOSURE SIGN ASSEMBLY
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Line Number Item Unit Unit Price Current Change Revised
Quantity Amount Quantity 4rnount Quantity Amount
2130 213 LET $0.700 152,416.00 $106,691.20 5,789.00 $4,052.30 158,205.00 $110,743.50
TEMPORARY PAVEMENT MARKING, REMOVABLE,4 IN.
2140 214 LFT $1.000 10,690.00 $10,690.00 235.00 $235.00 10,925.00 $10,925.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, 5 IN.
2150 215 EACH $1.000 61.00 $61.00 15.00 $15.00 76.00 $76.00
TEMPORARY PAVEMENT MESSAGE MARKING. REMOVABLE, LANE INDICATION ARROW
2160 216 LFT $5.000 626.00 $3,130.00 75.00 $375.00 701.00 $3,505.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, 24 IN.
2180 218 EACH $188.000 76.00 $14,288.00 8.00 $1,504.00 84.00 $15,792.00
CONSTRUCTION SIGN, A
2200 220 DAY $5.000 1,440.00 $7,200.00 109.00 $545.00 1,549.00 $7,745.00
FLASHING ARROW SIGN
2240 224 LFT $15.000 344.00 $5,160.00 120.00 $1,800.00 464.00 $6,960.00
BARRICADE, III-B
2260 226 EACH $5,000.000 6.00 $30,000.00 -2.00 -$10,000.00 4.00 $20,000.00
PORTABLE CHANGEABLE MESSAGE SIGN
2320 232 SET $14.000 2,532.00 $35,448.00 19.50 $273.00 2,551.50 $35,721.00
SIGN, PANEL,WITH LEGEND
2490 249 EACH $1,989.000 5.00 $9,945.00 3.00 $5,967.00 8.00 $15,912.00
OVERHEAD SIGN STRUCTURE,CABLE SPAN, REMOVE
2550 255 EACH $3,660.000 3.00 $10,980.00 1.00 $3,660.00 4.00 $14,640.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE
2590 259 LFT $15.500 426.00 $6,603 00 12,40 $192.20 438.40 $6,795.20
CONDUIT, PVC, 4 IN.
2740 274 LFT $19.000 8,590.30 $163,215.70 745.67 $14,167.73 9,335.97 $177,383.43
CONDUIT, STEEL, GALVANIZED,2 IN.
2750 275 LFT $10.000 10,045.00 $100,450.00 1,771.70 $17,717.00 11,816.70 $118,167.00
WIRE, NO. 4 COPPER, IN PLASTIC DUCT, IN TRENCH,4 1/C
2760 276 EACH $3,441.000 1.00 $3,441,00 1.00 $3,441.00 2.00 56,882,00
CIRCUIT INSTALLATION, UNDERPASS, 6 LUMINAIRES
2770 277 EACH $3,931.000 4.00 $15,724.00 1.00 $3,931.00 5.00 $19,655.00
SERVICE POINT, I
2810 281 EACH $46.500 236.00 $10,974.00 1.00 $46.50 237.00 $11,020.50
MULTIPLE COMPRESSION FITTING, NON-WATERPROOFED
2890 289 LFT $1.250 2,796.00 $3,495.00 1,554.00 $1,942.50 4,350.00 $5,437.50
LINE,THERMOPLASTIC, BROKEN, WHITE, 5 IN.
2910 291 LET $2.000 1,638.00 $3,276.00 889.00 $1,778.00 2,527.00 $5.054.00
LINE.THERMOPLASTIC, SOLID, WHITE, 8 IN.
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Line Number Item Unit Unit Price Current Change Revised
Quantity Amount Quantity Amount Quantity Amount
3010 301 LFT $12.000 73.00 $376.00 139.10 $1,669.20 21.2.10 $2,545.20
TRANSVERSE MARKING,THERMOPLASTIC,YIELD LINE, WHITE, 24 IN.
3050 305 LET $2.000 144.00 $288.00 64.00 $128.00 208.00 $416.00
LINE,THERMOPLASTIC, DOTTED, WHITE, 6 [N.
3080 308 LET $0.750 14,426.00 $10,819.50 4,057,32 $3,042.99 18,483.32 $13,862.49
LINE,THERMOPLASTIC,SOLID, YELLOW, 4 [N..
3100 310 LFT $3.000 355.00 $1,065.00 128.00 $384.00 483.00 $1,449.00
TRANSVERSE MARKING,THERMOPLASTIC,CROSSHATCH LINE, YELLOW 12 IN.
3120 312 EACH $25.000 414.00 $10,350.00 -384.00 -$9,600.00 30.00 $750.00
SNOWPLOWABLE RAISED PAVEMENT MARKER
3160 316 TON $88.980 4,590.00 $408,418.20 -354.57 -$31,549.64 4,235,43 $376,868.56
HMA,4,76, SURFACE, 9.5 rum-SMA
3270 327 LFT $5.000 367.00 $1,835.00 48.00 $240.00 415.00 $2,075.00
TRANSVERSE MARKING, REMOVE
3540 110-07025 EACH $1,654.780 3.00 $4,964.34 1.00 $1,654.78 4.00 $6,619.12
MOBILIZATION AND DEMOBILIZATION
3660 805-78795 LFT $9.140 390.00 $3,564.60 347.12 $3,172.68 737.12 $6,737.28
SAW CUT FOR ROADWAY LOOP AND SEALANT
3670 805-78470 LFT $0.650 1,365.00 $387.25 815.20 $529.88 2,180.20 $1,417.13
SIGNAL CABLE,ROADWAY LOOP, COPPER 1CI14GA
3760 605-06125 LFT $24.840 3,376.00 $83,859.84 190.41 $4,729.78 3.566.41 $88,589.62
CURB,CONCRETE, MODIFIED
3780 502-08204 SYS $128.750 524.00 $67,465.00 -210.00 -$27,037.50 314.00 $40,427.50
PCCP, 12.5 IN
3910 805-04133 EACH $1,124.290 1.00 $1,124.29 1.00 $1,124.29 2 00 $2,248.58
SIGNAL POLE,PEDESTAL, 12FT
3940 805-11799 EACH $7,973.750 1.00 $7,973.75 1.00 $7,973.75 2 00 $15,947.50
RECTANGULAR RAPID FLASHING BEACON
4040 605-06255 SYS $256,020 45.00 $11,520.90 30.48 $7,803.49 15.48 519.32.1.39
CENTER CURB, D. CONCRETE
(78 Items) Totals $6,047,241.21 -$275,646.78 $5,771,594.43
New Items
Line Number Item Unit Pending Quantity Unit Price Dollar Amount
Section; 1 -801-08400
4170 109-04299 DOL 7,179.38 $1.000 $7,179.38
FORCE ACCOUNT WORK
Reason: Bridge Deck Sealing
Change Order Details: 96th Street and Keystone Page 7 of 9 10/14/2020
Parkway
DocuSign Envelope ID:A7F9746E-7DB6-4267-AAA4-0745A105ADCE
Line Number Item Unit Pending Quantity Unit Price Dollar Amount
4180 109-04299 DOL 3,929.42 $1.000 $3,929.42
FORCE ACCOUNT WORK
Reason:Crane Move
4190 109-04299 DOL 3,600.75 51.000 $3,600.75
FORCE ACCOUNT WORK
Reason: GDO-8 vs. Storm Pipe Conflict
4200 109-04299 DOL 19,100.28 51.000 $19,100.28
FORCE ACCOUNT WORK
Reason: Moment Slab,Ramp SWR
4210 109-04299 DOL 2,622.98 $1.000 $2,622.98
FORCE ACCOUNT WORK
Reason: MSE Wall Cores(Underdrain Outlets)
4220 109-04299 DOL 6,298.22 $1.000 $6,298.22
FORCE ACCOUNT WORK
Reason: Re-handle H-Piling
4230 109-04299 DOL 52,462.30 $1.000 $52,462.30
FORCE ACCOUNT WORK
Reason: Winter Concrete
4240 109-04299 DOL 2,281,12 $1.000 $2,281.12
FORCE ACCOUNT WORK
Reason: Pothole Patching
4250 109-04299 DOL 3,778.15 $1.000 $3,778.15
FORCE ACCOUNT WORK
Reason: Penske Chevrolet Approach, Grade Change
4260 109-04299 DOL 613.34 $1,000 $613.34
FORCE ACCOUNT WORK
Reason: SE Keystone Storm Modifications (AT&T Conflict)
4270 109-04299 DOL 18,238.49 $1.000 $18,238.49
FORCE ACCOUNT WORK
Reason: Haverstick Road,Water Line Lowering
4280 109-04299 DOL 77,080.32 $1.000 $77,080.32
FORCE ACCOUNT WORK
Reason: Rohrer Road and Grace Drive Crosswalk
4290 109-04299 DOL 45,154,73 $1.000 $45,154.73
FORCE ACCOUNT WORK
Reason: HMA Wedge and Removal
4300 109-04299 DOL 2,674.17 $1.000 $2,674.17
FORCE ACCOUNT WORK
Reason: Clearing Right of Way,Sarah Care Drive Approach
4310 109-04299 DOL 5.496.58 $1.000 $5,498.58
FORCE ACCOUNT WORK
Reason: Curb Ramp Replace, SE Leg Gray Road RAB
4320 109-04299 DOL 61.224.30 $1.000 $61,224.30
FORCE ACCOUNT WORK
Reason: South Haverstick HMA and Curb
(16Items) Total: +$311,736.53
Change Order Details: 96th Street and Keystone Page 8 of 9 10/14/2020
Parkway
DocuSign Envelope ID:A7F9746E-7DB6-4267-AAA4-0745A105ADCE
Recommended for Processing:
Timothy P.Conarroe,PE o-• ""'�""'�":}.,�n• 1 0'20-2O2 V
o.4mxiioa a».a.m
Resident Project Representative Date
Contractor Date
Owner Date
Mange Order Details: 96th Street and keystone Paae 9 of 9 10/14/2020
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