HomeMy WebLinkAboutChange_Order_1;_Beaty_Construction,_Inc.;_($290,935.77);_17-ENG-01_-_Duke_Energy_Relocation_Plans_Ph DocuSign Envelope ID:49EBA41B-B57F-4263-818C-D10E08776279
City of Carmel Project 17-ENG-01
(APPROVED 1
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Duke Energy Relocation Plans Phase 2
North
CHANGE ORDER #1
Added line items due to additional work to avoid existing utilities
Contract Price prior to this Change Order $5,082,751.62
Contract Price will be increased/decreased by this Change Order $290,935.77
New Contract Price including this Change Order $5,373,687.39
Amount Adjusted Contract Cumulative %
Price Change from Original
_ _ _ _ Contract
Original Contract $5,082,751.62 $0.00 N/A
CO1 $5,373,687.39 $290,935.77 5.41%
DocuSign Envelope ID:49EBA41B-B57F-4263-818C-D10E08776279
CITY OF CARMEL
TO: Beaty Construction,Inc. CONTRACT CHANGE ORDER NO.:01
5292 W 100 N DATE: 10/11/21
Boggstown,IN 46110 PROJECT NAME: 17-ENG-01 Duke Energy Relocation Plans Phase 2 North
CITY REQ.NO.:N/A
CITY PO NO.: 105328
CITY PO DATE:06/17/21
I You are directed to make the following changes in this Contract:
Add additional items due to modifications in the field and requests from Carmel Utility Departments.
SCHEDULED ADJUSTMENT
ITEM (+1 OR(-)DAYS
144 UNFORSEEN OBSTRUCTION +2
145 WATERMAIN REROUTE FOR STORM +2
147 ADDED MANHOLE RISER STR 26 +0.5
148 ADDITIONAL SIDEWALK REPLACEMENT FOR PVC REPAIR +2
149 MODIFIED CURB WALL +2
150 ADDITIONAL ASPHALT MILLING +1
151 CARMEL WELDING STONE DRIVE +0.5
152 HUSTON ELECTRIC LATERAL I +1
153 TOPSOIL PLACEMENT +2
154 HUSTON-ADDITIONAL SIGN WORK +1 •
*See detail of items and summary of changed costs in attached Table
TOTAL OF CHANGE ORDER ITEMS $290,935.77 +14 Days
II. The following referenced Documents further describe the changes outlined in Paragraph I,
•
and are to be considered a part of this Change Order:R.F.F.: n/a W.D.C.NO.: n/a
Other:_By Request from the City of Carmel per proposals included herein
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 5,082,751.62
Contract Price will be increased by this Change Order $ 290.935.77
New Contract Price including this Change Order $5.373,687.39
Contract Time prior to this Change Order 3 19 Days May 30 2022 Completion Date
Net increased resulting from this Change Order 14 Days
Current Contract Time including this Change Order June 13 2022 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 Recommended The Above Changes Are Accepted Approved
yn—n0000siaoed by:
CROSSROAD ENGINEERS Beaty Construction Jarer621159.11161321,Mayor
ENGINEER CONTRACTOR
115 N 17th Ave 5292 W 100 N Jer y Kashman,City E ineer
Address Address
Beech Grove,IN 46107 Boggstown,IN 46110 a WBurke,Member
City/State/Zip City/State/Zip ,v;034w'
�77������ 7 �7� �i / Loor Wdt t3h,Member
By::{ Otct/ClQ4 l�. By: d /l9[-Z 4 ATTEST: peCYggeBd�
Phone: 317-780-1555 Phone: 317-835-2254 Sue Woifg °(a1 tit-
Date:10114/2022 Date: 10/14/2022 Date: 11/2/2022
DocuSign Envelope ID:49EBA41B-B57F-4263-818C-D10E08776279
17-ENG-41 Duke Energy Relocation Plans Phase 2 North
CHANGE ORDER fill TABLE
Item Original Original Final
Description Unit Unit Price Final Amount Ovcr/Under
No. Quantity Amount Quantity
r l CONSTRUCTION ENGINEERING LS 515,300.00 l S 15,300.00 l $ 15,300.00 $ -
2 MOBILIZATION AND DEMOBILIZATION LS $454,545.00 l 5 454,545.00 l S 454,545.00 $ -
3 CLEARING OF RIGHT OF WAY _ LS $195,000.00 1 $ 195,000.00 l $ 195,000.00 $ -
4 EXCAVATION,COMMON CYS $51.00 1119 5 57,069.00 1119 $ 57,069.00 $ -
5 STORM WATER MANAGEMENT BUDGET DOL S1.00 17203 $ 17,203.00 400 $ 400.00 $ (16,803.00)
6 SWQCP PREPARATION AND IMPLEMENTATION, LS $11,141.85 l S 11,141.85 1 $ 11,141.85 $
LEVEL 1
7 SUBGRADE TREATMENT,TYPE IV SYD $44.13 3012 S 132,919.56 3845.98 $ 169,723.10 $ 36,803.54
8 SUBGRADETREATMENT(UNDISTRIBUTED) CYS $132,41 201 $ 26,614.41 0 $ - $ (26,614.41)
9 STRUCTURE BACKFILL,TYPE 1 CYS $87.61 150 S 13,141.50 81.8 $ 7,166.50 $ (5,975.00)
10 FLOWABLE FILL FOR EXISTING STORM SEWER CYS 5687.32 3 $ 2,061.96 3 $ 2,061.96 $ -
I I FLOWABI.E FILL FOR STREET CUT REPAIR CYS- 5149.91 75 3 11,243.25 3 $ 449.73 $ (10,793.52)
12 12 IN CONCRETE CAP FOR STREET CUT REPAIR SYS 582.10 433 S 35,549.30 0 $ - $ (35,549.30)
13 6 IN CONCRETE CAP LFT $26,40 373 $ 9,847.20 727.1 $ 19,195.44 $ 9,348.24
14 COMPACTED AGGREGATE NO.53 CYS S71.85 158 5 11,352.30 150 $ 10,777.50 $ (574.80)
15 MILLING,ASPHALT,1 1/2 IN. SYS $12,24 701 $ 8,580.24 421.94 $ 5,164.55 $ (3,415.69)
16 HMA SURFACE,TYPE B',9.5 MM TON 5150.88 354 $ 53,411.52 427.201 $ 64,456.09 5 11,044.57
17 HMA INTERMEDIATE,TYPE B', 19.0 MM -CON $144.52 357 $ 51,593.64 515.79 $ 74,541.97 $ 22,948.33
18 HMA BASE,TYPE B',25.0 MM TON $117.61 513 $ 60,333.93 829.74 $ 97,585.72 $ 37,251.79
19 ASPHALT FOR TACK COAT TON 31,000.00 5 $ 5,000.00 1.41 $ 1,410.00 $ (3,590.00)
20 TEMPORARY ASPHALT,3 IN(UNDISTRIBUTED) TON $288.00 53 $ 15,264.00 4.28 $ 1,232.64 $ (14,031.36)
21 SIDEWALK,CONCRETE SYS 572.66 820 $ 59,581.20 684.08 S 49,705.25 $ (9,875.95)
22 CURB RAMP,CONCRETE SYS $161.69 157 $ 25,385.33 185.48 S 29,990.26 $ 4,604.93
23 DETECTABLE WARNING SURFACES SYS $435.75 36 $ 15,687.00 38.68 S 16,854.81 $ 1,167.81
24 STRAIGHT CONCRETE CURB LFT $52.49 752 $ 39,472.48 831.5 $ 43,645.44 $ 4,172.96
_ 25 CURB AND GUTTER,CONCRETE,TYPE II LFT $45.90 1010 $ 46,359.00 1082.2 S 49,672.98 S 3,313.98
26 CURB AND GUTTER,CONCRETE,TYPE II LFT $5228 181 $ 9,462.68 532.1 $ 27,818.19 S 18,355.51
(MODIFIED)
27 CURB AND GUTTER CONCERETE,TYPE II LFT $50.51 355 $ 17,931.05 899.3 $ 45,423.64 $ 27,492.59
(DEPRESSED) _
28 PCCP FOR APPROACHES,6 IN. SYS $84.79 338 $ 28,659.02 189.16 $ 16,038.88 $ (12,620.14)
29 PCCP FOR APPROACHES,91N. SYS $92.66 332 $ 30,763.12 212.47 S 19,687.47 $ (11,075.65)
30 PAVERS,REMOVE AND RESET SFT 5120.72 17 $ 2,05224 45.34 $ 5,473.44 S 3,421.20
31 SODDING SYS $14.75 675 S 9,956.25 193.77 $ 2,858.11 $ (7,098_14)
32 MULCH HARDWOOD SHREDDED BARK,3 IN CYS $79.00 19 $ 1,501_00 19 $ 1,501.00 5
DEPTH
33 GREEN VELVET BOXWOOD,5 GAL. EA $60.00 100 $ 6,000.00 89 $ 5,340 00 $ (660.00)
34 DAYLILY, 1 GAL. EA $22.00 200 $ 4,400.00 170 $ 3,740.00 $ (660.00)
35 FIELD OFFICE,C DOL $1.00 54000 $ 54,000.00 36000.23 $ 36,000.23 $ (17,999.77)
36 FIELD OFFICE EQUIPMENT EA 51,250.00 2 5 2,500.00 0 $ - $ (2,500.00)
37 PIPE,RCP,CIRCULAR,12 IN. LFT $88.30 299�$ 26,401.70 255.8 $ 22,587.14 $ (3,814.56)
38 PIPE,RCP,CIRCULAR, 15 IN. LFT $102.29 72 $ 7,364.88 65.8 $ 6,730.68 $ (634,20)
39 PIPE,RCP,CIRCULAR,18 IN. LFT $112.57 33 $ 3,714.81 0 $ - S (3,714.81)
40 PIPE,PVC,CIRCULAR,8 IN. LFT $133.37 20 $ 2,667.40 10 $ 1,333.70 $ (1,333.70)
41 CAP,PIPE EA $491.40 10 $ 4,914.00 4 $ 1,965.60 5 (2,948.40)
42 MECHANICALLY CORE EXISTING STRUCTURE EA $1,361,99 3 $ 4,085.97 16 $ 21,791.84 $ 17,705.87
43 CRADLE,CONCRETE EA $495.69 13 $ 6,443.97 2 $ 991.38 S (5,452.59)
44 SANITARY LATERAL REPAIR(UNDISTRIBUTED) LET $181.68 90 $ 16,351.20 10 S 1,816.80 $ (14,534.40)
45 12 IN DI WATER MAIN LFT 5150.68 1094 $ 164,843.92 1125 $ 169,515.00 $ 4,671.08
46 8 IN DI WATER MAIN LET $184.77 171 $ 31,595,67 i25.68 $ 23,221.89 $ (8,373.78)
47 6 IN DI WATER MAIN LFT $242.58 60 5 14,554.80 31 $ 7,519.9& $ (7,034.82)
48 4 IN DI WATER MAIN LFT $190.60 126 $ 24,015.60 83.4 $ 15,896.04 $ (8,119.56)
49 STRUCTURE BACKFILL,WATER MAIN CYS $112.27 940 $ 105,533.80 607.46 $ 68,199,53 $ (37,334.27)
50 12 IN CONNECTION EA 5852.61 1 5 852.61 1 $ 852.61 5 -
51 10 IN CONNECTION EA $6,500.00 1 $ 6,500.00 1 $ 6,500.00 $ -
52 8 IN CONNECTION EA $600.00 4 $ 2,400.00 4 $ 2,400.00 $ -
53 6 IN CONNECITON EA $550,00 2 $ 1,100.00 0 $ - S (1,100.00)
54 4 IN CONNECTION EA $450.00 3 $ 1,350.00 3 $ 1,350.00 5 -
55 NEW HYDRANT ASSEMBLY EA $8,000.00 3 $ 24,000.00 3 5 24,000.00 $ -
56 12 IN GATE VALVE EA $4,000.00 4 $ 16,000.00 4 5 16,000.00 $ -
DocuSign Envelope ID:49EBA41B-B57F-4263-818C-D10E08776279
17-ENG-01 Duke Energy Relocation Plans Phase 2 North
CHANGE ORDER#1 TABLE
Item Original Original Final
Description Unit Unit Price Final Amount Over/Under
No. ,Quantity Amount Quantity
57 8 IN GATE VALVE EA S3,100.00 3 $ 9,300.00 3 $ 9,300.00 S -
58 6IN GATE VALVE EA 51,800.00 2 $ 3,600.00 1 $ 1,800.00 S (1,800.00)
59 4 IN GATE VALVE EA $1,460.16 3 $ 4,380.48 3 $ 4,380.48 $ -
60 12 IN X 12 IN TAPPING SADDLE AND TAPPING EA $9,252.22 l $ 9,252.22 2 S 18,504.44 S 9,252.22
VALVE
61 6 IN X 6 IN TAPPING SADDLE AND TAPPING VALVE EA $4,338.89 1 $ 4,338.89 I S 4,338.89 S -
62 LONG SIDE SERVICE UP TO 2 IN (LS) EA S2,500.00 2 $ 5,000.00 I S 2,500.00 S (2,500.00)
63 SHORT SIDE SERVICE UP TO 2 IN(SS) EA S2,500.00 2 $ 5,000.00 2 S 5,000.00 $ -
64 ADJUST VALVE TO GRADE EA S727.59 2 $ 1,455.18 2 S 1,455.18 S -
65 ADJUST METER PIT TO GRADE EA $518.37 l $ 518.37 1 $ 518.37 S -
66 INSIDE METER SET EA $913.62 2 5 1,827.24 0 $ - S (1,827.24)
67 RETIRE FIRE HYDRANT AND BRANCH VALVE EA 53,039.18 2 $ 6,078.36 1.5 S 4,558.77 S (1,519.59)
68 RETIRE VALVES EA S2,037.32 11 $ 22,410.52 10 S 20,373.20 S (2,037.32)
69 RETIRE METER PITS EA S1,907.76 3 $ 5,723.28 2 S 3,815.52 $ (1,907.76)
70 FENCE REMOVE AND RESET LFT $1 13.89 88 $ 10,022.32 78.5 $ 8,940.37 $ (1,081,96)
71 12 IN EZ VALVE(UNDISTRIBUTED) EA $16,000.00 2 S 32,000.00 0 S - S (32,000.00)
72 10 IN EZ VALVE(UNDISTRIBUTED) EA $15,500.00 2 $ 31,000.00 1 $ 15,500.00 $ (15,500,00)
73 8 IN EZ VALVE(UNDISTRIBUTED) EA $11,000.00 2 $ 22,0013.00 0 S - S (22,000.00)
74 6 IN EZ VALVE(UNDISTRIBUTED) EA $10,500.00 2 $ 21,000.00 0 S - S (21,000.00)
75 CLEANOUT CASTING,TYPE II,FURNISH&ADJUST EA $1,098.87 3 $ 3,296.61 3 $ 3,296.61 S
TO GRADE
76 CASTING,ADJUST TO GRADE,SANITARY EA $648.57 4 $ 2,594.28 4 S 2,594.28 S -
77 STRUCTURE,RECONSTRUCT,SANITARY EA $3,003.17 l $ 3,003.17 1 S 3,003.17 S -
78 CASTING,ADJUST TO GRADE,STORM EA $648.57 10 $ 6,485.70 10 $ 6,485.70 $ -
79 CASTING,ADJUST TO GRADE,ELECTRICAL EA S648.57 1 $ 648.57 1 5 648.57 $ -
80 STRUCTURE,RECONSTRUCT,STORM EA $869.59 l $ 869.59 1 $ 869.59 $ -
8l INLET,J10 EA $2,291.53 5 $ 11,457.65 5 $ 11,457.651E -
82 INLET,HA5 EA $2,608,79 2 $ 5,217.58 2 S 5,217.58 $ -
83 INLET,MIO EA $2,679.30 5 $ 13,396.50 5 $ 13,396.50 $ -
84 MANHOLE,C4 EA $4,134,60 2 $ 8,269.20 2 $ 8,269.20 $ -
85 MANHOLE,C8 EA $6,070.31 1 $ 6,070.31 1 $ 6,070.31 $ -
86 MANHOLE,K4 EA $7,227.71 2 $ 14,455.42 2 $ 14,455.42 $ -
87 STRUCTURE 10,MODIFIED EA $3,926.81 l $ 3,926.81 1 $ 3,926.81 $ -
88 DUKE ENERGY TRANSMISSION DUCT LFT S950.00 890 $ 845,500.00 1138.56 S 1,081,632.00 $ 236,132.00
89 DUKE ENERGY TRANSMISSION MANHOLE EA S22,000.00 1 $ 22,000.00 1 $ 22,000.00 $ -
90 DUKEENERGY TRANSMISSION GROUND DUCT LET $350,00 544 $ 190,400.00 302.4 $ 105,840.00 $ (84,560.00)
91BANK
DUKE ENERGY TRANSMISSION DUCT BANK SPOT LET $6,300,00 20 $ 126,000.00 20 $ 126,000.00 $
REPAIR
92 DUKE ENERGY DISTRIBUTION DUCT LFT S700.00 762 S 533,400.00 915.7 $ 640,990.00 $ 107,590.00
93 DUKE ENERGY DISTRIBUTION MANHOLE EA $17,000.00 3 S 51,000.00 3 $ 51,000.00 $ -
94 CONSTRUCTION SIGN,C EA $350.00 I S 350.00 1 $ 350.00 $ -
95 ROAD CLOSURE SIGN ASSEMBLY EA $322.00 10 $ 3,220.00 10 $ 3,220.00 $ -
96 DETOUR ROUTE SIGN ASSEMBLY EA $127.00 22 $ 2,794.00 31 $ 3,937.00 $ 1,143.00
97 CONSTRUCTION SIGN,A EA $244.00 4 S 976.00 6 S 1,464.00 $ 488.00
98 CONSTRUCTION SIGN,B EA $72.00 10 $ 720.00 10 $ 720.00 $ -
99 MAINTAINING TRAFFIC LS $234,000.00 1 $ 234,000.00 I $ 234,000.00 S -
100 BARRICADE,III-B LFT $17.00 176 $ 2,992,00 216 $ 3,672.00 S 680.00
101 TEMPORARY CONSTRUCTION FENCE LFT 58.87 550 $ 4,878.50 250 S 2,217.50 $ (2,661.00)
(UNDISTRIBUTED)
102 BOLLARD,REMOVE AND RESET --EA S5,056.83 1 $ 5,056.83 1 $ 5,056.83 $ -
103 SIGN POST,SQUARE,TYPE 1,REINFORCED LFT $29.00 91 $ 2,639.00 81 S 2,349.00 $ (290.00)
ANCHOR BASE
104 SIGN SHEET ASSEMBLY RELOCATE EA S600.00 16 $ 9,600.00 12 $ 7,200.00 $ (2,400.00)
105 SIGN,SHEET,RELOCATE EA $450.00 3 $ 1,350.00 3 $ 1,350.00 $ -
106 SIGN,SHEET,WITH LEGEND 0.080 IN THICKNESS SET $28.00 37 $ 1,036.00 25 $ 700.00 S (336.00)
107 DECORATIVE STREET SIGN ASSEMBLY EA $2,750.00 1 $ 2,750.00 2 $ 5,500.00 S 2,750.00
108 HANDHOLE,LIGHTING EA $1,200.00 6 $ 7,200.00 6 $ 7,200.00 $ -
DocuSign Envelope ID:49EBA41B-B57F-4263-818C-D10E08776279
17-ENG-01 Duke Energy Relocation Plans Phase 2 North
CHANGE ORDER#1 TABLE
r
Item Original Original Final
No. Description Unit Unit Price Quantity Amount Quantity Final Amount T Over/Under
1 D9 CONTROLLER CABINET FOUNDATION,PI EA $2,300.00 I $ 2,300.00 I $ 2,300.00 $
MODIFIED
110 CONTROLLER AND CABINET,PI EA $5,800.00 l $ 5,800.00 1 $ 5,800.00 $ -
111 SERVICE POINT,II,MODIFIED EA $3,300.00 1 $ 3,300.00 1 $ 3,300.00 $ -
112 WIRE,NO,4 COPPER,IN PLASTIC DUCT IN LFT $24.00 698 $ 16,752.00 1875 $ 45,000.00 $ 28,248.00
TRENCH,4-1/C _
113 WIRE,NO.4 COPPER 4-1/C LFT $15.00 1977 $ 29,655.00 800 $ 12,000.00 $ (17,655.00)
114 CONDUIT,STEEL,GALVANIZED,2 IN LFT $29.00 969 $ 28,101.00 132 $ 3,828.00 $ (24,273.00)
115 STREET LIGHT POLE RELOCATION EA $3,200.00 10 $ 32,000.00 11.5 S 36,800.00 S 4,800.00
116 STREET LIGHT POLE PLACEMENT EA $8,000.00 3 S 24,000.00 3 5 24 000.00 $ -
117 LIGHTING FOUNDATION,CONCRETE,WITH EA $1,800.00 13 $ 23,400.00 12 $ 21,600.00 $ (1,800,00)
GROUNDING 18 IN DIA X 72 IN
118 4'X4'X4'SPLIT COMMUNICATION BOX EA $5,500.00 8 $ 44,000.00 8 S 44,000.00 $ -
1 19 COMMUNICATION HANDHOLE,36 IN EA $1,300.00 7 $ 9,100.00 7 $ 9,100.00 $ -
120 COMMUNICATION HANDHOLE,24 IN EA S1,200.00 7 $ 8,400.00 7 $ 8,400.00 $ -
121 COMMUNICATION CONDUIT,BLANK,4 IN LET $26.50 8358 $ 221,487.00 9742 $ 258,163.00 $ 36,676.00
122 COMMUNICATION CONDUIT,MULTICELL,4 IN LFT $35.00 2081 $ 72,835.00 0 5 - $ (72,835.00)
123 COMMUNICATION CONDUIT,1.25 IN LFT $20.00 6800 $ 136,000.00 7325 $ 146,500.00 $ 10,500.00
124 COMMUNICATION CONDUIT,2 IN(undistributed) LET $21.00 20 $ 420.00 20 $ 420.00 $ -
125 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT $3.14 160 $ 502.40 160.3 S 503.34 $ 0.94
126 CROSSWALK,DECORATIVE SFT $10.00 1062 $ 10,620.00 1096.1 $ 10,961.00 $ 341.00
127�LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT $1.03 1860 $ 1,915.80 1864 $ 1,919.92 $ 4.12
128 TRANSVERSE MARKING,THERMOPLASTIC,STOP LFT $8.20 145 $ 1,189.00 409.4 $ 3,357.08 $ 2,168.08
LINE,WHITE 24 IN
129 BLLlLOWABLE RAISED PAVEMENT MARKERS, EA $400.00 3 $ 1,200.00 0 $ - $ (1,200.00)
130 SANITARY MANHOLE,TYPE 1 EA S6,480.85 3 $ 19,442.55 3 $ 19,442.55 S -
131 10"SDR 35 PVC SANITARY MAIN LFT $170.11 183 $ 31,130.13 170.3 $ 28,969.73 $ (2,160.40)
132 BACKFILL FOR SANITARY MAIN CYS $69.60 103 S 7,168.80 96.24 $ 6,698.30 $ (470.50)
133 BYPASS PUMPING LS $24,000.00 1 $ 24,000.00 1 $ 24,000.00 S -
134 12"STORM SEWER REPLACEMENT RELOCATION LS $3,173.98 $ - 1 $ 3,173.98 $ 3,173.98
135 COMMUNICATION DUCT BANK RELOCATION LS $14,732.97 $ - l $ 14,732.97 S 14,732.97
136 FIRE HYDRANT LATERAL RELOCATION LS 33,004.91 $ - 1 $ 3,004.91_ S 3,004.91
137 ADDITIONAL 10'REMOVAL OF TRANSMISSION LS $5,980.04 $ I $ 5,980.04 S 5,980.04
DUCT BANK
138 WATER MAIN RELOCATION AROUND DUCT LS $14,506.80 $ l $ 14,506.80 $ 14,506.80
LATERALS
139 EXISTING TRANSMISSION DUCT BANK DELAYS, LS $100,154.93 $ l $ I00,154.93 $ 100,154.93
REMOVAL,&TIE-INS
�140 ADDITIONAL CURB REMOVAL LS $9,690.96 $ - 1 $ 9,690.96 S 9,690.96
141 ADDITIONAL CURB RAMPS LS $7,187.33 S - 1 $ 7,187.33 $ 7,187.33
142 6IN PVC CONDUIT PRICE INCREASE LS $5,411.46 $ - I S 5,411.46 $ 5,411.46
143 ADDITIONAL ASPHALT REMOVAL LS $2,011.35 S - 1 $ 2,011.35 $ 2,011.35
144 UNFORSEEN OBSTRUCTION LS $6,346.69 S - 1 $ 6,346.69 $ 6,346.69
145 WATERMAIN REROUTE FOR STORM LS $9,531.02 $ - 1 $ 9,531.02 S 9,531.02
146 MULDOON'S CONCRETE FLATWORK LS $18,135.19 _$ - 1 $ 18,135.19 $ 18,135.19
147 ADDED MANHOLE RISER STR 26 LS $2,203.40 $ - 1 S 2,203.40 $ 2,203.40
148 ADDITIONAL SIDEWALK REPLACEMENT FOR PVC LS $3,198.l l S 1 $ 3,198.11 $ 3,198.11
REPAIR
149 MODIFIED CURB WALL LS $6,319.07 $ - 1 $ 6,319.07 S 6,319.07
150 ADDITIONAL ASPHALT MILLING LS $8,129.19 $ - 1 $ 8,129.19 $ 8,129.19
151 CARMEL WELDING STONE DRIVE LS $1,571.55 $ - 1 $ 1,571.55 $ 1,571.55
152 HUSTON ELECTRIC LATERAL I LS $1,797.30 $ - 1 S 1,797.30 $ 1,797.30
153 TOPSOIL PLACEMENT LS $10,157.01 $ - I S 10,157.01 $ 10,157.01
154 HUSTON-ADDITIONAL SIGN WORK LS S2,663.32 $ - I,S 2,663.32 5 2,663.32
TOTAL OF CHANGE ORDER ITEMS $ 290,935.77
CONTRACT PRICE PRIOR TO CHANGE ORDER S 5,082,751.62
CHANGE ORDER#1 $ 290,935.77
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS S 5,373,687.39
DocuSign Envelope ID:49EBA41B-B57F-4263-818C-D10E08776279
17-ENG-01 Duke Energy Relocation Plans Phase 2 North
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item
No Description Reason For Change
1 CONSTRUCTION ENGINEERING
2 MOBILIZATION AND DEMOBILIZATION
3 CLEARING OF RIGHT OF WAY
4 EXCAVATION,COMMON
5 STORM WATER MANAGEMENT BUDGET Little protection utilized by Contractor
SWQCP PREPARATION AND
6 IMPLEMENTATION,LEVEL 1
7 SUBGRADE TREATMENT,TYPE IV Added subgrade treatment over transmission south of I st Street SW
8 SUBGRADE TREATMENT(UNDISTRIBUTED)
9 STRUCTURE BACKFILL,TYPE 1 Underran quantity
10 FLOWABLE FILL FOR EXISTING STORM SEWER
II FLOWABLE FILL FOR STREET CUT REPAIR Utilized Subgrade Treatment IV
12 12 IN CONCRETE CAP FOR STREET CUT REPAIR Full depth pavement used
13 6 IN CONCRETE CAP Additional curb removed and replaced south of 1st Street SW on east side of Veterans
14 COMPACTED AGGREGATE NO.53 Underran quantity due to reusing existing aggregate.
15 MILLING,ASPHALT, 1 1/2 IN.
16 HMA SURFACE,TYPE'B',9.5 MM Overran due to full depth asphalt being used over transmission south of 1st St SW.
17 HMA INTERMEDIATE,TYPE'B', 19.0 MM Overran due to full depth asphalt being used over transmission south of 1st St SW.
18 HMA BASE,TYPE'B',25.0 MM Overran due to full depth asphalt being used over transmission south of 1st St SW.
19 ASPHALT FOR TACK COAT
20 TEMPORARY ASPHALT,3 IN(UNDISTRIBUTED)
21 SIDEWALK,CONCRETE
22 CURB RAMP,CONCRETE
23 DETECTABLE WARNING SURFACES
24 STRAIGHT CONCRETE CURB
25 CURB AND GUTTER,CONCRETE,TYPE II
CURB AND GUTTER,CONCRETE,TYPE II
26 (MODIFIED) Additional curb removed and replaced south of 1st Street SW on east side of Veterans
CURB AND GUTTER,CONCERETE,TYPE II
27 (DEPRESSED) Quantity poured separate from drive approach&curb.
28 PCCP FOR APPROACHES,6 IN. No Approaches poured South of 1st Street SW
29 PCCP FOR APPROACHES,9 IN. No Approaches poured South of 1st Street SW
30 PAVERS,REMOVE AND RESET Additional pavers removed to prevent damage and to correct grading.
31 SODDING Underran sod due to natural grass growing back.
MULCH HARDWOOD SHREDDED BARK,3 IN
32 DEPTH
33 GREEN VELVET BOXWOOD,5 GAL.
34 DAYLILY, 1 GAL.
35 FIELD OFFICE,C
36 FIELD OFFICE EQUIPMENT
37 PIPE,RCP,CIRCULAR, 12 IN.
38 PIPE,RCP,CIRCULAR, 15 IN.
39 PIPE,RCP,CIRCULAR, 18 IN.
40 PIPE,PVC,CIRCULAR,8 IN.
41 CAP,PIPE
42 MECHANICALLY CORE EXISTING STRUCTURE Additional coring to allow distribution laterals over existing sanitary.
43 CRADLE,CONCRETE Underran quantity.
SANITARY LATERAL REPAIR
44 (UNDISTRIBUTED)
DocuSign Envelope ID:49EBA41B-B57F-4263-818C-D10E08776279
17-ENG-OI Duke Energy Relocation Plans Phase 2 North
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item Description Reason For Change
No.
Added additional 12"watermain north to connect to existing watermain at 45 degree angle
45 12 IN DI WATER MAIN per water department.
46 8 IN DI WATER MAIN
47 6 IN DI WATER MAIN
48 4 IN DI WATER MAIN
49 STRUCTURE BACKFILL,WATER MAIN
50 12 IN CONNECTION
51 10 IN CONNECTION
52 8 IN CONNECTION
53 6 IN CONNECITON
54 4 IN CONNECTION
55 NEW HYDRANT ASSEMBLY
56 12 IN GATE VALVE
57 8 IN GATE VALVE
58 6 IN GATE VALVE
59 4 IN GATE VALVE
60 VALVE
61 VALVE
62 LONG SIDE SERVICE UP TO 2 IN (LS)
63 SHORT SIDE SERVICE UP TO 2 IN(SS)
64 ADJUST VALVE TO GRADE
65 ADJUST METER PIT TO GRADE
66 INSIDE METER SET
67 RETIRE FIRE HYDRANT AND BRANCH VALVE Only paid half due to contractor cutting the hydrant during removal
68 RETIRE VALVES
69 RETIRE METER PITS
70 FENCE REMOVE AND RESET
71 12 IN EZ VALVE(UNDISTRIBUTED)
72 10 IN EZ VALVE(UNDISTRIBUTED)
73 8 IN EZ VALVE(UNDISTRIBUTED)
74 6 IN EZ VALVE(UNDISTRIBUTED)
75 ADJUST TO GRADE
76 CASTING,ADJUST TO GRADE,SANITARY
77 STRUCTURE,RECONSTRUCT,SANITARY
78 CASTING,ADJUST TO GRADE,STORM
79 CASTING,ADJUST TO GRADE,ELECTRICAL _
80 STRUCTURE,RECONSTRUCT,STORM
81 INLET,J 10
82 INLET,HA5
83 INLET,M10
84 MANHOLE,C4
85 MANHOLE,C8
86 MANHOLE,K4
87 STRUCTURE 10,MODIFIED
88 DUKE ENERGY TRANSMISSION DUCT Overran due to replacing broken&improperly covered existing transmission duct bank
89 DUKE ENERGY TRANSMISSION MANHOLE
DUKE ENERGY TRANSMISSION GROUND DUCT
90 BANK Underran due to being placed during the additional transmission duct bank work
DocuSign Envelope ID:49EBA41B-B57F-4263-818C-D10E08776279
17-ENG-01 Duke Energy Relocation Plans Phase 2 North
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item Description Reason For Change
No.
DUKE ENERGY TRANSMISSION DUCT BANK
91 SPOT REPAIR
92 DUKE ENERGY DISTRIBUTION DUCT Lateral north of 1st Street NW extended east along 1st Street NW
93 DUKE ENERGY DISTRIBUTION MANHOLE
94 CONSTRUCTION SIGN,C
95 ROAD CLOSURE SIGN ASSEMBLY
96 DETOUR ROUTE SIGN ASSEMBLY Additional detour signage used
97 CONSTRUCTION SIGN,A Additional closure signage requested by city
98 CONSTRUCTION SIGN,B
99 MAINTAINING TRAFFIC
100 BARRICADE,III-B Additional barricades needed to secure site than originally planned
TEMPORARY CONSTRUCTION FENCE
101 (UNDISTRIBUTED) Temporary fencing utilized to secure Main Street work during holiday event.
102 BOLLARD,REMOVE AND RESET
SIGN POST,SQUARE,TYPE I,REINFORCED
103 ANCHOR BASE Removed excess signage
104 SIGN SHEET ASSEMBLY RELOCATE Existing signs did not need removed or were removed without relocation.
105 SIGN,SHEET,RELOCATE
SIGN,SHEET,WITH LEGEND 0.080 IN
106 THICKNESS Removed excess signage
l07 DECORATIVE STREET SIGN ASSEMBLY
108 HANDHOLE,LIGHTING
109 MODIFIED
110 CONTROLLER AND CABINET,PI
ill SERVICE POINT,II,MODIFIED
WIRE,NO.4 COPPER,IN PLASTIC DUCT IN
112 TRENCH,4-1/C Wire in conduit placed as galvanized 2"conduit was not necessary in some locations
113 WIRE,NO.4 COPPER 4-I IC Lighting wire placed deeper than proposed reducing use of galvanized 2"conduit
114 CONDUIT,STEEL,GALVANIZED,2 IN Lighting wire placed deeper than proposed reducing use of galvanized 2"conduit
115 STREET LIGHT POLE RELOCATION Changed two 15'light posts with 12"light poles and relocated 15'pole to 3rd Ave
116 STREET LIGHT POLE PLACEMENT
117 GROUNDING 18 IN DIA X 72 IN
118 4'X4'X4'SPLIT COMMUNICATION BOX
119 COMMUNICATION HANDHOLE,36 EN
120 COMMUNICATION HANDHOLE,24 IN
121 COMMUNICATION CONDUIT,BLANK,4 IN Replaced Innerduct with additional 4"blank conduits due to supply issues&cost savings
122 COMMUNICATION CONDUIT,MULTICELL,4 IN Replaced Innerduct with additional 4"blank conduits due to supply issues&cost savings
123 COMMUNICATION CONDUIT, 1.25 IN
124 COMMUNICATION CONDUIT,2 IN(undistributed)
125 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN.
126 CROSSWALK,DECORATIVE
127 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. _
128 STOP LINE,WI-IITE 24 IN Line item used to pay for crosswalk markings
SNOWPLOWABLE RAISED PAVEMENT
129 MARKERS,BLUE Removed by direction of City.
130 SANITARY MANHOLE,TYPE 1
DocuSign Envelope ID:49EBA41B-B57F-4263-818C-D10E08776279
l7-ENG-0I Duke Energy Relocation Plans Phase 2 North
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item Description Reason For Change
No.
131 10"SDR 35 PVC SANITARY MAIN
132 BACKFILL FOR SANITARY MAIN
133 BYPASS PUMPING
12"STORM SEWER REPLACEMENT
134 RELOCATION Temporary relocation of storm pipe to install watermain valve.
135 COMMUNICATION DUCT BANK RELOCATION Duct bank directed to be placed deeper than planned below distribution lateral.
136 FIRE HYDRANT LATERAL RELOCATION Fire hydrant lateral to be relocated over existing watermain.
ADDITIONAL 10'REMOVAL OF TRANSMISSION
137 DUCT BANK Transmission duct bank removal due to found exposed conduits.
WATER MAIN RELOCATION AROUND DUCT
138 LATERALS Extra materials and time to adjust watermain pathing to avoid existing distribution laterals.
EXISTING TRANSMISSION DUCT BANK
139 DELAYS,REMOVAL,&TIE-INS Transmission duct bank removal due to found exposed conduits.
140 ADDITIONAL CURB REMOVAL Removed curb that was undermined during transmission installation.
141 ADDITIONAL CURB RAMPS Removal and replacement of curb ramp south of 1st St SW on east side of Veterans.
142 6IN PVC CONDUIT PRICE INCREASE Additional cost due to price increase of additional conduit place south of 1st St SW
143 ADDITIONAL ASPHALT REMOVAL Additional asphalt removed for Burgerhaus/Roma drive to correct existing grade.
144 UNFORSEEN OBSTRUCTION Underground storage tank below Main Street removed.
145 WATERMAIN REROUTE FOR STORM Watermain rerouted around large Storm Structure at intersection of 1st Ave& 1st St NW
146 MULDOON'S CONCRETE FLATWORK Added Ramp to Muldoon's&added curb to back side of sidewalk.
147 ADDED MANHOLE RISER STR 26 Designed elevation did not meet existing.Additional barrel needed for precast structure
ADDITIONAL SIDEWALK REPLACEMENT FOR Sidewalk removal to access existing broken conduit that lighting conduit was proposed to
148 PVC REPAIR connect onto.
149 MODIFIED CURB WALL Curbwall added for sidewalk North of Main Street.
150 ADDITIONAL ASPHALT MILLING Additional milling to remove asphalt ramps for traffic south of Main Street.
151 CARMEL WELDING STONE DRIVE Stone drive placed for Cannel Welding per City's direction.
152 HUSTON ELECTRIC LATERAL I Lateral I relocated due to the lengthening of distribution lateral along 1st Street NW.
153 TOPSOIL PLACEMENT Adde line item for placement of topsoil.
154 HUSTON-ADDITIONAL SIGN WORK Additional signage and sign replacement along Veterans per City's direction.