HomeMy WebLinkAboutChange Order 1; United Construction Services; ($197,413.68); 18-ENG-06 - Walnut Street and Range Line Road Roundabout; CO #1, Final; Engineering DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
City of Carmel Project 18-ENG-06
Walnut Street and Rangeline Road RAB
(APPROVED
CHANGE ORDER #1, FINAL ar �.cre .,at e�,Sep,..zozz
Balancing/Reconciliation for Pay Items 1 through 179
Contract Price prior to this Change Order $2,517,000.00
Contract Price will be increased/decreased by this Change Order $197,413.68
New Contract Price including this Change Order $2,714,413.68
Amount Adjusted Contract Cumulative
Price Change from Original
Contract
Original Contract $2,517,000.00 $0.00 N/A
COI, Final $197,413.68 $2,714,413.68 7.8%
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
CITY OF CARMEL
TO: United Construction Services CONTRACT CHANGE ORDER FINAL
347 5 Broadway St DATE:08/24/2022
Pendleton IN 46064 PROJECT NAME: 18-ENG-06 Intersection Improvements Rangeline Rd and Walnut
CITY REQ.NO.:N/A
CITY PO NO.: 104350
CITY PO DATE: 10/14/2021
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 AMOUNT f+1 OR(-)DAYS
*See detail of items and summary of changed costs in attached Table
TOTAL OF CHANGE ORDER ITEMS $197,413.68 0 Days
11. 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 P.: -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 $2,517,000.00
Contract Price will be increased by this Change Order $ 197,413.68
New Contract Price including this Change Order $2.714 413.68
Contract Time prior to this Change Order 125 Days July 15 2021 Completion Date
Net increased resulting from this Change Order 371 Days
Current Contract Time including this Change Order July 20 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
rTi000Sig„ed by:
CROSSROAD ENGINEERS United Construction Services ArrralreallYalit r
ENGINEER CONTRACTOR
115 North 17th Ave 347 S Broadway St Jere Kas an,City ngineer
Do gn tl by:
Address Address
Beech Grove,IN 46107 - dleton IN46064 , 0,t10ke,Member
City/State/Zip City/S e/Zt
�p 4 .� Lo ' 4Mermber
By: 1GgC4ete gefeezdaes y, i. ATTE DocuSigned by:
Fitto s wog
Phone: 317-780-1555 765-729-1013. Sue 1215 rer
Date: 09/02/2022 Date: Q�/t /j7f}.,?r� Date: IYL�
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
18-ENG-06 Intersection Improvements Rangeline Rd and Walnut St
CHANGE ORDER#1 TABLE
Item Original Original Final
Na Description Unit Unit Price Quantity Amount Quantify Final Amount Overt(Under)
1 Construction Engineering LS 516.500,00 1 $ 16,500.00 0 S - S (16,500.00)
2 Mobilization and Demobilization LS S81,81210 1 $ 81.312.10 0 $ - $ (81.312.10)
3 Clearing of Right of Way LS $14,134,00 I $ 14,134.00 1 S 14,134.00 5 -
4 Houses and Buildings,Parcel No. I,Remove LS $28,165.00 1 $ 28,165.00 1 S 28.165.00 5 -
5 Relocate Archway LS 5181,889.00 1 $ 181,889.00 1 $ 181,889.00 S •
6 Excavation.Common CYS S60.70 2465 5 149,625.50 3916.7 $ 237,743.69 S 88,118,19_
7 Borrow CYS $14.20 1255 S 17,821.00 1870 $ 26,554.00 $ 8,733.00
8 Pavement Removal(Undistributed) SYS $10.15 1761 S 17,874.45 1919.54 $ 19,483.33 5 1,609.18
N 9 Storm Water Quality Management Budget .DOL 51.00 13048 $ 13,048.00 11164,15 $ 11,164,15 $ (1,883.85)
10 SWQCP Preparation and implementation,Level 1 LS S 17,182.00 1 $ 17,182.00 1 $ 17,182.00 5 -
11 Subgrade Treatment,Type lc SYS 522.85 236 5 5 392.60 1991.3 $ 45,501 21 $ 40,108.61
12 Subgrade Treatment.Type II SYS S14.45 779 $ 11,256.55 1294.4 $ 18,794.08 $ 7,447.53
13 Subgrade Treatment,Type(BC SYS S17.90 4084 $ 73.103.60 3418.7 $ 61,194.73 $ (11,908,87)
14 Structure Backfill,Type 2 CYD 545.40 188 $ 8,535.20 198.19 $ 8,995.56 S 460,36
15 Compacted Aggregate,No.53,Base CYS S50.65 44 $ 2,228.60 303.6 $ 15,377.34 $ 13,148.74
16 Widening with HMA,Type C TON $273.40 42 $ 11,482.80 0 S - $ (11,482.80)
17 Widening with PCC Base,6 IN SYS 542.95 176 $ 7,559,20 249.3 $ 10,707.44 5 3,148.24
18 Milling,Asphalt 1.5" SYS $2.50 4,086 S 10,215.00 0 $ -_ 5 (10.215.00)
19 QC/QA-1-1MA,3,70,Surface,9.5 aim TON 5115.50 633 S 73,11 L50 606.77 $ 70,081.94 $ (3,029.56)
20 QC/QA-HMA,3,64,Intermediate.19.0 mm TON 599.00 465 $ 46,035,00 465.68 S 46,10232 S 67.32
21 QC/QA-HMA,3.64.Base,25.0 rum TON S93.50 1,139 5 106.496.50 1174.25 $ 1119.792.33 $ 3,295.88
22 QC/QA-FIMA,3,76,Intermediate,GO 19.0 mm TON $90.20 955 $ 41.041.1)0 464.91 $ 41,934.88 $ 893.88
23 Joint Adhesive,Surface LFT $0,55 1972 S 1,084.60 267 5 146.85 5 (937.75)
24 Joint Adhesive,Intermediate LFT_ $0.55 943 $ 518.65 249 $ €36.95 $ (381.70)
25 Liquid Asphalt Sealent LET $0.15 1,972 $ 295.80 267 $ 40.05 $ (255.75)
26 HMA For Temporary Pavement,Type B TON $239,45 67 5 16,043.15 0 $ - 5 (16,043.15)
27 Asphalt for Tack Coat TON $605.00 5 , $ 3,025 00 1.9 S 1,149.50 5 (1,875,50)
28 Base Seal TON S1,100.00 l $ 1,100.00 0 $ - S (1,100.00)
29 Colored and Jointed Concrete.7" SYS $129.35 157 S 20,307.95 156.7 5 20,269.15 $ (38.80)
30 Sidewalk,Concrete SYS $60.50 1277 $ 77.258.50 838.8 $ 50,747.40 S (26.511.10)
31 Curb Ramp,Concrete SYS 5161.70 153 $ 24,740.10 195.8 $ 31,660.86 5 6,920.76
32 Detectable Warning Surfaces SYS 5462.00 49 5 22,638.00 50.1 $ 23,146.20 $ 508.20
33 Straight Concrete Curb LET $30.55 1,107 $ 33.818,85 1131.4 S 34 564.27 $ 745,42
34 Roll Curb for Truck Apron LET 528.15 2,007 $ 56,497.05 1973.5 S 55,554.03 5 (943.02)
35 Curb and Gutter,Concrete,Type II LFT $29.35 1454 $ 42,674.90 2521.3 S 74,000,16 S 31,325.26
36 Concrete Center Curb,D SYS $425.30 2 $ 850.60 4 5 1,701.20 $ 850.60
37 PCCP for Approaches 9 is SYS 5105.15 191 5 20.083.65 720.3 5 75,739.55 $ 55,655.90
38 Concrete,A.Stmetures CYS $0.00 6 5 - 0 5 - 5 -
39 Concrete,B.Footings CYS $0.00 6 $ - 0 5 - S -
40 Reinforcing Bars.Epoxy Coated LBS 50.00 551 $ - 0 $ - S -
41 Surface Seal LS 50.00 1 S - 0 S - 5 -
42 Anti-Graffiti Coat LS $0.00 1 $ - 0 S - $ -
43 Field Office.B MOS $1,467.00 6 $ 8,802.00 0 S - $ (8,802.00)
44 Computer System Equipment EA_ 5550.00 2 S l,100.00 0 5 - 5 (1,100.09)
45 Computer System EA $550.00 2 S 1,100.00 0 $ - S (1.100,00)
46 Mobilization And Demobilization For Seeding EA $550.00 2 $ 1,100.00 2 5 1,100.00 5 -
47 Sodding,Nursery SYS S5.65 662 $ 3.740.30 1010.6 $ 5,709.89 5 1,969.59
48 Pipe,Type 4,Circular,6" LET $7.30 1.468 $ 10.716.40 0 $ - S (10.716.40)
49 Pipe.Underdrain Outlet,6" LET 522.90 72 $ 1,648.80 109.2 $ 2,500.68 S 851.88
50 Pipe,Type 2,Circular.12" LFT $39.15 617 S 24,155.55 552.9 5 21,646.04 $ (2,509.51)
51 Pipe,Type 2,Circular,18" LFT $54.70 65 $ 3,555,50 74,12 S 4,054.34 5 498.86
52 Video Inspection for Pipe LET $2.20 628 $ 1.381.60 0 S - $ (1,381.60)
53 Video Inspection for Underdrain LFT $1.20 1,468 S 1,761.60 1163.48 $ 1,396.18 S (365.421
54 Geotextile for Underdrain,Type IA SYS $1.35 1,224 S 1,652.40 1523.9 5 2,057.27 $ 404.87
55 Aggegate for Underdrain CYS S72.55 127 $ 9,213.85 125.06 $ 9.073.10 S (140.75)
56 Casting,Adjust to Grade,Sanitary EA $618.25 2 5 1.236.50 2 $ 1,236.50 S -
57 Casting,Adjust to Grade,Storm EA $477,45 7 $ 3,342.15 6 5 2,864.70 S (477.45)
58 Manhole,C-4 EA 53,545.05 5 S 17,725.25 5 $ 17.725.25 $ -
59 Inlet,B-15 EA $2,800,70 7 $ 19,604.90 7 -$ 19,604.90 $ -
60 Inlet,C-15 EA $2.889.45 11 $ 31,783.95 11 $ 31,783,95 $ -
61 Road Closure Sign Assembly EA S412.50 5 S 2,062.50 5 S 2,062.50 $ -
62 Detour Route Sip Assembly EA $181.50 18 5 3,267.00 18 $ 3,267.00 $ -
63 Construction Sign.A EA S330,00 21 5 6,930.00 9 $ 2.970,00 S (3,960.00)
64 Construction Sign,B EA 5137.50 2 5 275,00 16 $ 2,200,00 $ 1,925.00
65 Maintaining Traffic IS $21,555.85 I 5 21,555.85 0 $ - 5 (21,555.85)
66 Barricade,I11-B LFT $33,00 96 5 3,168.00 152 S 5,016.00 S 1,848.00
67 Sign Post,Square,Type 1,Reinforced Anchor Base LET $20.10 281 5 5,648.10 251.2 $ 5,049.12 5 (598.98)
68 Decorative Street Sign Assembly EA 52,220.00 4 $ 8,880.00 4 S 8,880.00 $ -
69 Sign.Sheet,with Legend 0.080"thiclamess SFT $21,55 €25 S 2,693.75 122.25 I S 2,634.49 $ (59.26)
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681 323032
18-ENG-06 Intersection Improvements Rangeline Rd and Walnut St
CHANGE ORDER H1 TABLE
Item Description Unit Unit Price Original Original Final Final Amount Overf(Under)
No. Quantity Amount Quantity
70 Sign,Sheet,with Legend 0,100"thickness SET S23.50 53 S 1,245.50 49.68 $ 1,167.48 S (78.02)
71 Controller and Cabinet,PI EA $6,678.00 I $ 6,678.00 1 $ 6,678.00 5 -
72 Controller Cabinet Fowsdation,PI EA $1453.00 1 $ 1,453.00 1 $ 1.453.00 $ -
73 Conduit-PVC,2 IN.Schedule 40 LET S8.90 961 $ 8,55290 0 $ - S (8,552.90)
74 Conduit,PVC,2 IN.Schedule 80 LFT $10.05 568 $ 5,708.40 0 S - 5 (5,708.40)
75 Conduit,PVC,4 IN,Schedule 40 LFT $12.20 777 $ 9.479.40 0 S - $ (9.479.40)
76 Conduit,PVC,4 IN.Schedule 40,with 3-1.25 IN Innerducts LFT $24.30 777 S 18,881.10 0 $ - $ (18,88110)
77 Conduit,PVC,4 IN,Schedule 80 LFT $14.40 1501 $ 21,614.40 0 $ - S (21,614.40)
78 Conduit,PVC.4 IN,Schedule 80 with 3-1.25 IN Innerducts LFT S27.60 879 S 24,260.40 0 _ S - S (24,260,40)
79 Handhole,Lighting EA $840.50 5 $ 4,202.50 12 S 10,086.00 S 5,883.50
80 Handhole,Communications EA $1,546.45 12 S 18.557,40 6 5 9,276.70 S (9.278.70)
81 Service Point,II Modified _ EA $1,177.30 1 S 1,177.30 I $ 1,177.30 S _
82 Wire,XHHW.Na.4 Copper,in plastic Duct 4-l!c LET 512.10 2377 $ 28,761 J0 0 $ - $ (28,761 70)
83 Luminaire,Ornamental,70 watt LED EA 53.312.90 6 S 19.877.40 5 5 16,564.50 $ (3,312.90)
84 Luminaire,Ornamental,185 watt LED EA S4,133.60 9 $ 37,202.40 9 5 37,202,40 $ -
85 Light Polc,Ornamental,15 FT EA S3,697.90 6 5 22,187.40 5 S 18,489.50 S (3,697.90)
86 Light Pole,Ornamental,30 FT Pole with 8 FT Mast
Arm EA^ 54,848.60 9 $ 43,637.40 9 $ 43.637.40 $ _
87 Conduit.Steel.Galvenized,2" LFT S29.05 181 $ 5,258.05 167 $ 4,851.35 S (406.70)
88 Lighting Foundation,Concrete with Grounding,18 IN Dia x 72 IN EA $1,250.40 6 $ 7,502.40 5 S 6,252.00 S (1,250.401
89 Lighting Foundation,Concrete with Grounding,30 IN Dia x 96 IN EA $1,383,60 9 $ 12.452.40 11 $ 15,219.60 $ 2,767.20
90 Transverse Mesg Mkg,Multi-Component,Pedestrian Crossing EA S275.00 8 S 2,200.00 8 S 2,200.00 S -
9l Transverse Marking,Thermoplastic,Stop Bar,24 Inches LFT S22.00 I 1 $ 242.00 0 S - $ (242.00)
92 Transverse Marking,Thermoplastic,Solid White,Crosswalk,24 Inches LFT S22.00 [10 S 2420.00 0 $ - S (2.420.00)
93 Line.Thermopostic,Solid White.4 Inches LFT S2.20 330 S 726.00 0 $ - S (726.00)
94 Line,Thermoplastic.Solid White,6 Inches LET_ S6.60 801 $ 5,286.60 0 $ - S (5,286.60)
95 Line,Thermoplastic,Dotted White,8 Inches(2'Line,2'Gap) LFT $11,00 96 $ 1,056,00 0 $ - $ (1,056,00)
96 Line,Thermoplastic.Dotted White,4 Inches(2'Line,2'Gap) LET S5.50 41 S 225.50 0 $ - S (225.50)
97 Line,Thermoplastic.Dotted Yellow.4 Inches(3'Line,9'Gap) LFT $5.50 244 S 1,342.00 0 S - S (1,342.00)
98 Transverse Marking,Thermoplastic,White Yield Line,36 in LET $44.00 63 $ 2,772.00 63 S 2,772.00 5
99 Grooving for Pavement Markings LFT $4.40 1905 S 8.382.00 0 $ - 5 (8,382.00)
100 Line,Thermoplastic,Solid Yellow,4 Inches LFT $2.20 3591 $ 7,900.20 0 $ - S (7,900,20)
[01 Snowplowable Raised Pavement Marker EA $ 357,50 5 S 1.787,50 0 $ - S (1,787_50)
[02 Pavement Marking,Green Cycle Track SYS S 217.80 536 S 116.740.80 0 $ - $ ([16,740.801
103 Pavement Message Marking,Thermoplastic,Bike Symbol EA $ 440.00 2 S 380.00 0 $ - S (860.00)
104 Pavement Message Marking,Thermoplastic,Lane Indication Arrow EA S 330.00 2 $ 660.00 0 S - $ (660.00)
105 Business Sign Installation EA S 8.361.30 1 S 8.361.30 1 S 8.361.30 $ -
106 12"Ductile Iron Water Main LFT $ 108.05 709 $ 76.607.45 0 S - $ (76,607.45)
107 Structure Backfill for Water Main CYS S 47,45 650 $ 36 842.50 560,5 $ 26,595,73 $ (4,246.77)
108 12"Gate Valve EA $ 3,280.15 3 $ 9 ,40.45 4 S 13,120.60 5 3,280.15
109 Complete Hydrant Assembly EA $ 5.411.50 I $ 5,41150 I _$ 5,411.50 S -
110 12"Connection EA $ 4,371.55 3 $ 13.114.65 5 S 21.857,75 $ 8,743.10
Ill 6"Connection EA $ 3073.30 I S 3.073.30 0 S - $ (3,073.30)
112 Service Line for Irrigation EA S 6,136.60 1 S 6,136.60 I $ 6,136.60 $ -
113 Adjust to Grade,Water Valve EA S 408.55 3; $ 1,225.65 2 $ 817.10 S (408.55)
114 Sanitary Sewer Service Adjustment(Undistributed) LFT $ 127.45 50 $ 6,372.50 32 $ 4,078,40 S (2,294.10)
115 Long&Short Side Services(Undistributed) EA $ 4,123.75 5 5 20.618.75 0 S - $ (20,618.75)
1 16 Structural Soil CYS S 169.80 450 $ 76,410.00 0 $ - $ (76,410,00)
117 Planting Soil Mix CYS $ 99.55 336 $ 33,448.80 0 $ - $ (33,448.80)
118 Shredded Hardwood Mulch CYS S 84.25 126 $ 10,615.50 101.9 $ 8,585.06 S (2,030.42)
119 irrigation System LS S 96.556 20 1 S 98,556.20 1 _$ 98,556.20 S -
120 Lasvn Seed SFT S 0.25 11327 $ 2,831.75 29533 $ 7,383,25 $ 4,551.50
121 Deciduous Shade Tree.3 IN Caliper EA $ 662.10 37 S 24.497.70 37 $ 24.497.70 $ -
122 Deciduous Shade Tree,2 IN Caliper EA $ 491.05 l l S 5,401.55 8 S 3,928.40 $ (1,473.15)
123 Deciduous Shade Tree,2.5 IN Caliper EA 5 643.20 15 $ 9.648.00 11 $ 7 075,20 $ (2.572.80)
124 Evergreen Shrub.No 3 Container £A S 61.25 107 S 6,553.75 135 $ 8,268.75 S 1,715.00
125 Deciduous Shrub,No 3 Container EA S 53.60 19 S 1,018.40 19 $ 1,016 40 $ -
126 Ornamental Grass.No 1 Container EA $ 18.40 319 $ 5.869.60 362 $ 6,660,80 $ 791.20
127 Perrenial,No 1 Container EA $ 16.45 355 S 5,839.75 313 5 5,148.85 $ (690.90)
128 Perennial,4 IN Pot EA 5 7.25 958 S 6,945.50 1192 S 8,642.00 $ 1,696.50
129 Evergreen Shrub,48 IN Height EA $ 238.15 48 S 11.431.20 48 S 11,431.20 S -
130 Decorative Roadside Planter EA $ 465.25 95 S 44,198,75 0 $ - $ (44,198.75)
131 Contaminated Soil.Remove(Undistributed) CYS $ 98.95 100 $ 9.895.00 0 $ - 5 (9,895.00)
132 Raised Crosswalks EA $ 9,569.10 8 $ 76,552.80 8 S 76,552.80 S -
133 Testing for Asbestos EA $ 825.00 1 S 825.00 I S 825.00 S -
134 Subgrade Treatment,Type III SYS $ 3.97 $ - 1082 93 S 4,299.23 S 4,299.23
135 Milling,Asphalt,Variable Depth SYS S 6.45 S - 0 S - S -
136 HMA Wedge and Level.Type C TON S 273.17 S - 0 5 - 5 -
137 HMA for Sidewalk TON S 217,10 $ - 218,8 S 47,501.48 S 47,501.48
138 HMA for Structure Installation,Type C TON S 201.40 S - 0 S - $ -
139 Manhole.110 EA $ 5,459.60 $ - 2 S 10,919.20 S 10,919.20
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681323032
18-ENG-06 Intersection Improvements Rangeline Rd and Walnut St
CHANGE ORDER tt]TABLE
Item Original Original Final
No. Description Unit Unit Price Final Amount OverkUnder)
Quantity Amount Quantity
140 Inlet,110 EA $ 3,670.13 S - 4 $ 14,680.52 5 14.680.52
I41 Inlet,R13 EA $ 3,403.40 S - l $ 3.403.40 $ 3,403.40
[42 Light Standard Relocate EA S 2,690.28 S - 2 5 5 380.56 S 5.380.56
[43 Deciduous Shade Tree.6'Height EA $ 491.05 S - 3 $ 1.473_)5 S 1,473.15
144 Concrete Curb Removal LFT $ 11.33 S - 1291 S 14,627.03 $ 14,627.03
145 Concrete Sidewalk Removal SYS $ 14.74 $ - 492.8 5 7,263.87 S 7.263.87
146 Concrete Approach Removal SYS 5 13.67 $ - 358.2 S 4,896.59 $ 4,896,59
147 Added MOT for Moron Square LS S 2,123.00 $ - 0 $ - $ -
148 Duke Tranformer Pad T&M LS S 8,498.61 S - I S 8,498.61 5 8,498.61
149 Pipe Removal LFT 5 36.48 S 476 5 17,364.48 $ 17,364.48
150 Construction Engineering LS 5 23,250.00 S - I S 23,250.00 S 23,250.00
151 Mobilization and Demobilization LS 5 88,179.90 5 - 1 5 88,179.90 S 88.179.90
152 Milling,Asphalt 1.5" SYS S 3.23 $ - 3880.2 $ 12,533.05 S 12.533.05
153 Pipe,Type 4,Circular,6" LFT $ 8.48 S - 1862.4 S 15.793.15 $ 15,793.15
154 Maintaining Traffic LS $32.258.07 S - 1 $ 32.258.07 S 32 258.07
155 Conduit,PVC,2 IN,Schedule 40 LFT $ 9.43 $ - 1385 $ 13.060_55 $ 13,060.55
156 Conduit,PVC,2[N,Schedule 80 LFT $ 12.18 $ - 340 $ 4,14L20 5 4,141.20
157 Conduit,PVC,4 IN.Schedule 40 LFT $ 14.61 S - 450 S 6,574.50 5 6.574.50
158 Conduit,PVC,4 IN,Schedule 40,with 3-1.25 IN Innerducts LET $ 27.60 $ - 595 S 16,422.00 S 16 422,00
159 Conduit,PVC,4[N,Schedule 80 LFT S 19.86 5 - 1166 S 23.156.76 $ 23.156,76
160 Conduit.PVC.4 IN.Schedule 80 with 3.1.25 IN Innerducts LFT S 31.99 5 - 425 S 13,595.75 S 13,595.75
161 Wire,XHHW,No.4 Copper,in plastic Duct,4-l!c LFT S 13.75 S - 1715 $ 23,581.25 S 23.581.25
162 Transverse Marking,Thermoplastic,Stop Bar,24 inches LET S 28.60 $ - 33.5 5 958.10 S 958.10
163 Transverse Marking,Thermoplastic,Solid White,Crosswalk,24 Inches LET 5 27.53 S - 255.6 $ 7,036.67 S 7,036.67
164 Line,Thennopostic.Solid White,4 Inches LET $ 3.52 $ - 0 I. - S -
165 Line,Thermoplastic,Solid White,6 Inches LET S 10.23 5 - 306 5 3,130.38 S 3,130.38
166 Line,Thermoplastic,Dotted White,8 Inches(2'Line,2'Gap) LET $ 19.64 $ - 88 $ 1,728.32 S [,72832
167 Line,Thermoplastic,Dotted White.4 Inches(2'Line.2'Gap) LET $ 6.i 7 $ - 0 $ - S -
168 Line,Thermoplastic.Solid Yellow.4 Inches LFT $ 3.51 5 - 3399.4 $ 11.931.89 $ 11,931,89
169 12"Ductile Iron Water Main LET S 1[8.73 S - 836.7 5 99,341.39 5 99.341.39
170 Planting Soil Mix CYS 5 92.75 5 - 1240 S i 15,010.00 S 115,010.00
171 Additional Detour Route COI l EA S 2,123.00 5 - 1 S 2,123.00 S 2,123.00
172 Relocate Hydrant CO83 EA S 3,475.45 5 - l $ 3,475 45 $ 3,475,45
173 96th Street Storm Work C004 EA $ 15,729.16 S - I 5 15,729.16 S 15,729.16
174 Field Order Work CO85-6 CA $ 3,793.75 $ - I S 3,793.75 $ 3.793.75
175 Additional Roudcbush Plantings C0a2 EA $ 1,052.78 S - I S 1,052.78 $ 1,052.78
176 T&M Irrigation Repairs COd7 LS S 4,446.75 5 - 1 S 4,446.75 S 4,446.75
177 T&M Morphey Conduit Street Crossing LS $ 8,467.29 $ - 1 S 8,467.29 $ 8,467.29
178 T&M UCS Utility Cleanup and Cannel Welding Drive LS 5 3,977.2E $ • 1 S 3,077.21 $ 3,077.21
179 T&M Additional Landscape and Irrigation Repairs LS 5 1,880.19 S - 1 S 1,880.19_5 1,880.19
TOTAL OF CHANGE ORDER ITEMS I S 197,413,68
CONTRACT PRICE PRIOR TO CHANGE ORDER $ 2,517,000,00
CHANGE ORDER Final 5 197,413.68
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $ 2,714,413.68
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681 323032
I8-ENG-06 Intersection Improvements Rangeline Rd and Walnut St
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item
No. Description Reason For Change
Walnut St and Rangeline Rd
1 Construction Engineering CO Item added because of unit cost change
2 Mobilization and Demobilization CO Item added because of unit cost change
3 Clearing of Right of Way N/A
4 Houses and Buildings,Parcel No.I.Remove N/A
5 Relocate Archway N/A
6 Excavation,Common Over because of redesign
7 Borrow Over because ofredesien
8 Pavement Removal(Undistributed) More pavement under road than expected
9 Storm Water Quality Management Budget Under planned quantity
10 SWQCP Preparation and implementation,Level 1 N/A
11 Subgsade Treatment,Type lc Over because of redesign/West leg subgrade treatment
12 Subgrade Treatment,Type II Over because of redesign
13 Subgrade Treatment,Type IBC Under because of using Type Ic on west leg
14 Structure Backfill,Type 2 Over because of added pipe
15 Compacted Aggregate,No.53,Base Over because of redesign
16 Widening with HMA,Type C Under because of redesign
17 Widening with PCC Base,6 IN Over because of redesign
18 Milling,Asphalt 15" CO Item added because of unit cost change
19 QC/QA-HMA,3,70,Surface,9.5 mm Under because of redesign
20 QCIQA-HMA,3,64,Intermediate,19.0 mm Over because of redesign
21 QC/QA-I MA,3,64.Base,25.0 mm Over because of redesign
22 QC/QA-HMA,3,76,Intermediate.OG 19.0 mm Over because of redesign
23 Joint Adhesive,Surface Under planned quantity
24 Joint Adhesive,Intermediate Under planned quantity
25 Liquid Asphalt Sealent Under planned quantity
26 HMA For Temporary Pavement.Type B Did not use
27 Asphalt for Tack Coat Under planned quantity
28 Base Seal Did not use
2-n
29 Colored and Jointed Concrete,7" Under planned quantity
30 Sidewalk,Concrete Sections of sidewalk were removed from the job
31 Curb Ramp,Concrete Curb ramps added to the job
32 Detectable Warning Surfaces Curb ramps added to the job
33 Straight Concrete Curb Over because of redesign
34 Roll Curb for Truck Apron Under planned quantity
35 Curb and Gutter,Concrete,Type 11 Over because of redesign
36 Concrete Center Curb,D Under planned quantity
37 PCCP for Approaches 9 in. Over because of redesi n
38 Concrete,A,Structures Removed from the job
39 Concrete.B,Footings Removed from the job
40 Reinforcing Bars,Epoxy Coated Removed from the job
41 Surface Seal Removed from the job
42 Anti-Graffiti Coat Removed from the job
43 Field Office,B Paid under a different contract
44 Computer System Equipment Paid under a different contract
45 Computer System Paid under a different contract
46 Mobilization And Demobilization For Seeding N/A
47 Sodding,Nursery Over due to redesign
48 Pipe,Type 4,Circular,6" CO Item added because of unit cost change
49 Pipe,Underdrain Outlet,6" Over because of unknown pipes
50 Pipe,Type 2,Circular,12" Under planned quantity
51 Pipe,Type 2,Circular,18" Addedpipe area
52 Video Inspection for Pipe _ Did not do
53 Video Inspection for Underdrain Did not do the west leg
54 Geotextile for Underdrain,Type 1 A Added pipe area
55 Aggregate for Underdrain Under planned quantity
56 Casting,Adjust to Grade,Sanitary N/A
57 Casting,Adjust to Grade,Storm Under planned quantity
58 Manhole.C-4 _ N/A
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681 323032
18-ENG-06 Intersection Improvements Rangeline Rd and Walnut St
EXHIBIT A
You have been directed to make the following changes in this Contract:
ffetn Description Reason For Change
No.
59 Inlet,B-15 N/A
60 Inlet,C-15 N/A
61 Road Closure Sign Assembly n
62 Detour Route Sign Assembly m
63 Construction Sign.A Used more Type B signs
64 Construction Sign,B Used instead of Type A
65 Maintaining Traffic CO Item added because of unit cost change
66 Barricade,I1I-B Added MOT
67 Sign Post.Square,Type I.Reinforced Anchor Base Under planned quantity
68 Decorative Street Sign Assembly N/A
69 Sign,Sheet,with Legend 0.080"thickness Under planned quantity
70 Sign,Sheet,with Legend 0.100"thickness Under planned quantity
71 Controller and Cabinet,PI N/A
72 Controller Cabinet Foundation,P1 N/A
73 Conduit.PVC.2 IN,Schedule 40 CO Item added because of unit cost change
74 Conduit,PVC,2 IN,Schedule 80 CO Item added because of unit cost change
75 Conduit,PVC,4 IN,Schedule 40 CO Item added because of unit cost change
76 Conduit,PVC,4 fN,Schedule 40,with 3-1.25 IN Trine CO Item added because of unit cost change
77 Conduit,PVC,4 IN,Schedule 80 CO Item added because of unit cost change
78 Conduit,PVC,4 IN,Schedule 80 with 3-1,25 IN Inner CO Item added because of unit cost change
79 Handhole,Lighting More added after redesign
80 Handhole.Communications Under because of redesign
81 Service Point.[I Modified N/A
82 Wire.3BIHW.No.4 Copper,in plastic Duct.4-1/c CO Item added because of unit cost change
83 Luminaire,Ornamental,70 watt LED Over because of redesign
84 Luminaire,Ornamental,185 watt LED N/A
85 Light Pole,Ornamental,15 FT Over because of redesign
86 Light Pole,Ornamental,30 FT Pole with 8 FT Mast At IA
87 Conduit,Steel,Galvenized,2" Under planned quantity
88 Lighting Foundation,Concrete with Grounding,18 IN Removed due to conflict
89 Lighting Foundation,Concrete with Grounding,30 IN Over because of redesign
90 Transverse Mesg Mkg,Multi-Component,Pedestrian(N/A
91 Transverse Marking,Thermoplastic,Stop Bar,24 Inch CO Item added because of unit cost change
92 Transverse Marking,Thermoplastic,Solid White,Cros CO Item added because of unit cost change
93 Line,Thermopostic,Solid White,4 Inches CO item added because of unit cost change
94 Line,Thermoplastic,Solid White,6 Inches CO Item added because of unit cost change
95 Line,Thermoplastic,Dotted White,8 Inches(2'Line,:CO Item added because of unit cost change
96 Line,Thermoplastic,Dotted White,4 Inches(2'Line,:CO Item added because of unit cost change
97 Line,Thermoplastic,Dotted Yellow,4 Inches(3'Line,CO Item added because of unit cost change
98 Transverse Marking,Thermoplastic,White Yield Line CO Item added because of unit cost change
99 Grooving for Pavement Markings Removed from the job
100 Line,Thermoplastic,Solid Yellow,4 Inches CO Item added because of unit cost change
101 Snowplowable Raised Pavement Marker Removed from the job
102 Pavement Marking,Green Cycle Track Removed from the job
103 Pavement Message Marking,Thermoplastic,Bike Syrr Removed from the job
104 Pavement Message Marking,Thermoplastic.Lane Inch Removed from the job
105 Business Sign Installation N/A
106 12"Ductile Iron Water Main CO Item added because of unit cost change
107 Structure Backfill for Water Main Under planned quantity
108 I2"Gate Valve Overdue to redesign
109 Complete Hydrant Assembly N/A
110 12"Connection Paid instead of 6"
111 6"Connection No 6"pipe on the lob
112 Service Line for Irrigation N/A
113 Adjust to Grade,Water Valve Under planned quantity
114 Sanitary Sewer Service Adjustment(Undistributed) Under planned quantity
115 Long&Short Side Services(Undistributed) Not used
116 Structural Soil Removed from the job
117 Planting Soil Mix CO Item added because of unit cost change
118 Shredded Hardwood Mulch Under planned quantity
119 Irrigation System WA
DocuSign Envelope ID:5642928D-5E46-45C0-98D6-83D681 323032
18-ENG-06 Intersection Improvements Rangeline Rd and Walnut St
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item Description Reason For Change
No.
120 Lawn Seed Added space from the building demo
121 Deciduous Shade Tree,3 IN Caliper N/A
122 Deciduous Shade Tree,2 IN Caliper Under due to plans
123 Deciduous Shade Tree,2.5 IN Caliper Under due to plans
124 Evergreen Shrub,No 3 Container Over because of redesign
125 Deciduous Shrub,No 3 Container N/A
126 Ornamental Grass,No 1 Container Over because of redesi
127 Perrenial.No 1 Container r
128 Perennial,4 IN Pot Over because of redesign
129 Evergreen Shrub,48 IN Height N/A
130 Decorative Roadside Planter Removed from the job
131 Contaminated Soil,Remove(Undistributed) Did not remove any
132 Raised Crosswalks N/A
133 Testing for Asbestos N/A
134 Subgrade Treatment,Type III Added to redesign
135 Milling,Asphalt,Variable Depth Did not use
136 HMA Wedge and Level,Type C Did not use
137 HMA for Sidewalk Added to redesign
l38 HMA for Structure Installation,Type C Not used
139 Manhole,110 Added to redesign
140 Inlet,J10 Added to redesign
141 Inlet,R13 Added to redesign
142 Light Standard Relocate Added to redesign
l43 Deciduous Shade Tree,6'Height Added to redesign
144 Concrete Curb Removal Added to redesign
145 Concrete Sidewalk Removal Added to redesign
146 Concrete Approach Removal Added to redesign
147 Added MOT for Monon Square Paid under different number
148 Duke Trani-turner Pad T&M Added to redesign
149 Pipe Removal Added to redesign
150 Construction Engineering Added to redesign
151 Mobilization and Demobilization Added to redesign
152 Milling,Asphalt 1.5" Added to redesign
153 Pipe,Type 4,Circular,6" Added to redesign
154 Maintaining Traffic Added to redesign
155 Conduit.PVC,2 IN,Schedule 40 Added to redesign
156 Conduit,PVC,2 IN,Schedule 80 Added to redesign
157 Conduit,PVC,4 IN,Schedule 40 Added to redesign
158 Conduit,PVC,4 IN,Schedule 40,with 3-1.25 IN line Added to redesign
!59 Conduit,PVC,4 IN,Schedule 80 Added to redesign
160 Conduit,PVC.4 IN,Schedule 80 with 3-1.25IN Inner Added to redesign
161 Wire.JO-IHW,No.4 Copper,in plastic Duct.4-1/c Added to redesign
l62 Transverse Marking,Thermoplastic,Stop Bar,24 Inch Added to redesign
163 Transverse Marking,Thermoplastic,Solid White,Cros Added to redesign
l64 Line.Thermopostic,Solid White,4 Inches None in the plans
165 Line,Thermoplastic,Solid White,6 Inches Added to redesign
166 Line,Thermoplastic,Dotted White,8 Inches(2'Line,:Added to redesign
167 Line,Thermoplastic,Dotted White,4 Inches(2'Line,:None in the plans
l68 Line,Thermoplastic,Solid Yellow,4 Inches Added to redesign
169 !2"Ductile Iron Water Main Added to redesign
170 Planting Soil Mix Added to redesign
171 Additional Detour Route COS l Added to redesign
172 Relocate Hydrant CO#3 Added to redesign
173 96th Street Storm Work CO#4 Added to redesign
374 Field Order Work CO45-6 Added to redesign
175 Additional Roudebush Plantings COrl2 Added to redesign
176 T&M Irrigation Repairs CO87 Damaged by Traffic
177 T&M Morphey Conduit Sueet Crossing Added for connection front existing Carmel Comm handhole across Walnut and Veterans Way
178 T&M UCS Utility Cleanup and Carmel Welding Drive A stone driveway was added on the back of Carmel Welding and Utility holes were filled in
179 T&M Additional Landscape and Irrigation Repairs Damaged by Traffic