HomeMy WebLinkAboutWhite Construction, Inc./ENG/$112,390.55/18-ENG-05 Richland Ave & Main St and Lexington Blvd & Main St Intersection Improvement - CO #2 FINAL DocuSign Envelope ID:04372EEB-5867-4A05-9261-64610CF6A961
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City of Carmel Project 18-ENG-05 451/
a.o
Richland Ave & Main St and Lexington Blvd & Main St
Intersection Improvements
CHANGE ORDER #2 (FINAL)
Final balancing change order. Project is complete
Contract Price prior to this Change Order $3,975,010.42
Contract Price will be increased/decreased by this Change Order $112,390.55
New Contract Price including this Change Order $4,087,400.97
Change Order Amount Adjusted Contract Price Cumulative Change
Original Contract $3,493,000.00
CO1 $482,040.42 $3,975,010.42 13.8%
CO2(FINAL) $112,390.55 $4,087,400.97 17.0%
DocuSign Envelope ID:04372EEB-5867-4A05-9261-64610CF6A961
CITY OF CARMEL
TO: White Construction,Inc. CONTRACT CHANGE ORDER NO.:02(FINAL)
3900 East White Ave;PO Box 249 DATE: 10/04/23
Clinton,IN 47842 PROJECT NAME: 18-ENG-05 Richland Ave&Main St and Lexington Blvd&
Main St Intersection Improvement
CITY REQ,NO.:N/A
CITY PO NO.:106386
CITY PO DATE:03/21/2022
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 (+)ORt-)DAYS
*See detail of items and summary of changed costs in attached Table
TOTAL OF CHANGE ORDER ITEMS I $112,390.55 0 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.P.: _n/a W.D.C.NO,: n/a
Other:_By Request from the City of Carmel net proposals included herein
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 3,975,010.42
Contract Price will be increased by this Change Order I12.390.55
New Contract Price including this Change Order $4.087.400.97
Contract Time prior to this Change Order 290 Days July 22 2023 Completion Date
Net increased resulting from this Change Order 0 Days
Current Contract Time including this Change Order July 22 2023 Completion Date
This Change Order is for full and final settlement of all direct,indirect,impact costs and time
extensions incurred at any time resulting from the performance of the changed work.
The Above Changes Are Recommended The Above Changes Are Accepted Approved
Not Present
CROSSROAD ENGINEER$ White Construction,LLC James Brainard,Mayor
ENGINEER CONTRACTOR
115 N 17th Ave 3900 East White Ave•PO Box 249 emy Kashman,City Engineer
Address Address
Beecliarove,IN 46107 Clinton,IN 47842 ary 33ii urke,Member
,—DocuSignatl by:
City/State/Zip City/State/Zip 1,avi Me%
l'zfilVdt§dn,Member
By:D (��'' ^ •--ki By: ' A 1 I hST:
Dakota Clark
Phone: 317-780-1555 Phone: 765-828-2534 Sue'W81 '8hg,Clerk
Date:1 0/18/2023 Date: 10/18/2023 Date:11/1/2023
DocuSign Envelope ID:04372EEB-5867-4A05-9261-64610CF6A961
18-ENG-05 Richland Ave&Main St and Lexington Blvd&Main St Intersection Improvement
CHANGE ORDER#2(FINAL)TABLE
Item U. U�itrriee Original Or4,[Qal r FivalDetaiption Fina1Aaoa.t Overlilades
Na. Q Autonnt Qaraatiht
1 Construction Engineering LS $79,452.53 l $ 79,452.53 1 $ 79,452.53 $
2 Mobilization and Demobilization LS $170,000.00 1 $ 170,000.00 1 $ 170,000.00_ $ -
3 Clearing of Right of Way ]LS $125,000.00 1 $ 125,000.00 1 $ 125,000.00 $ -
4 (Excavation,Common CYD $75.00 2737 $ 205,275.00 2737 $ 205,275.00 $ -
5 Borrow {CYD $0.01 866 $ 8.66 866 $ 8.66 $ -
6 Storm Water Quality Management Budget .DOL $1.00 13588 $ 13,588.00 23371.5 $ 23,371.50 $ 9,783.50
7 :SWQCP Implementation LS $14,000.00 1 $ 14,000.00 1 $ 14,000.00 $ -
8 _.SWQCP Preparation LS $1,900.00 1 $ 1,900.00 1 $ 1,900.00 $ -
9 Subgrade Treatment,Type IBC SYD $20.00 5342 $ 106,840.00 3111.91 $ 62,238.20 $ (44,601.80)
10 .Structure Backfill,Type 1 CYD $60.00 934 $ 56,040.00 266.5 $ 15,990.00 $ (40,050.00)
11 Subgrade Treatment,Type II SYD $20.00 161 $ 3,220.00 175.6 $ 3,512.00 $ 292.00_
12 Geogrid,Type 113 SYD $5.00 161 $ 805.00 175.6 $ 878 00 $ 73.00
13 .l-IIvIA Type C for Widening TON $381.87 14 $ 5,346 18 0 $ $ (5,346.18)
14 :Compacted Aggregate,No,53 CYD_ $100,00 92 $ 9,200.00 92�$ 9,200.00 $ -
15 Milling,Asphalt,1 1/2 IN _SYD $3.00 4724 $ 14,172.00 7247.84 $ 21,743.52 $ 7,571.52
16 QC/QA HMA,3,70,Surface,9.5mm TON $114.31 518 $ 59,212.58 861.92 $ 98,526.08 $ 39,313.50
17 QC/QA HMA.3,64,Intermediate,19.0mm TON $97.71 467 $ 45,630 57 501 46 $ 48,997.66 $ 3,367.09
~
18 QC/QA HMA,3,64,Base,25.0mm TON $76.06 1343 $ 102,148.58 1104.83 $ 84,033,37 $ (18,115.21)
19 QC/QA HMA,3,76.Intermediate,OG 19,0mm TON $88.59 556 $ 49.256.04 390,64 $ 34,606.80 $ (14,649.24)
20 ,Joint Adhesive,Surface _LFT $0.53 3823 $ 2,026.19' 1779.2 $ 942.98 $ (1,083.21)
21 Joint Adhesive,Intermediate LFT $0.63, 1812 $ 1,141.56 186.E $ 117.56 $ (1,024.00)
22 'Liquid Asphalt Sealant LFT $0.03_ 3823 $ 114.69 0W_$ $ (114.69)
23 (Base Seal TON $697.17 3 $ 2,091.51 0 $ - $ (2,091.51)
24 Asphalt for Tack Coat 'TON $697.17 4 $ 2,788.68 _ 4.39 $ 3,060.58 $ 271.90
25 Colored and Joint Concrete,7 IN :SYD $150_00 330 $ 49,500.00 328.6 $ 49,290 00 $ (210.00)
26 Raised Crosswalk :SYD S100.00 580 $ 58,000,00 350.09 $ 35,009.00, $ (22,991.00)
27 :PCCP,10.5"Decorative ,SFT $15.00 2359 $ 35,385.00 2351.E $ 35,274.00 $ (111.00)
28 Concrete Cap for Pavement Patch -LFT $15.00 2316 $ 34,740.00 2566.9 $ 38,503.50 $ 3,763.50
29 Sidewalk,Concrete SYD $50.00 1884 $ 94_200.00 1909.82 $ 95,491.00 $ 1,291.00
30 Curb Ramp,Concrete SYD $175,00 396_$ 69,300,00 333.46 $ 58,355.50 $ (10,944.50)
31 Detectable Warning Surfaces SYD $250.00 98 $ 24,500.00 55.84 $ 13,960.00 $ (10,540.00)
32 Straight Concrete Curb LFT $40,00 3144 $ 125,760.00 3691.5 $ 147,660.00 $ 21,900_00
33 Center Curb,D,Concrete SYD $350.00 15 $ 5,250.00 13.07 $ 4,574,50 $ (675.50)
34 Curb and Gutter,Concrete,Type II LFT $35.00 2300 $ 80,500,00 2190,3 $ 76,660.50 $ (3,839.50)
35 Curb and Gutter,Concrete,Roll Curb ,LFT $50.00 431 $ 21,550,00 421.76 $ 21,088.00 $ (462.00)
36 HMA for Approaches,Type B TON $100.37 89 $ 8,932.93 56,52_$ 5,672.91 $ (3,260,02)
37 Water kGAI� $1.00 12, $ 12.00, 12 $ 12.00 $ -
38 Sodding,Nursery SYD $3.50 3265 $ 11,427,50 0 $ - $ (11,427.50)
-
39 ]Field Office,C MOS $2,400 00 6 $ 14,400,00 0 $ $ (14,400,00)
_
40 Computer System Equipment lEA $500.00_ 2 $ 1,000.00 0 $ - $ (1,000.00)
41 Computer System EA $1,500.00 2 $ 3,000.00 0_$ - $ (3,000,00)
42 ;Pipe,Type 4,Circular,6 IN .LFT $15.00 2475 $ 37,125.00 2225,E $ 33,384,00 $ (3,741.00)
43 Pipe,Underdrain,Outlet,6 IN .LFT $30.00 102L5 3,060,00 63 $ 1,890.00 $ (1,170.00)
44 :Pipe.Type 2,Circular,12 IN .LFT $60.00 735 $ 44,100.00 817.8 $ 49,068.00 $ 4,968.00
45 Pipe,Type 2,Circular,15 IN LFT $75.00 124 $ 9,300.00 60.5 $ 4,537.50 $ (4,762.50)
46 Pipe,Type 2,Circular,18 IN LFT $90.00 57 $ 5,130,00 52_$ 4,680,00 $ (450,00)
47 Pipe,Type 2,Circular,36 IN LFT $350.00 6 $ 2,100.00 6 $ 2,100.00 $ -
48 Video Inspection for Pipe .LFT $2.75 922 $ 2,535.50 936.3 $ 2,574.83 $ 39.33
49 Video Inspection for Underdrain LFT $1.00 2577 $ 2,577,00 2225.6 $ 2,225,60 $ (351.40)
50 Geotextile for Underdrain,Type IA SYD $1.50 2026 $ 3,039.00 1855.69 $ 2.783.54 S (255.47)
51 Aggregate for Underdrains CYD $100.00 209 $ 20,900.00 86.603 $ 8,660.30 $ (12,239.70)
-
52 Manhole,J10 EA $7,500.00 3 $ 22,500.00 3 $ 22,500.00 $
53 Inlet,J10 EA $3,500.00 6 $ 21,000,00 6 $ 21,000.00 $ -
54 Catch Basin,M10 EA $4,000.00 6 $ 24,000.00 _ 6 $ 24,000.00 $ -
55 Manhole,C4 EA $5,000,00 1 $ 5,000.00 2 $ 10,000.00 $ 5,000.00
56 Manhole,D4 EA $6,500.00 1 $ 6,500.00 1 $ 6,500.00 $ -
57 Inlet,E-7 EA $2,900.00 1 $ 2,900.00 1_ $ 2,900.00 $ -
58 Inlet,B-15 EA $4,500.00 4 $ 18,000,00 4 $ 18,000,00 $ -
59 Inlet,C-15 EA $4,500.00 4 $ 18,000.00 4 T$ 18,000,00 $ -
60 'Water Quality Unit,BMP 18F Snout EA $2,000.00 2 $ 4,000,00 2_$ 4,000.00 $ -
DocuSign Envelope ID:04372EEB-5867-4A05-9261-64610CF6A961
18-ENG-05 Richland Ave&Main St and Lexington Blvd&Main St Intersection Improvement
CHANGE ORDER#2(FINAL)TABLE
Its 1 Description Unit Unit Price Original Original F�lt Fina11Amount Civet/Under
Na. . - Quantity QuantityAmount
61 Contech WQ STR,CDS 5 EA $24,000.00 1 $ 24,000.00 1 $ 24,000,00 $ -
62 Road Closure Sign Assembly _EA $250.00 8 $ 2,000.00 13 $ 3,250.00 $ 1,250.00
63 Detour Route Marker Assembly EA $70.00 19 $ 1,330.00 42 $ 2,940.00 $ 1,610 00
64 Construction Sign,A EA $115.00 12 $ 1,380.00 16 $ 1,840.00 $ 460.00
65 Construction Sign.B EA $50.00 21 $ 1,050.00 7 $ 350.00 $ (700.00)
66 Construction Sign,C EA $175.00 1 $ 175 00 0 $ - $ (175.00)
67 Temporary Pavement Marking,Solid,White,4 IN, LFT $1.15 1577 $ 1,813.55 2975 $ 3,421.25 $ 1,607.70
Removeable _
68 Temporary Pavement Marking,Solid,Yellow,4 IN, LFT $1.15 4191 $ 4,819.65 3747 $ 4,309.05 $ (510.60)
Removeable
69 'Temporary Transverse Pavement Marking,Stop Bar, LFT $9.00 28 $ 252.00 0 $ $ (252.00)
White,24 IN,Removeable _ -
70 Pavement Message Marking,Remove SYD $45.00 5 $ 225.00 0 $ - $ (225.00)
71 Transverse Marking,Remove LFT $4.501-
12 $ 54.00 40'r$ 180.00 $ 126.00
72 (Line,Remove LFT $0.85 1483 $ 1,260.55 2110 $ 1,793.50 $ 532.95
73 Maintaining Traffic _LS $250,000.00 1 $ 250,000.00 1 $ 250,000.00 $ -
74 :Barricade,III-A LFT $18.00 312 $ 5,616.00 256 $ 4,608.00'-$ (1,008.00)
75 Barricade,III-B LFT $18.00 168 $ 3,024.00 56 $ 1,008.00 $ (2,016.00)
76 :Sim Post,Square,1,Reinforced Anchor Base LFT $40_30 300 $ 12,090.00 281 $ 11,324.30 $ (765.70)
77 ;Sign,Sheet,and Supports,Remove EA $76.80 8 $ 614.40 8 $ 614.40 $ -
78 Sign,Sheet with Legend.0.080" SFT $24.10 523 $ 12,604.30 333.87 $ 8,046.27 $ (4,558,03)
79 Sign.Sheet with Legend,0.100" SFT $26.30 91 $ 2,393.30 55.56 $ 1,461,23 $ (932.07)
80 Decorative Street Sign Assembly EA - $3,577.00 7 $ 25,039.00 7 $ 25,039.00 $
8l Relocate Flashing Beacon Assembly,School Speed Limit EA $2,846.00 1 $ 2,846 00 1 $ 2,846.00 $
Sign
82 Hard Wired Rapid Flashing Beacon Assembly EA $8,304,00 28 $ 232,512.00 7 $ 58,128.00 $ (174,384.00)
83 Solar Powered Rapid Flashing Beacon Assembly 1'EA $10,189,00 8 $ 81,512.00 0 $ - $ (81,512.00)
84 Pedestal Foundation,Concrete,Type A EA $1,172.00 37 $ 43.364.00 - 7 $ 8,204.00 $ (35,160.00)
-
85 Controller and Cabinet,P-1,Modified EA $3,515.00 2 $ 7,030,00 2 $ 7,030.00 $ -
86 Controller Cabinet Foundation,P-1,Modified EA $1,895.00 2 $ 3,790.00 2 $ 3,790.00 $ -
87 Traffic Signal Equipment,Remove 'LS $6,077.00 I $ 6,077,00 1 $ 6,077.00 $ -
88 IHandhole,Lighting EA $859.00 10 $ 8,590,00 13 $ 11,167.00 $ 2,577,00
89 IHandhole,Communications EA $2,343.00 17 $ 39,831,00 15 $ 35,145.00 $ (4,686.00)
90 Service Point,II,Modified EA $7,031.00 2 $ 14,062.00 2 $ 14,062.00 $ -
91 (Lighting Foundation,Concrete,with Grounding,30"x 30" EA $1,559,00 15 $ 23,385,00 18 $ 28,062.00 $ 4,677.00
;x 96" _
92 :Luminaire.Ornamental EA $4,229.00 15 $ 63,435.00 18 $ 76,122.00 $ 12,687,00
93 Light Pole,Ornamental EA $6,670.00 15 $ 100,050.00 5 $ 33,350.00}$ (66,700,00)
94 Conduit.PVC,4 FN,Schedule 80 LFT $50.00 2339 $ 116,950.00 653 $ 32,650.00 $ (84,300.00)
95 Conduit,PVC,4 IN,Schedule 80 with 3-1.25"Innerducts LFT $68.20 1006 $ 68,609.20 0 $ - $ (68,609,20)
96 'Conduit,HDPE,3-1.25",Schedule 80,via Horizontal LFT $59.10 971 $ 57,386.10 0 $ $ (57,386.10)
Directional Drilling ^
_
97 Conduit,HDPE,1-1.25",Schedule 80 LFT $39.60 1015 $ 40,194.00 107 $ 4,237,20 $ (35,956.80)
98 Conduit,Steel,Galvanized,2" ,LFT $41.20 472 $ 19,446.40 1062 $ 43,754,40 $ 24,308.00
99 Wire,No,4 Copper,in Plastic Duct,in Trench,4 1/C LFT - $18.60 758 $ 14,098,80 1430 $ 26,598.00 $ 12,499.20
100_Wire,No.4 Copper,in Plastic Duct,4 1/C LFT $21.00 528 $ 11,088,00 838 $ 17,598.00 $ 6,510.00
101 Transverse Message Marking,Thermoplastic,Crosswalk !LFT $9.00 270 $ 2,430,00 744.45 $ 6,700,05 $ 4,270.05
24 IN
102 Line,Thermoplastic,Broken,White,4 IN LFT_ $0.80 225 $ 180.00 206.2 $ 164.96 $ (15.04)
103 Line,Thermoplastic,Solid White,6 IN LFT $1.20 485 $ 582.00 460 $ 552,00 $ (30.00)
104 Line,Thermoplastic,Solid White,4 IN _LFT $0.80 431 $ 344.80 517.1 $ 413.68 $ 68.88
_ 105 Pavement Message Marking,Thermoplastic,Ped Xing EA $250.00 14 $ 3,500.00 14 $ 3,500.00 $ -
106 Line,Thermoplastic,Dotted,White,8 IN LFT $1.60 234 $ 374.40 150 $ 240.00 $ (134.40)
107 Transverse Marking,Thermoplastic,Yield,White,36 IN LFT $15.00 151 $ 2,265.00 151 $ 2,265.00 $
108 Grooving for Pavement Markings LFT $0.75 5427 $ 4,070 25 0 $ - $ (4,070,25)
109 ILine,Thermoplastic,Solid Yellow,4 IN LFT $0.80 4286 $ 3,428.80 4642.5 $ 3,714.00 $ 285.20
110 Transverse Message Marking,Thermoplastic,Crosswalk LFT $1.30 266 $ 345.80 0 $ $ (345.80)
Line,White,6 IN -
11 i Pavement Message Marking,Thermoplastic,Lane EA $150.00 10 $ 1,500,00 18 $ 2,700.00 $ 1,200.00
Indication Arrow
DocuSign Envelope ID:04372EEB-5867-4A05-9261-64610CF6A961
18-ENG-05 Richland Ave&Main St and Lexington Blvd&Main St Intersection Improvement
CHANGE ORDER#2(FINAL)TABLE
Item Original Original Final
Description Unit Unit Price O Final Amount Over/Under
No.112 Snowplowable Raised Pavement Markings,Blue EA $200.00 2 $ 400.00 2 $ 400.00 $ -
113 .Adjust Casting to Grade,Storm Manhole EA $1,250.00 2 $ 2,500.00 7 $ 8,750.00 $ 6,250,00
114 Adjust Casting to Grade,Sanitary Manhole EA $1,500.00 2 $ 3,000.00 _ 1 $ 1,500.00�$ (1,500.00)
115 12"Ductile Iron Water Main LFT $250.00 140 $ 35,000.00 119 $ 29,750 00 $ (5,250.00)
116 i5"Ductile Iron Water Main LFT $125.00 316 $ 39,500.00 298 $ 37,250.00 $ (2,250.00)
117 Complete Hydrant Assembly EA $9,000,00 2, $ 18,000.00 1 $ 9,000.00 $ (9,000,00)
118 12"x 6"Tapping Saddle 6"Tapping Valve EA $6,500.00 1 $ 6_500.00 1 $ 6,500.00 $ -
119 12"x 12"Tapping Saddle 12"Tapping Valve EA $11,000.00 1 $ 11,000,00• l $ 11,000.00 $ - -
120 16"x 6"Tapping Saddle 6"Tapping Valve EA $9,000.00 1 $ 9,000.00 1 $ 9,000.00 $ -
121 12"Connection EA $6,000.00 2 $ 12,000.00 2 $ 12,000.00 $ -
122 15"Connection EA $4,000.00 5 $ 20,000.00 4 $ 16,000.00 $ (4,000,00)
123 Short Side Service(S2) EA $4,500.00 1 $ 4,500.00 1 $ 4,500 00 $ -
124 Long Side Service(Si) EA $5,500.00 3 $ 16,500.00 3 $ 16,500.00 $ -
125 Adjust Valve Box to Grade EA $750.00 9 $ 6,750.00 7 $ 5,250.00 $ (1,500.00)
126 Cut,Cap,and Plug 12"water Main EA $0.00 0 $ - 0 $ - $ -
127 Cut,Cap,and Plug 6"water Main EA $0.00 0 $ 0 $ - $ -
128 Retire Valve Box EA $500.00 3 $ 1,500.00 4 $ 2,000 00 $ 500.00
129 _Retire Hydrant and Branch Valve EA $1,000.00 1 $ 1,000.00 2 $ 2,000.00 $ 1,000,00
130 Retire Service Line EA $1,800.00 2, $ 3,600.00 2 $ 3,600.00 $ -
_
131 6"Lowering EA $6,000,00 l $ 6,000.00 0 $ - $ (6,000.00)
132 16"Connection EA $6,000.00 1 $ 6,000.00 _ 1 $ 6,000.00 $ -
133 Sanitary Sewer Service Adjustment(Undistributed) LFT $175.00 50 $ 8,750.00 0 $ - $ (8,750.00)
139 �:2"PVC Conduit Schedule 40 LFT $25.89 0 $ - 455 $ 11,779.95 $ 11,779.95
140 Ornamental 30'Light pole w,Hardwire RFB Assembly EA $14,965.02 0 $ - 13 $ 194,545 26 $ 194,545.26
141 4"PVC Conduit Schedule 40 LFT $46.01 0 $ - 164 $ 7,545.64 $ 7,545.64
142 :2-2"PVC Schedule 40 LFT $40.66 0 $ - 2284 $ 92,867.44 $ 92,867.44
143 T&M Costs for Added Work From 6,15-7,28 LS $150,103.66 0 $ - 0 $ - $ -
144_Concrete Pavement Removal SYD $14.39 0 $ - 1121.08 $ 16,132,.34 $ 16,132.34
145 T&M Costs for Added Work From 8,2-8.18 LS $21,894.86 0 $ - 1 $ 21,894.86 $ 21,894.86
146 T&M Costs for Added Work From 9.14 _LS $1,232.14 0 $ - 1 $ 1,232.14 $ 1,232.14
147_Additional Tree Removal LS $15,836.00 0 $ - 1 $ 15,836.00 $ 15,836.00
148 Accelerated Costs 7.27-8,13 LS $7,888.17 0 $ - 1�$ 7,888.17 $ 7,888.17
149 RTF Sodding SYS $4.69 0 $ - 4960.79 $ 23,266.11 $ 23,266.11
150 Install Black Coating for all Sign Sheets _LS $9,410.83 0 $ - 1 $ 9,410.83 $ 9,410.83
151 David Place Drainage LS $158,825.00 0 $ - 1 $ 158,825,00 $ 158,825.00
152 Northern Heights Drainage LS $198,932.50 0 $ - 1 $ 198,932,50 $ 198,932.50
153 Northern Heights-11427 Extensions LS $30,535.00 0 $ . 1 $ 30,535.00 $ 30,535.00
154 Home Place Improvements LS $228,655.00 0 $ - 1 $ 228,655.00 $ 228,655,00
155 Monon Cantilever Gate Repair ILS $2,892.00 0 $ - 1 $ 2,892.00 $ 2,892.00
156 Home Place Improvements-Topsoil on Washington Blvd ILS $15,490.20 0 $ - 1 $ 15,490.20 $ 15,490.20
157 Hoosier AT&T Light Post Tie-in 1LS $7,641.51 0 $ 1 $ 7,641.51 $ 7,641.51
158 T&M Costs for Added Work-4.7.23 thru 4.11.23 ILS $3,917.84 0 $ - 1 $ 3,917.84 $ 3,917,84
159 T&M Costs for Added Work-10.14,22 thru 10.27.22 :LS $11,106.86 0 $ - 1 $ 11,106.86 $ 11,106,86
160 PMM,Thermoplastic,Word ONLY :LS $325.00 0 $ - 1 $ 325.00 $ 325.00
161 Pedestrian Crossing Markings-Extra Work :EA $347.75 0 $ - - 10 $ 3,477,50 $ 3,477.50
162 Additional Paving Pricing :DOL $1.00 0 $ - - 11103.18 $ 11,103.18 $ 11,103.18
163 T&M Costs for Added Work-6.9.23 and 6.10.23 :LS $7,769 92 0 $ - 1 $ 7,769.92 $ 7,769.92
164 T&M Costs for Added Work-6.29.23 and 7.17.23 .LS $35,570_12 0 $ - 1 $ 35,570.12 $ 35,570.12
165 Corrected T&M Costs for Added Work From 6.15-7,28 �LS $150,163.64 0 $ - 1 $ 150,163.64 $ 150,163,64
166 JETS-Extra Work-Winter Ph2 MOT Mobilization LS $1,320.00 0 $ - 1 $ 1,320.00 $ 1,320.00
167 Repair Damage to Signs,Remobilize Beacon Install, LS $12,456_24 0 $ - 1 $ 12,456.24 $ 12,456.24
Relocate One-Way Signage and Pedestrian Extensions
168 Repair Beacon Pole&Sheet Sign Damaged by Traffic LS $2,155.52 0 $ - 1 $ 2,155.52 $ 2,155.52
169+ILight Pole Material Only LS $11,986.30 0 $ - 1 $ 11,986.30 $ 11,986.30
170 Red or Chinkapin Oak Trees,2.5" EA $695.50 0 $ - 19 $ 13,214.50 $ 13,214.50
OTAL OF 4:311ANG£QRDF3I IIEI1!<5 $ 5941,44)0-97
CONTRACT PRICE PRIOR TO CHANGE ORDER $ 3,493,000.00
CHANGE ORDER#1 $ 482,010.42
CHANGE ORDER#2(FINAL) $ 112,390.55
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $ 4,087,400.97
DocuSign Envelope ID:04372EEB-5867-4A05-9261-64610CF6A961
18-ENG-05 Richland Ave&Main St and Lexington Blvd&Main St Intersection Improvement
EXHIBIT A
You have been directed to make the following changes in this Contract:
Description ` ete a For Change
Na. •
1 Construction Engineering
2 1Mobilization and Demobilization
3 Clearing of Right of Way
4 Excavation,Common
5 :Borrow
Seeding for winter and additional weekly inspections werere added due to increased project
6 Storm Water Quality Management Budget length
7 SWQCP Implementation
8 SWQCP Preparation
9 Subgrade Treatment,Type IBC Unable to be performed for portion of Richland
10 Structure Backfill,Type 1 Underrun due to higher estimate quantity
11 Subgrade Treatment,Type II
12 Geogrid,Type IB
13 HMA Type C for Widening No widening Asphalt needed
14 Compacted Aggregate,No.53
15 Milling,Asphalt,1 1/2 IN Additional Mill&resurface South of Richland by City's request
Additional Mill&resurface South of Richland by City's request&Richand Surface not
16 QC/QA HMA,3,70,Surface,9.5mm included in Estimate
17 QC/QA HMA,3,64,Intermediate,19.0mm
18 QC/QA HMA,3,64,Base,25.0mm Removed one layer of base asphalt due to OG asphalt removal at Richland
19 QC/QA HMA,3,76,Intermediate,OG 19,0mm Removed OG asphalt layer at Richland due to conflicts with utilities
20 Joint Adhesive,Surface
21 Joint Adhesive,Intermediate
22 Liquid Asphalt Sealant Did not place to stripe sooner
23 Base Seal
Base&Intermediate paved on same day&lower base&OG asphalt layers at Richland were
24 Asphalt for Tack Coat not placed due to utilities.
25 'Colored and Joint Concrete,7 IN
26 Raised Crosswalk Underrun due to higher estimate quantity
27 PCCP,10.5"Decorative Underrun due to higher estimate quantity
28 Concrete Cap for Pavement Patch Additional curb replaced and curb cap by median ramps were not accounted for in estimate
29 Sidewalk,Concrete
30 Curb Ramp,Concrete
31 Detectable Warning Surfaces Removal of waming surfaces in center islands&in median
32 Straight Concrete Curb
33 Center Curb,D,Concrete
34 Curb and Gutter,Concrete,Type II
35 Curb and Gutter,Concrete,Roll Curb
36 HMA for Approaches,Type B Underrun due to higher estimate quantity
37 Water
38 Sodding,Nursery RTF requested by City&New line item 149 was created
39 Field Office,C Field office not paid under this contract
40 Computer System Equipment Field office not paid under this contract
41 Computer System Field office not paid under this contract
42 Pipe,Type 4,Circular,6 IN
43 Pipe,Underdrain,Outlet,6 IN Rerouted Lexington center island underdrain to SW corner of intersection
44 Pipe,Type 2,Circular, 12 IN 15"pipe at Lexington was replaced with 12"due to avoiding utilities
45 Pipe,Type 2,Circular,15 IN 15"pipe at Lexington was replaced with 12"due to avoiding utilities
46 Pipe,Type 2,Circular, 18 IN
47 Pipe,Type 2,Circular,36 IN
48 Video Inspection for Pipe
DocuSign Envelope ID:04372EEB-5867-4A05-9261-64610CF6A961
18-ENG-05 Richland Ave&Main St and Lexington Blvd&Main St Intersection Improvement
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item
Drscription Reason For Change
No.
49 Video Inspection for Underdrain
_ 50 Geotextile for Underdrain,Type 1A
51 Aggregate for Underdrains Underrun due to higher estimate quantity
52 Manhole,J10
53 Inlet,J10
54 Catch Basin,M10
55 Manhole,C4 Added structure of Lexington to avoid utilities
56 Manhole,D4
57 Inlet,E-7
58 Inlet,B-15
59 Inlet,C-15 ,
60 Water Quality Unit,BMP 18F Snout
61 Contech WQ STR,CDS 5
62 Road Closure Sign Assembly Additional signage requested by city for Richland closure
63 IDetour Route Marker Assembly Additional signage requested by city for Richland closure
64 Construction Sign,A Additional signage requested by city for Richland closure
65 Construction Sign,B
66 Construction Sign,C None requested
'Temporary Pavement Marking,Solid,White,4 IN,
67 Removeable Overran due to temporary striping of Richland
'Temporary Pavement Marking,Solid,Yellow,4 IN,
68 :Removeable Overran due to temporary striping of Richland
'Temporary Transverse Pavement Marking,Stop Bar,
69 White,24 IN,Removeable Stop bars removed during asphalt removal.
70 Pavement Message Marking,Remove
71 Transverse Marking,Remove Overran due to temporary, striping of Richland
72 _Line,RemoveOverran due to temporary due to multiple additional Phases
73 Maintaining Traffic
_ 74 Barricade,III-A
75 Barricade,III-B Did not utilize as many barricades as planned
76 Sign Post,Square,1,Reinforced Anchor Base
77 Sign,Sheet,and Supports,Remove
78 Ste,Sheet with Legend,0,080"
79 Sign,Sheet with Legend,0.100"
80 Decorative Street Sign Assembly
Relocate Flashing Beacon Assembly,School Speed
81 Limit Sign Removed but did not relocate due to cities direction
82 Hard Wired Rapid Flashing Beacon Assembly Removed RFB in median and in splitter islands
83 Solar Powered Rapid Flashing Beacon Assembly Removed to make all RFB wired
84 Pedestal Foundation,Concrete,Type A Removal of multiple RFBs
85 Controller and Cabinet,P-1,Modified
86 Controller Cabinet Foundation,P-1,Modified
87 Traffic Signal Equipment,Remove
88 :Handhole,Lighting Added additional handholes to allow access points to conduits leading to center islands
89 HHandhole,Communications
90 Service Point,II,Modified
Lighting Foundation,Concrete,with Grounding,30"x
91 30"x 96" Additional light poles planned
92 Luminaire,Ornamental Additional light poles planned
DocuSign Envelope ID:04372EEB-5867-4A05-9261-64610CF6A961
18-ENG-05 Richland Ave&Main St and Lexington Blvd&Main St Intersection Improvement
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item Description Reason For Change
No.
93 Light Pole,Ornamental New line item added for 30'light poles with RFBs
94 Conduit,PVC,4 IN,Schedule 80 Conduit sizes&strengths changed due to availability
Conduit,PVC,4 IN,Schedule 80 with 3-1.25"
95 Innerducts Conduit sizes&strengths changed due to availability
Conduit,HDPE,3-1.25",Schedule 80,via Horizontal
96 IDirectional Drilling Conduit sizes&strengths changed due to availability
97 Conduit,HDPE,1-1.25",Schedule 80 Conduit sizes&strengths changed due to availability
98 Conduit,Steel,Galvanized,2" Added due to addition road crossing needed for RFB's to communicate
99 Wire,No_4 Copper,in Plastic Duct,in Trench,4 1/C Added due to addition road crossin needed for RFB's to communicate
100 Wire,No.4 Copper,in Plastic Duct,4 1/C •.. d due to additionneeded for RFB's to communicate
'Transverse Message Marking,Thermoplastic,
101 Crosswalk,24 IN
102 Line,Thermoplastic,Broken,White,4 IN
103 Line,Thermoplastic,Solid White,6 IN
104 Line,Thermoplastic,Solid White,4 IN
105 Pavement Message Marking,Thermoplastic,Ped Xing
106 Line,Thermoplastic,Dotted,White,8 IN
107 IN
108 Grooving for Pavement Markings Removed by citys direction
109 Line,Thermoplastic,Solid Yellow,4 IN
110 Crosswalk Line,White,6 IN
Pavement Message Marking,Thermoplastic,Lane
11 l Indication Arrow Temoray arrows paid using this line item
112 Snowplowable Raised Pavement Markings,Blue
113 Adjust Casting to Grade,Storm Manhole Additional castings South of Main Street were adjusted to grade landscapping
114 Adjust Casting to Grade,Sanitary Manhole
115 12"Ductile Iron Water Main
116 6"Ductile Iron Water Main
117 Complete Hydrant Assembly Only one hydrant was replaced.2nd hydrant had an existing hydrant close to it.
118 12"x 6"Tapping Saddle 6"Tapping Valve
119 12"x 12"Tapping Saddle 12"Tapping Valve
120 16"x 6"Tapping Saddle 6"Tapping Valve
121 12"Connection
122 6"Connection
123 Short Side Service(S2)
124 Long Side Service(S1)
125 Adjust Valve Box to Grade
126 Cut,Cap,and Plug 12"water Main
127�Cut.Cap,and Plug 6"water Main
128 Retire Valve Box Additional valve box found and removed
129 Retire Hydrant and Branch Valve Two removals but only one was reaplced.
130 Retire Service Line
131 6"Lowering No need to lower watermain
132 16"Connection
133 Sanitary Sewer Service Adjustment(Undistributed) Unused
139 2"PVC Conduit Schedule 40 Conduit sizes&strengths changed due to availability
DocuSign Envelope ID:04372EEB-5867-4A05-9261-64610CF6A961
18-ENG-05 Richland Ave&Main St and Lexington Blvd&Main St Intersection Improvement
EXHIBIT A
You have been directed to make the following changes in this Contract:
hem
No.
Description Reason For Change
Ornamental 30'Light pole w,Hardwire RFB
140 Assembly Additional line item due to attaching RFB to 30'poles
141 4"PVC Conduit Schedule 40 Conduit sizes&strengths changed due to availability
142 2-2"PVC Schedule 40 Conduit sizes&strengths changed due to availability
143 'T&M Costs for Added Work From 6.15-7.28 CO for additional work.Unit price is incorrect&replaced by Item#I65
144 Concrete Pavement Removal Added line item to account for Concrete pavement found along Main Street
145 'T&M Costs for Added Work From 8.2-8.18 Additional work&expedited work to open Richland before school opening.
146 T&M Costs for Added Work From 9.14 Modification of storm structures due to utility conflict
147 Additional Tree Removal Tree Removal for Duke relocation
148 Accelerated Costs 7.27-8.13 Accelerated costs to complete4 concrete before school opening
149 RTF Sodding Added line item to account for RTF sod request from City
150 Install Black Coating for all Sign Sheets Black coating on back of street signs requested by city
151 install
Place Drainage Added Drainge Project by the City
152 Northern Heights Drainage Added Drainge Project by the City
153 Northern Heights-11427 Extensions Added Drainge Project by the City
154 Home Place Improvements Added work by City
155 Monon Cantilever Gate Repair Payment for Monon Blvd gate repair
Home Place Improvements-Topsoil on Washington
156 Blvd Placement of topsoil for Homeplace Draiange Projecn
157 Hoosier AT&T Light Post Tie-in Coonection of AT&T Powerpole/Liihtpole
158 T&M Costs for Added Work-4.7.23 thru 4.11.23 Grading for Homeplace&Northern Heights Drainage Projects
159 T&M Costs for Added Work-10.14.22 thru 10.27.22 T&M for winterization of Main Street.
160 PMM,Thermoplastic,Word ONLY Planned item that was not included in bid items
161 Pedestrian Crossing Markings-Extra Work Marking placed on the Pedestrian crosswalks Poer cities request
162 Additional Paving Pricing Additional Payment due to escalation fo asphalt prices between 2022&2023
163 T&M Costs for Added Work-6.9.23 and 6.10.23 Additional storm structure reconstruct¢er median additional backfill.
164 T&M Costs for Added Work-6.29.23 and 7.17.23 Misc.approved work(sidewalk removal,sod repair,firehouse 44 curb ramp,etc)
Corrected T&M Costs for Added Work From 6.15- T&M for additional excavation&placement of#53 stone due to utility conflicts.$4058.75
165 '7.28 for Metronet relocation
166 ITS-Extra Work-Winter Ph2 MOT Mobilization Mobilization cost to set MOT for the 2022 Winter
Repair Damage to Signs,Remobilize Beacon Install, Additional work requested by city and mobilization to set beacon that city originally did not
167 Relocate One-Way Signage and Pedestrian Extensions want installed.
168 Repair Beacon Pole&Sheet Sign Damaged by Traffic Additional work to repair damages caused by public _
169 Light Pole Material Only Delivery&paymnet for poles not installed on site to be given to city.
170 Red or Chinkapin Oak Trees,2.5" Additional plantings along median etween Richland&Lexington.