HomeMy WebLinkAboutWhite Construction, LLC/ENG/$482,010.42/CO #1/18-ENG-05 DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF
City of Carmel Project 1 8-ENG-05
APPROVED
By Sergey Grechukhin at 3:19 pm,Jul26,2023
l l
Richland Ave & Main St and Lexington
Blvd & Main St Intersection Improvement
CHANGE ORDER #1
Added line items due to revised lighting plans, winterization of Main Street,and drainage work requested
by the city.
Contract Price prior to this Change Order $3,493,000.00
Contract Price will be increased/decreased by this Change Order $482,010.42
New Contract Price including this Change Order $3,975,010.42
Amount Adjusted Contract Cumulative %
Price Change from Original
Contract
Original Contract $3,493,000.00 $0.00 N/A
CO $3,975,010.42 $482,010.42 13.80%
DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF
CITY OF CARMEL
TO: White Construction,Inc. CONTRACT CHANGE ORDER NO.:01
3900 East White Ave;PO Box 249 DATE:7/21123
Clinton,IN 47842 PROJECT NAME 18-ENG-05 Richland Ave&Main St and Lexington Blvd&
Main St Intersection improvement
CITY RFQ.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 (f)OR(-1DAYS
•See detail of items and summary of changed costs in attached Table
TOTAL OF CHANGE ORDER ITEMS $482,010.42 290 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.: rt/a W.D.C.NO.: n/a
Olher Bs Request from the Cih 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.. 3,493 000 00
Contract Price will be increased by this Change Order ) 482.010.42
New Contract Price including this Change Order $3.975 010.42
Contract Time prior to this Change Order 127 Days October 5 2022 Completion Date
Net increased resulting from this Change Order 290 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 lime resulting from the performance of the changed work.
The Above Changes Are Recommended The Above Changes Arc Accepted Approved
aw '� ——
CROSSROAD ENGINEERS White Construction LLC James Brainard,Mayor
ENGINEER CONTRACTOR ei7 _...1 15 N_17th Ave 3940 East White Ave.PO Box 249 Je oo vKas man,City Engineer
Address Address
Beech Grove IN 46107 Clinton,IN 47842 frAfffrErurke,Member
City/State/Zip City//State/Zip -rev Arthew
bottpWritserri,Member
By:va.kofa'Ct 4'k. By: ATTEST:
Dakota Clark tvti �0ocu8itoor
s�.`�t�a---..
Phone: 317-780-155 Phone: 76i_828-2534 'S-0611961fgeng-Clerk
Date.7/24/2023 — Date 'I1ZS/70Z3 Date: 8/16/2023
DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF
18-ENG-05 Richland Ave&Main St and Lexington Blvd&Ma St Intersection Improvement
CHANGE ORDER NJ TABLE
Item Original Original Final
Description trait Lnit Price
Final Amount Over/Under
No. Quantity; Amount Quantity
I Construction Engineering LS 579,452.53 1 S 79,452.53 1 S 79,452,53 5 -
2 Mobilization and Demobilization LS 5170,000,00 1 S 170,000.00 1 S 170,000.00 $ -
3 Clearing ofRi6ht 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 S 205,275.00 S -
5 Borrow CYD $0 01 866_$ 8.66 866 5 8.66 $ -
6 Storm Water Quality Management Budget DOL $1.00 13588 S 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 51,900.00 1 $ 1.900.00 1 S 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 I CYD S60.00 934 $ 56,040.00 266.5 $ 15 990.00 $ (40,050.00)
11 Subn6rade Treatment,Type 1r SYD $20.00 161 S 3.220.00 175.6 S 3.512-00 $ 292.00
12 Geogrid,Tye 113 SYD $5.00 161 $ 805.00 175.6 $ 878,00 $ 73.00
13 BMA Type C for Widening _ _ TON $381.37 14 S 5,346-18 0 $ - $ (5,346.18)
14 Compacted Aggregate,No.53 CYD $100.00 92 $ 9,200.00 92 $ 9,200.00 S -
15 Milling,Asphalt,1 1/2 IN SYD S3.00 4724 $ 14.172.00 6608.19 $ 19,824.57 $ 5,652.57
16 QC/QA 1-LMA,3,70,Surface,9.5mm TON $114.31 518 $ 59,212.58 827.00 $ 94,534.37 $ 35,321.79
17 QC/QA HMA,3,64,Intermediate,19.0mm TON $97.71 467 $ 45,630.57 479-25 S 46,827.52 $ 1,196.95
18 QC/QA HMA,3,64,Base.25.0mm TON S76.06 1343 S 102.148.58 977 6 S 74,356.26 ,$ (27,792-32)
19 QC/QA 1-CMA,3,76,Intermediate,OG 19.0mm TON r $88.59 556 $ 49,256.04 351-31 S 31,122.55 $ (18,133.49)
20 Joint Adhesive,Surface LFT $0.53 3823 S 2,026.19 1336.8 S 708.50 $ (1,317.691
21 Joint Adhesive,Intermediate LFT $0.63 1812 $ 1,141.56 D S - $ (1,141.56)
22 Liquid Asphalt Sealant LFT $0.03 3823 S 114.69 0 S - $ (114.69)
23 Base Seal TON $697.17 3 $ 2,091.31 0 S - $ (2,091.51)
24 Asphalt for Tack Coat TON 5697.17 4 $ 2,788.68 I 5 697.17 $ (2,091.51)
25 Colored and Joint Concrete,7 IN SYD $150.00 330 5 49,500.00 326-6 S 49,290.00 $ (210.00)
26 Raised Crosswalk SYD $100.00 580 S 58,000.00 350.09 5 35,009.00 $ (22,991.00)
27 PCCP,10.5"Decorative SFT $15.00 2359 S 35,385.00 2351.6 $ 35,274-00 $ (111,00t
28 Concrete Cap for Pavement Patch _ iLET 515.00 2316 S 34,740.00 2566_9 S 38,503.50 $ 3,763.50
29 Sidewalk,Concrete _ _ SYD 550.00 1884 S 94,200.00 1909.82 S 95,491.00 $ 1,291.00
30 Curb Ramp,Concrete SYD $175.00 396 S 69,300,00 333.46 $ 58,355.50 $ (10,944.50)
31 Detectable Warning Surfaces 1,--'SYD $250.00 98 $ 24.500.00 55.84 $ 13,960.00 5 (10,540.00)
32 Straight Concrete Curb LFT 540.00 3144 S 125,760,00 3683 $ 147,320.00 $ 21,560.00
33 Center Curb,D,Concrete 1SYD $350.00 15 $ 5,250.00 12.64 $ 4 424-00 S (826.00)
34 Curb and Gutter,Concrete,Type 11 LFT $35.00 2300 $ 80.500.00 2190.3 $ 76,660.50 $ (3,839.50)
35 Curb and Gutter,Concrete,Roll Curb LFT S50.00 431 S 21,550.00 421.76 S 21,088.00 S (462.00)
36 HMA for Approaches.Type B TON 5100.37 89 $ 8,932.93, 53,8,5 5,39991 $ (3,533.02)
37 Water kGA1, S1.00 12 $ 12.00 1 121$ 12.00 ,$ -
38 Sodding,Nursery SYD 8350 3263I$ 11,427.50 0 $ - $ (11.427.30)
39 Field Office,C MOS 52,400.00 6 $ 14,400.00, 0 $ - $ (14,400.00)
40 Computer System Equipment EA $500,00 2 $ 1,000 00 0 S - $ (1,000.00)
41 Computer System EA $1,500.00 2 S 3 000-00 0 $ - $ (3,000.00)
42 Pipe,Type 4,Circular,6 1N LFT $15.00 2475 $ 37,125.00 2225.6 $ 33,384.00 $ (3,741.00)
43 Vie,Underdrain,Outlet,6 IN LFT $30.00 102 $ 3,060.00 63 $ 1,890.00 S (1,170.00)1
44 Pipe,Type 2,Circular,12 IN LFT $60.00 735 $ 44,100.00 617.8 $ 49,068.00 S 4,968,00
45 Pipe,Type 2,Circular,15 139 LFT $75.00 124 S 9,300.00 60.5 $ 4,537.50 $ (4,762.50)
46 Pipe,Type 2,Circular,18 IN LFT 590-00. 57 S 5,130.00 52 $ 4,680.00 $ (450.00)
47 Pipe,Type 2.Circular,36 IN LFT $JS0,0D� 6 $ 2.100,00, 6 $ 2,100-00 S -
48 Video Inspection for Pipe LFT $2.75 922 S 2.535.50 930.3 $ 2,556,33 $ 22.82
49 Video Inspection for Underdrain LFT $1.00 25771$ 2,577.00 2288.6 $ 2,288.60 S (288.40)
50 Geotextile for Underdrain,Type IA SYD $1.501 2026,$ 3,039.00 1855.69 $ 2,783,54 _$ (255,47)
51 Aggregate for Underdrain CYD, $100.00 209 $ 20,900.00 86.603 $ 8,660.30 S (12,239-70)
52 Manhole,J10 EA S7,500.00 3 $ 22,500.00 3 $ 22,5130.00 S -
53 Inlet,110 EA S3,500.00 6 $ 21,000.00 6S 21,000.00 5 -
54 Catch Basin.M I 0 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
DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF
18-ENG-OS Richland Ave&Main St and Lexington Blvd&Main St Inlerseclion Improvement
CHANCE ORDER#1 TABLE
Item Original Original Final
Description Unit Unit Price Final Amount Over/tinder
No. Quantity Amount QUAntity
56 Manhole,D4 _ !EA 56,500.00 l.S 6.500.00 1 5 6,500.00 $ -
57 Inlet,E-7 EA 52,900.00 l i$ 2,900.00 1 $ 2,900.00 $ -
58 Inlet,B-15 lEA $4,500.00 4'S 18,000,00 4 $ 18,000.00 -
59 Inlet,C-15 ]EA $4,500.00 4 $ 18.000.00 4 $ 18,000.00 $ -
60 Water Quality Unit.BMP l8F Snout IEA $2,000-00 I2 S 4,000.00 2 S 4,000-00 $ -
61 Contech WQ STR,CDS 5 EA $24,000-001 l 15 24,000.00 1 5 24,000.00 $ -
62 Road Closure Sign Assembly EA $250.00 8 S 2,000.00 13 S 3,250.00 $ 1,250.00
63 Detour Route Marker Assemby EA 570,00 19 5 1,330.00 42 5 2,940.00 $ 1,610.00
64 Construction Sign,A EA 5115.00 12 $ 1,380-00 16 5 1,840.00 $ 460.00
65 Construction Sign,B EA 550,00 21 S 1,050,00 7 S 350.00 $ (700.00)
66 Construction Sign,C EA 5175.00 1 5 175.00 0 $ - $ j175.00)
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 51.15 4191 5 4,819.65 6272 $ 7,212.80 $ 2,393.15
Removeable - -_-
69 Temporary Transverse Pavement Marking.Stop Bar. LFT $9.00 28 $ 252.00 0 5 $ (252.00)
White,24 IN,Removeable
70 Pavement Message Marking.Remove SYD S45.00 S $ 225.00 5 S 225.00 $ -
71 Transverse Marking,Remove LFT 54.50 12 $ 54.00 40 S 180.00 $ 126.00
72 Line,Remove LFT $0.85 1483 S 1,260.55 2110 S 1,793.50 $ 532.95
73 Maintaining Traffic LS 5250,000.00 1 $ 250,000.00 1, 5 250,000,00 $ -
74 Barricade,Ill-A LFT $18.00 312 $ 5,616.00 256 S 4,608,00 $ (1,008.00)
75 Barricade.Ill-B LFT $18,00 168 $ 3.024,00 56 5 1008.00 $ (2,016.00)
76 Si en Post,Squarej,Reinforced Anchor Base LFT $40.30 300 $ 12,090.00 _307 $ 12 372.10 S 282.10
77 Sign,Sheet,and Supports,Remove EA $76.80 8 $ 614.40 8 $ 614.40 a S
78 Sign,Sheet with Legend,0.080" SFT $24.10 523 $ 12.604.30 523 $ 12,604.30 $ -
79 Sign,Sheet with Legend,0.100" SFT - $26.30 91 $ 2,393.30 91 S 2,393.30 $ -
80 Decorative Street Sign Assembly EA 53,577.00 7 $ 25,039.00 7 $ 25,039.00 $ -
81 Relocate Flashing Beacon Assembly,School Speed Limit EA $2,846.00 1 $ 2,846.00 0.5 S 1,423.00 $ (1,423.00)
Sign
82 Hard Wired Rapid Flashing Beacon Assembly EA $8,304.00 28 5 232,512.00 9 S 74,736.00 5 (157,776.00)
83 Solar Powered Rapid Flashing Beacon Assembly EA $10,189.00 8 $ 81,512.00 0'S - $ (81,512.00)
84 Pedestal Foundation.Concrete,Type A EA $1,172.00 37 5 43.364.00 6 5 7,032.00 $ (36,332.00)
85 Controller and Cabinet,P-1,Modified EA S3,515.00 2,$ 7,030,00 2 $ 7,030.00 S -
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 56,077.00 1 $ 6,077.00 1 S 6,077.00 S -
88 Handhole.Lighting EA $859.00 10 $ 8,590.00 13 5 11,167.00 $ 2,577,00
89 Handhole,Communications EA 52,343.00 . 17 $ 39,831.00 15 $ 35,145.00 $ (4,686.00)
90 Service Point,II,Modified _ EA $7,031-00 2 S 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 $ 28,462,40 $ 4,677.00
x 96"
92 Luminaire,Ornamental EA 54,229.00 15 $ 63,435.00 18 5 76.122.00 $ 12.687-00
93 Light Pole,Ornamental __ EA $6,670.00 15 S 100,050.00 7 $ 46,690.00 $ (53,360.00)
94 Conduit.PVC,4 IN.Schedule 80 LFT $50.00 2339'5 116,950,00 653 5 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 S - $ (68,609.20)
96 Conduit,HDPE,3-1.25",Schedule 80,via Horizontal LFT 559 10 971 $ 57,386.10 0 5 $ (57,386.10)
Directional Dulling_._ �-.-_ -.. }
97 Conduit,HDPE,I-1.25".Schedule 80 LFT $39-60 1015 S 40.194.00 _ 107 $ 4.237.20 $ (35 956.80)
98 Conduit,Steel,Galvanized,2" LFT S41.20 472 $ 19,446.40 1062 S 43,754.40 $ 24,308.00
99 Wire,No.4 Copper,in Plastic Duet,in Trench,4 1/C LFT $18.60 758 $ 14,098.80 2078 $ 38,650.80 5 24,552.00
100 Wire,No.4 Copper,in Plastic Duct,4 1/C_ LFT $21.00 528 5 11,088.00 188 $ - 3,948.00 5 (7,140.00)
101 Transverse Message Marking,Thermoplastic,Crosswalk. LFT $9.00 270 5 2,430.00 270 $ 2,430.00 S
24 IN
102 Line,Thermoplastic,Broken,White,4 IN LFT $0.80 225 $ 180.00_ 225 S 180.00 $ -
103 Line,Thermoplastic.Solid White,6 IN LFT Si.20 485 $ 582.00 485 5 582.00 r $ -
104 Line,Thermoplastic,Solid White,4 1N LFT $0.80 431 $ 344.80 431 5 344.80 5 -
105 Pavement Message Marking,Therm plastic,Pad Xing _EA S2.50.00 14 $ 3,500.00 14 $ 3,50000 $
I-
106 Line,Thermoplastic,Dotted,White.8 IN LFT 1 $1.60 234 $ 374.40 i_ 234,5 374.40 $ -
DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF
18-ENG-05 Richland Ave&Main St and Lexington Blvd& Main St Intersection Improvement
CHANGE ORDER MI TABLE
Original Original Final
Item Description Unit Unit Price Final Amount Over/Under
No. Quantity Am000t Quantity
107 Transverse Marking,Thermoplastic,Yield,White,36 IN LFT $15.00 151 $ 2,265.00 151 5 2.265.00 $ -
MI Groovin_for Pavement Markin, .LFT $0.75®$ 4,070.25 0 5 - $ (4,070.25)
109 Line,Thermoplastic.Solid Yellow,4 IN LFT $0.80 4286 $ 3.428.80 4916 $ 3,932.80 '$ 504.00
--_______,
1 Transverse Message Marking,Thermoplastic,Crosswalk LFT $ 345.80 266 $ 345 80 $
Line,White,6 IN
Pavement Message Marking,Thermoplastic,Lane EA S150,00 g 1,500.00 18 $ 2,700,00 $ 1,200.00
Indication Arrow 1
1)2 Snowplowable Raised Pavement Markings,Blue EA S200,00 2 $ 400.00 2 $ 400.00 $ -
Ad:usl Casting to Grade,Storm Manhole EA $1,250.00 2 $ 2,500.00 7 $ 8,750.00 $ 6,250.00
134 Adiust Casting to Grade,Similar Manhole EA $1,500.00 2 $ 3,000.00 1 $ 1,500.00 $ 1,500,00)
1)5 12"Ductile Iron Water Main ® S250.00 140 $ 35,000.00 119 $ 29,750.00 $ (5,250.00)
116 6"Ductile Iron Water Main _ LFT $125.00 ME S 39,500.00
• S 37,250.00 $ (2,250,00)
®Complete Hydrant Assernbb EA $9,000.9018.000.00 S 9,000.00 $ (9,000.00)
118 12"x 6"Tapping Saddle 6"Tapping Valve Ell ++ r 1 6,500,00 M 6,500.00
12"x 12"Tapping Saddle 12"Tapping Valve 11 E 1 11,000.00 +
120 16"x 6"Tapping Saddle 6"Tapping Valve EA $9,000.03 9.000,00 1 S 9,000,00
121 12"Connection EA $6,000.00 2 $ 12,000.00 2 $ 12,000.00
122 6"Connection EA $4,000.00 5 $ 26,000.00 4 $ 16,000.00 1 i 1 1
123 Short Side Service(S2) EA S4,500.00E+ 1 S 4,500.06
124 Long tSide ServiceBx(SI) EA + 1 1.13
16,500.00 11131
16,500.00
Adjust Valve to Grade EA + 11 6,750.00 5,250.00 ++
126 Cut,Ca.,and Flu,12"water Main EA III
127 Cut,Ca.,and Plu:6"water Main EA $0.00 0 0
128 Retire Valve Box 1 E I E S 2,006.00500.00
129 Retire Hydrant and Branch Valve +1+ I E 1 + 1 $ 2,000.00 $ 1,000.00
I Retire Service Line EA $1,800.00I I E 1 2 $ 3,600.00
131 6"Lowering EA $6,000.00 6,000.00 $ - E+ +
132 16'Connection EA $6,000,00 6.000.00 +1 1
133 Sanitan Sewer Service Adjustment(Undistributed] LFT $175.00 50 $ 8,750.00 +
139 2"PVC Conduit Schedule 40 /
+ Ornamental 30'Li_ht.ole w,Hardwire RFB Assembly 1
141 4"PVC Conduit Schedule 40 ® $46 01. 1 164
Ell 2.2"PVC Schedule 40 MEI S40.66. $ - MEM $ 92,867.44 $ 92,867,44
Km T&M Costs for Added Work From 6-15-7.28 ® $ 150,163.64 $ 150,163.64
144 Concrete Pavement Removal SYD 514.39r e 1: f.
145 T&M Costs for Added Work From 8.2-8.18 LS $2104.86 1
146 T&M Costs for Added Work From 9.14 LS $1,232.14 1
147 Additional Tree Removal ® 1 IIII $ 15,836.00 $ 15,836.00
148 Accelerated Costs 7.27-8.13 _ ® 1 1
149 RTF Soddin ® $4.69 0=MEM 4960.79
+ . 1 1 1
a _ a,atin 11 I ++
+ 0 $ - 1 S 30,535.00 S 30,535ii1
f
++ S 228,655.00
155 Monon Cantilever Gate fee air LS
II 1 ++
156 Home Place Improvements-Topsoil on Washington Blvd LS S15,490.20 0 $ 15,49020 $ 15,490,20
157 Hoosier AT&T Light Post Tie-in LS $7,641.51. 0 5 7,641.51 $ 7,641.51
158 T&M Costs for Added Work-4.7.23 thru 4.11.23 LS $3 9t7.84! 0 $ 3,917.84 $ 3,917.84
159 T&M Costs for Added Work-10.1.4.22 thru 10 27.22 LS S11,106.86 0 S 11,106.86 $ 11,106.86
160 Asphalt Additional Pricing LS $9,764.83 0 $ 9,764.83 S 9,764.83
TOTAL OF CHANGE ORDER ITEMS 1 S 482,010.42
CONTRACT PRICE PRIOR TO CHANGE ORDER $ 3,492,000.00
CHANGE ORDER iiI S 482,010,42
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS S 3,975 010 42
DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF
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.
I Construction Engineering
2 Mobilization and Demobilization
3 Clearing of Right of Wa1
4 Excavation.Common
5 Borrow _
Seeding for winter and additional weekly inspections werere added due to increased project
6 Storm Water Qualm Manacentent Budget length.
-
7 SWQCP Implementation
8 SWQCP Preparation
9 Subgrade Treatment,1)pe IBC Unable to be performed for portion of Richland
10 Structure Backfill,Type 1 Underrun due to higher estimate quanta\
1 Subgrade Treatment,Type II _
12 Geogrid,Type 1B
13 13MA T1,pe 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 b)Ciit'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.Omm
_ 18 QC/QA HUM 3,64,Base.25.0mm Removed one later of base asphalt due to OG asphalt removal at Richland
19 QC/QA HMA,3,76,Intermediate,OG 19.0mm Removed OG asphalt later 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
24 Asphalt for Tack Coat were not placed due to utilities.
25 Colored and Joint Concrete,7 IN26 Raised Crosswalk Underrun due to higher estimate quantii\ -
27 PCCP,10.5"Decorative Underrun due to hie er estimate quantiq
28 Concrete Calm 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 warn inc 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,Roil Curb
36 HMA for Approaches,T'pe B Underrun due to higher estimate yuantin
37 Water
38 Sodding,Nursery LRTF requested b} City &New line item 149 was created
39 Field Office,C LField office not paid under this contract
40 Computer S}stem 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.t 2 IN 15"pipe at Lexington was replaced with 12"due to avoiding utilities
45 Pipe,Tr pe 2,Circular, 15 IN 15"pipe at Lexin mn was r jilaced with 12'due to avoiding utilities
46 Pipe,T+pe 2,Circular,1 S IN
47 Pipe,T pe 2,Circular,361N
DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF
IS-ENG-OS 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. P
48 Video Inspection for Pipe
49 Video Inspection for Underdrain
50 Geotextile for Underdrain,Type IA
51 Aggregate for Underdrains linderrun due to hither estimate quanti
52 Manhole,110
53 Inlet,110
54 Catch Basin,MIO
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 sighage requested by gin for Richland closure
63 Detour Route Marker Assembly Additional signage requested b}gin for Richland closure
64 Consinic lion Sign,A Additional signage requested bs ciE} for Richland closure
65 Construction Sisal,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 tem poran striping of Richland
Temporary Transverse Pavement Marking,Stop Bar,
69 White,24 IN,Removeable 1Stop hars removed durring asphalt removal.
70 Pavement Message Marking,Remove
71 Transverse Marking,Remove `Overran due to temporary striping of Richland
72 Line,Remove Overran due to temporan due to multiple additional Phases
73 Maintaining Traffic -
74 Barricade,Ill-A
75 Barricade,111-B Did not utilize as mans barricades as planned
76 Sign Post,Square, 1,Reinforced Anchor Base
77 Sign,Sheet,and Supports,Remove
78 Sign.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-I,Modified
87 Traffic Signal Equipment,Remove
88 Handhole,Lighting Added additional handholes to allow access points to conduits lead i to center islands
89 Handhole,Communications
90 Service Point,II,Modified _ .-.
DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF
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 to this Contract:
Item Description Reason For Change
No.
Lighting Foundation.Concrete,with Grounding,30"x
91 30"x 96" Additional light poles planned
92 Luminaire,Ornamental Additional light poles planned
93 Light Pole,Ornamental New tine 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 N.Schedule 80 with 3-1.25"
95 Innerducts Conduit sizes&strengths changed due to availabilit. ---
Conduit,HDPE,3-1.25",Schedule 80,via Horizontal
96 Directional Drilling Conduit sizes&strengths changed due to availahilii
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 RF13's to communicate
99 Wire,No.4 Copper,in Plastic Duct,in Trench,4 l!C Added due to addition road crossing needed for RFB's to communicate
100 Wire,No.4 Copper,in Plastic Duct,4 I!C Added due to addition road crossing needed for RFB's to communicate
Transverse Message Marking,Thermoplastic,
101 Crosswalk,24 IN
102 Line,Thermoplastic,Broken,White,4 ItY -
103 Line,Thermoplastic,Solid White,6 IN . .
104 Line,Thermoplastic,Solid White,4 IN
105 Pavement Message Marking,Thermoplastic,Ped Xing
106 Line,Themtoplastic,Dotted,White,8 IN ..
107 IN —
108 Grooving for Pavement Markings ,Removed bs cites direction
109 Line.Thermoplastic,Solid Yellow,4 IN
110 Crosswalk Line,White,6 IN
Pavement Message Marking,Thermoplastic,Lane
ill Indication Arrow Temorar arrows paid using this line item
112 Snowplowable Raised Pavement Markings,Blue
1.13 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 H•,drant Assembly Onh one In drant 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 Seance(S 1)
125 Adjust Valve Box to Grade --..�. .
126 Cut,Cap,and Plug 12"water Main
127 Cut.Cap,and Plug 6"water Main
r
128 Retire Valve Box Additional valve box found and removed -
129 Retire Hydrant and Branch Valve _,Two removals but onl} one was reapleed.
130 Retire Service Line
13I 6"Lowering No need to lower watermain
132 16"Connection
DocuSign Envelope ID:A783BF4D-1315-40FE-B644-39D2680629DF
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. P
133 Sanitar. Sewer Service Adjustment(Undistributed) Unused
139 2"PVC Conduit Schedule 40 Conduit sizes&strengths changed due to availabilin
140 Ornamental 30'Light pole w,Hardwire RFB Assembly Additional line item due to attaching RFS to 30'poles
141 4"PVC Conduit Schedule 40 Conduit sizes&strengths changed due to availabilin
142 2-2"PVC Schedule 40 Conduit sizes&strengths changed due to availahilit
143 T&M Costs for Added Work From 6.15-7.28 T&M for additional excavation&placement of 853 stone due to utiliti conflicts
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 utilitl 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 David Place Drainage Added Drainge Project In the Ciry
152 Northern Heights Drainage Added Drainge Protect b\the City
153 Northern Heights-11427 Extensions Added Drainge Project b}the Cit}
154 Home Place Improvements Added work b% Cif
155 Monon Cantilever Gate Repair Pa+ment for Monon Blvd gate repair
Home Place Improvements-Topsoil on Washington
156 Blvd Placement of topsoil for Homeplace Draiaa a Proicctt
157 ,Hoosier AT&T Light Post Tie-in Coonection of AT&T PowerpoletLightpole
158 T&M Costs for Added Work-4.7.23 thru 4 11,23 }Grading for Homeplace&Northern Heights Drainage Protects
159 T&M Costs for Added Work-10.14.22 thru 10.27.22 T&M for winterization of Main Street.