HomeMy WebLinkAboutAll Star Paving, Inc/ENG/$-36,633.88/22-ENG-13 Miscellaneous Path Connections CO#2City of Carmel Project 22-ENG-13
All Star Paving, Inc. –
Miscellaneous Path Connections
CHANGE ORDER #2
This change order is the balancing change order for closing out the contract.
Contract Price prior to this Change Order $2,300,000.00
Contract Price will be increased/decreased by this Change Order -$36,496.97
New Contract Price including this Change Order $2,263,503.03
Amount Adjusted Contract
Price
Cumulative %
Change from Original
Contract
Original Contract $1,985,376.00 $1,985,376.00 N/A
Change Order #1 $ 314,624.00 $2,300,000.00 15.85%
Change Order #2 $ -36,496.97 $2,263,503.03 14.00%
By Sergey Grechukhin at 12:18 pm, Apr 11, 2025
Docusign Envelope ID: F8269C36-A963-47A6-BC0B-BD47BD82C79F
TO: All Star Paving, Inc.PO Box 1109 Seymour, IN 47274
CITY OF CARMEL
CONTRACT CHANGE ORDER NO.: 02DATE: 04/10/25 PROJECT NAME: 22-ENG-13 Miscellaneous Path ConnectionsCITY REQ. NO.: CITY PO NO.: 110008CITY PO DATE:
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 ADJUSTMENTITEM AMOUNT•See detail of items and summary of changed costs in attached Table TOTAL OF CHANGE ORDER ITEMS I -$36,496.97 I
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.: ....!!@..._ W.D.C. NO.: n/aOther: By Request from the City of Carmel per propasals included herein
The changes result in the following adjustment of Contract Price and Contract Time:
(+}OR(-)DAYS
-
Contract Price prior to this Change Order $ 2,300,000.00 Contract Price will be increased by this Change OrderNew Contract Price including this Change Order Contract Time prior to this Change Order Net increased resulting from thi3 Chango Order Current Contract Time including this Change Order
0 Days
$ (36,496.97)$ 2,263,503.03October 21 2024 Completion Date0 Days October 21 2024 Completion Date
This Change Order is for full and final settlement of all direct, indirect, impact costs and timeextensions incurred at any time resulting from the performance of the changed work. The Above Changes Are Recommended The Above Changes Are Accepted
CROSSROAD ENGINEERSENGINEER 115 N 17th AvenueAddress Beech Grove, IN 46107City/State/Zip
Phone: 317-780-1555 Date: 4/:l.0/25
All-Star Paving. fnc.CONTRACTORPO Box 1109Address Seymour. IN 47274City/State/Zip
By: � V
Phone: 317-634-5561 Date: ________
Approved
Brad Pease, City Engineer
James Barlow, Member
Laurc1 Campbell, Member
Alan Potasnik, MemberATTEST:
Jacob Quinn, City Clerk Date: _______ _4/11/2025
Controller
Docusign Envelope ID: F8269C36-A963-47A6-BC0B-BD47BD82C79F
4/16/2025
NOT PRESENT
20-ENG-13 Miscellaneous Path Connections Change Order #2
CHANGE ORDER #2 TABLE
Item
No.Description Unit Contract
Unit Price
Contract
Quantity
Contract
Amount
Change Order
Unit Price
Updated
Quantity
Change Order
Amount Over/Under
1 CONSTRUCTION ENGINEERING LS $20,000.00 1 $ 20,000.00 $20,000.00 1 $ 20,000.00 -$
2 MOBILIZATION AND DEMOBILIZATION LS $85,000.00 1 $ 85,000.00 $85,000.00 1 $ 85,000.00 -$
3 CLEARING OF RIGHT OF WAY LS $45,000.00 1 $ 45,000.00 $45,000.00 1 $ 45,000.00 -$
4 TREE 48 IN., REMOVE EA $5,860.00 1 $ 5,860.00 $5,860.00 1 $ 5,860.00 -$
5 STUMP, REMOVE EA $1,172.00 7 $ 8,204.00 $1,172.00 7 $ 8,204.00 -$
6 CONCRETE, REMOVE SYS $52.50 21 $ 1,102.50 $52.50 546.93 $ 28,713.83 27,611.33$
7 POST, REMOVE EA $470.00 6 $ 2,820.00 $470.00 8 $ 3,760.00 940.00$
8 PIPE, REMOVE LFT $121.50 26 $ 3,159.00 $121.50 20 $ 2,430.00 (729.00)$
9 EXCAVATION, COMMON CYS $85.00 893 $ 75,905.00 $85.00 959 $ 81,515.00 5,610.00$
10 BORROW, UNDISRIBUTED CYS $105.50 1182 $ 124,701.00 $105.50 1026.88 $ 108,335.84 (16,365.16)$
11 LINEAR GRADING LFT $35.00 245 $ 8,575.00 $35.00 914 $ 31,990.00 23,415.00$
12 STORM WATER QUALITY MANAGEMENT
BUDGET DOL $1.15 9898 $ 11,382.70 $1.15 1339.126 $ 1,539.99 (9,842.71)$
13 SUBGRADE TREATMENT TYPE II SYS $46.80 3709 $ 173,581.20 $46.80 4898.03 $ 229,227.80 55,646.60$
14 SUBGRADE TREATMENT TYPE III SYS $14.00 705 $ 9,870.00 $14.00 0 $ - (9,870.00)$
15 STRUCTURE BACKFILL, TYPE 2 CYD $81.50 101 $ 8,231.50 $81.50 55.09 $ 4,489.83 (3,741.67)$
16 FLOWABLE BACKFILL, REMOVABLE CYS $295.00 2 $ 590.00 $295.00 2.00 $ 590.00 -$
17 GEOGRID, TYPE IB SYS $11.70 464 $ 5,428.80 $11.70 0.00 $ - (5,428.80)$
18 COMPACTED AGGREGATE, NO. 53 TON $111.30 155 $ 17,251.50 $111.30 86.74 $ 9,654.16 (7,597.34)$
19 MILING, ASPHALT, 1 1/2 IN.SYS $25.75 130 $ 3,347.50 $25.75 479.66 $ 12,351.25 9,003.75$
20 QC/QA-HMA, 2, 64, SURFACE, 9.5mm TON $280.00 43 $ 12,040.00 $280.00 193.31 $ 54,126.80 42,086.80$
21 PCCP, 12IN.SYS $216.80 24 $ 5,203.20 $216.80 0.00 $ - (5,203.20)$
22 HMA FOR SIDEWALK TON $152.25 828 $ 126,063.00 $152.25 824.44 $ 125,520.99 (542.01)$
23 SIDEWALK, CONCRETE SYS $113.50 428 $ 48,578.00 $113.50 1337.00 $ 151,749.50 103,171.50$
24 CURB RAMP, CONCRETE SYS $305.25 872 $ 266,178.00 $305.25 754.72 $ 230,378.28 (35,799.72)$
25 DETECTABLE WARNING SURFACE SYS $409.00 156 $ 63,804.00 $409.00 134.69 $ 55,088.21 (8,715.79)$
26 CURB, CONCRETE LFT $38.45 3409 $ 131,076.05 $38.45 3013.15 $ 115,855.62 (15,220.43)$
27 CURB AND GUTTER, CONCRETE LFT $71.75 608 $ 43,624.00 $71.75 482.85 $ 34,644.49 (8,979.51)$
28 CURB AND GUTTER, CONCRETE, DEPRESSED LFT $71.50 230 $ 16,445.00 $71.50 631.70 $ 45,166.55 28,721.55$
29 CURB AND GUTTER, CONCRETE, ROLL CURB LFT $68.85 362 $ 24,923.70 $68.85 446.50 $ 30,741.53 5,817.83$
30 PCCP FOR APPROACHES, 6 IN SYS $137.15 327 $ 44,848.05 $137.15 1082.95 $ 148,526.59 103,678.54$
31 MAILBOX ASSEMBLY, SINGLE EA $586.00 2 $ 1,172.00 $586.00 0.00 $ - (1,172.00)$
32 MAILBOX ASSEMBLY, RESET SINGLE EA $400.00 1 $ 400.00 $400.00 0.00 $ - (400.00)$
33 RIVER ROCK TON $93.75 30 $ 2,812.50 $93.75 39.93 $ 3,743.44 930.94$
34 GEOTEXTILE FOR RIPRAP, TYPE 1A SYS $9.40 64 $ 601.60 $9.40 26.67 $ 250.70 (350.90)$
35 WATER kGAL $58,600.00 0.4 $ 23,440.00 $58,600.00 0.00 $ - (23,440.00)$
36 SODDING SYS $10.50 2070 $ 21,735.00 $10.50 133.33 $ 1,399.96 (20,335.04)$
37 PIPE, TYPE 1, CIRCULAR, 8 IN LFT $117.20 27 $ 3,164.40 $117.20 80.00 $ 9,376.00 6,211.60$
38 PIPE, TYPE 1, CIRCULAR, 12 IN LFT $164.00 9 $ 1,476.00 $164.00 40.00 $ 6,560.00 5,084.00$
39 PIPE, TYPE 1, CIRCULAR, 15 IN LFT $193.00 60 $ 11,580.00 $193.00 48.00 $ 9,264.00 (2,316.00)$
40 PIPE, TYPE 1, CIRCULAR, 24 IN LFT $281.25 36 $ 10,125.00 $281.25 40.00 $ 11,250.00 1,125.00$
41 PIPE, TYPE 2, CIRCULAR, 15 IN LFT $222.70 144 $ 32,068.80 $222.70 126.00 $ 28,060.20 (4,008.60)$
42 PIPE END SECTION, DIAMETER 15 IN EA $1,758.00 3 $ 5,274.00 $1,758.00 5.00 $ 8,790.00 3,516.00$
43 PIPE END SECTION, DIAMETER 24 IN EA $2,930.00 2 $ 5,860.00 $2,930.00 2.00 $ 5,860.00 -$
44 ADJUST WATER VALVE TO GRADE EA $879.00 4 $ 3,516.00 $879.00 4.00 $ 3,516.00 -$
45 CASTING, MANHOLE, ADJUST TO GRADE EA $1,760.00 2 $ 3,520.00 $1,760.00 1.00 $ 1,760.00 (1,760.00)$
46 INLET, E7 EA $5,275.00 2 $ 10,550.00 $5,275.00 2.00 $ 10,550.00 -$
47 INLET, C15 EA $6,100.00 1 $ 6,100.00 $6,100.00 1.00 $ 6,100.00 -$
48 CONSTRUCTION SIGN, A EA $176.00 16 $ 2,816.00 $176.00 16.00 $ 2,816.00 -$
49 MAINTAINING TRAFFIC LS $82,000.00 1 $ 82,000.00 $82,000.00 1.00 $ 82,000.00 -$
50 SIGN, SHEET, RELOCATE EA $2,930.00 5 $ 14,650.00 $2,930.00 6.00 $ 17,580.00 2,930.00$
51 SIGN POST, SQUARE, TYPE 2, REINFORCED
ANCHOR BASE LFT $11.75 420 $ 4,935.00 $11.75 478.85 $ 5,626.49 691.49$
52 SIGN, SHEET, WITH LEGEND 0.080 IN THICKNESS SFT $41.00 226 $ 9,266.00 $41.00 274.22 $ 11,243.02 1,977.02$
53 SIGN, SHEET, WITH LEGEND 0.100 IN THICKNESS SFT $41.00 64 $ 2,624.00 $41.00 87.00 $ 3,567.00 943.00$
54 HANDHOLE, ADJUSTMENT TO GRADE EA $2,580.00 4 $ 10,320.00 $2,580.00 0.00 $ - (10,320.00)$
55 TRANSVERSE MARKING, THERMOPLASTIC,
CROSSWALK LINE, WHITE 24 IN LFT $23.00 4931 $ 113,413.00 $23.00 2442.75 $ 56,183.25 (57,229.75)$
56 TRANSVERSE MARKING, MULTI-COMPONENT,
CROSSWALK LINE, WHITE 24 IN LFT $234.40 110 $ 25,784.00 $234.40 0.00 $ - (25,784.00)$
57 TRANSVERSE MARKING, THERMOPLASTIC,
STOP LINE, WHITE 24 IN LFT $23.00 68 $ 1,564.00 $23.00 91.20 $ 2,097.60 533.60$
58 TRANSVERSE MARKING, MULTI-COMPONENT,
STOP LINE, WHITE 24 IN LFT $235.00 17.5 $ 4,112.50 $235.00 0.00 $ - (4,112.50)$
59 SIGN POST SLEEVE, 2.5"LFT $25.00 7 $ 175.00 $25.00 7.00 $ 175.00 -$
60 SUBSURFACE POTHOLING, HALF DAY,
UNDISTRIBUTED EA $1,465.00 20 $ 29,300.00 $1,465.00 11.00 $ 16,115.00 (13,185.00)$
61 SUBSURFACE POTHOLING, FULL DAY,
UNDISTRIBUTED EA $2,930.00 20 $ 58,600.00 $2,930.00 8.00 $ 23,440.00 (35,160.00)$
62 SHORT SIDE SERVICES (UNDISTRIBUTED)EA $2,813.00 10 $ 28,130.00 $2,813.00 0.00 $ - (28,130.00)$
63 LONG SIDE SERVICES (UNDISTRIBUTED)EA $5,860.00 10 $ 58,600.00 $5,860.00 0.00 $ - (58,600.00)$
64 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC, LANE INDICATION ARROW EA $290.00 6 $ 1,740.00 $290.00 12.00 $ 3,480.00 1,740.00$
65 PAVEMENT MESSAGE MARKING,
THERMOPLASTIC, STOP EA $585.00 2 $ 1,170.00 $585.00 0.00 $ - (1,170.00)$
66 PIPE EXTENSION, CIRCULAR, 10 IN. (CO #01)LFT $ - $159.00 27.00 $ 4,293.00 4,293.00$
67 MULCHED SEEDING, R (CO #02)SYD $ - $0.85 1758.55 $ 1,494.77 1,494.77$
68 MANUFACTURED SURFACE PROTECTION (CO
#02)SYD $ - $4.27 1758.55 $ 7,509.01 7,509.01$
69 ADDITIONAL MOB AT MAIN & LEXINGTON (CO
#03)LS $ - $750.00 1.00 $ 750.00 750.00$
70 ADDITIONAL TREE REMOVAL (CO #03)LS $ - $4,800.00 1.00 $ 4,800.00 4,800.00$
71 MOBILIZATION AND DEMOBILIZATION (CO #04)LS $ - $2,659.33 1.00 $ 2,659.33 2,659.33$
Docusign Envelope ID: F8269C36-A963-47A6-BC0B-BD47BD82C79F
20-ENG-13 Miscellaneous Path Connections Change Order #2
CHANGE ORDER #2 TABLE
Item
No.Description Unit Contract
Unit Price
Contract
Quantity
Contract
Amount
Change Order
Unit Price
Updated
Quantity
Change Order
Amount Over/Under
72 MAINTAINING TRAFFIC (CO #04)LS $ - $295.48 1.00 $ 295.48 295.48$
73 MILLING ASPHALT, 2 1/2 IN (CO #04)SYD $ - $17.11 403.49 $ 6,903.71 6,903.71$
74 MILLING, ASPHALT, 1 1/2 IN. (CO #04)SYD $ - $33.89 0.00 $ - -$
75 QC/QA HMA, 2, 64, SURFACE, 9.5mm (CO #04)TON $ - $256.60 39.86 $ 10,228.08 10,228.08$
76 QC/QA HMA, 2, 64, INTERMEDIATE, 19.0mm (CO
#04)TON $ - $281.08 14.99 $ 4,213.39 4,213.39$
77 LINE, THERMOPLASTIC, SOLID, WHITE, 4IN (CO
#04)LFT $ - $11.82 162.00 $ 1,914.84 1,914.84$
78 PAVEMENT MESSAGE MARKING PERFORMED
PLASTIC, WORD ONLY (CO #04)EACH $ - $590.96 1.00 $ 590.96 590.96$
79 MILLING, ASPHALT REMOVAL (CO #05)SYD $ - $19.07 0.00 $ - -$
80 LEXINGTON TREE REMOVAL (CO #05)LS $ - $4,904.98 1.00 $ 4,904.98 4,904.98$
81 MOBILIZATION AND DEMOBILIZATION (CO #05)LS $ - $295.48 1.00 $ 295.48 295.48$
82 MAINTAINING TRAFFIC (CO #05)LS $ - $295.48 1.00 $ 295.48 295.48$
83 CLEARING RIGHT OF WAY (CO #05)LS $ - $472.77 1.00 $ 472.77 472.77$
84 CLEARING RIGHT OF WAY, COMMON (CO #05)LS $ - $2,774.57 1.00 $ 2,774.57 2,774.57$
85 SIDEWALK, CONCRETE, 4 IN. (CO #05)SYS $ - $108.51 27.77 $ 3,013.32 3,013.32$
86 EXCAVATION, COMMON (CO #06)CYS $ - $85.00 245.00 $ 20,825.00 20,825.00$
87 STRUCTURE BACKFILL, TYPE 2 (CO #06)CYS $ - $81.50 13.20 $ 1,075.80 1,075.80$
88 SODDING (CO #06)SYS $ - $10.50 0.00 $ - -$
89 PIPE, TYPE 4, CIRCULAR, 6 IN (CO #06)LFT $ - $23.00 325.00 $ 7,475.00 7,475.00$
90 PIPE, TYPE 2, CIRCULAR, 8 IN (CO #06)LFT $ - $133.00 95.00 $ 12,635.00 12,635.00$
91 PIPE, TYPE 2, CIRCULAR, 12 IN (CO #06)LFT $ - $157.00 95.00 $ 14,915.00 14,915.00$
92 PIPE END SECTION, DIAMETER, 8 IN (CO #06)EACH $ - $400.00 1.00 $ 400.00 400.00$
93 NYLOPLAST CATCH BASIN, 18 IN (CO #06)EACH $ - $980.00 6.50 $ 6,370.00 6,370.00$
94 GEOTEXTILE FOR UNDERDRAIN, TYPE 2A (CO
#06)SYS $ - $7.00 270.84 $ 1,895.88 1,895.88$
95 AGGREGATE FOR UNDERDRAIN (CO #06)CYS $ - $181.00 29.61 $ 5,359.41 5,359.41$
96 CONSTRUCTION ENGINEERING (CO #07)LS $ - $1,200.00 2.00 $ 2,400.00 2,400.00$
97 MOBILIZATION AND DEMOBILIZATION (CO #07)LS $ - $3,000.00 2.00 $ 6,000.00 6,000.00$
98 MAINTENANCE OF TRAFFIC (CO #07)LS $ - $1,000.00 1.00 $ 1,000.00 1,000.00$
99 CLEARING RIGHT OF WAY (CO #07)LS $ - $1,500.00 1.00 $ 1,500.00 1,500.00$
100 COMMON EXCAVATION (CO #07)CYS $ - $100.00 78.68 $ 7,868.00 7,868.00$
101 COMPACTED AGGREGATE BASE, NO. 53 (CO #07)TON $ - $100.00 68.63 $ 6,863.00 6,863.00$
102 * PROTECTION OF EXISTING FEATURES (CO #07)DOL $ - $1,000.00 1.00 $ 1,000.00 1,000.00$
103 HMA SURFACE, 9.5mm (CO #07)TON $ - $390.00 20.26 $ 7,901.40 7,901.40$
104 HMA INTERMEDIATE, 19.0mm (CO #07)TON $ - $328.35 19.97 $ 6,557.15 6,557.15$
105 HMA BASE, 25.0mm (CO #07)TON $ - $261.25 39.93 $ 10,431.71 10,431.71$
106 MOBILIZATION AND DEMOBILIZATION (CO #09)LS $ - $1,200.00 1 $ 1,200.00 1,200.00$
107 MAINTAINING TRAFFIC (CO #09)LS $ - $150.00 1 $ 150.00 150.00$
108 MILLING, ASPHALT, 1 1/2 IN. (CO #09)SYS $ - $25.75 506.33 $ 13,038.00 13,038.00$
109 QC/QA-HMA, 2, 64, SURFACE, 9.5mm (CO #09)TON $ - $280.00 50.51 $ 14,142.80 14,142.80$
110 LINE, PAINT, SOLID, WHITE, 4 IN. (CO #09)LFT $ - $2.25 198.00 $ 445.50 445.50$
111 ADDITIONAL (CO #09)LS $ - $7,453.69 1 $ 7,453.69 7,453.69$
112 Water Valve Replacement at 146th / Autumnwood (CO
#09)LS $ - $9,395.00 1 $ 9,395.00 9,395.00$
113 PLANT, DECIDUOUS TREE, SINGLE STEM, 1.25 IN.
OR UNDER (CO #09)EA $ - $410.00 2 $ 820.00 820.00$
114 Additional Drainage Items for Main Street Path from Old
Meridian to Grand Blvd.LS $ - $13,832.00 1 $ 13,832.00 13,832.00$
115 T&M for Critter Path S. of 116th and Westfield Blvd.LS $ - $5,726.71 1 $ 5,726.71 5,726.71$
116 Approved Formal CO #1 LS $ - $314,624.00 1 $ 314,624.00 314,624.00$
117 Added Conc. Foundations EA $ - $2,288.14 7 $ 16,016.98 16,016.98$
118 COST ADJUSTMENT FOR ACCELERATION DOL $ - -$1.00 314487.09 $ (314,487.09)(314,487.09)$
278,127.03$
CONTRACT PRICE PRIOR TO CHANGE ORDER 1,985,376.00$
CHANGE ORDER #2 278,127.03$
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS 2,263,503.03$
TOTAL OF CHANGE ORDER ITEMS
Docusign Envelope ID: F8269C36-A963-47A6-BC0B-BD47BD82C79F
20-ENG-13 Miscellaneous Path Connections Change Order #2
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 TREE 48 IN., REMOVE
5 STUMP, REMOVE
6 CONCRETE, REMOVE Overages are result of authorization made by Carmel Eng. expanding the scope of work.
7 POST, REMOVE Overages are result of authorization made by Carmel Eng. expanding the scope of work.
8 PIPE, REMOVE Underruns are result of on-site field revisions and by the direction of Carmel Eng.
9 EXCAVATION, COMMON Overages are result of authorization made by Carmel Eng. expanding the scope of work.
10 BORROW, UNDISRIBUTED Underruns are result of on-site field revisions and by the direction of Carmel Eng.
11 LINEAR GRADING Overages are result of authorization made by Carmel Eng. expanding the scope of work.
12
STORM WATER QUALITY MANAGEMENT
BUDGET Underruns are result of on-site field revisions and by the direction of Carmel Eng.
13 SUBGRADE TREATMENT TYPE II Overages are result of authorization made by Carmel Eng. expanding the scope of work.
14 SUBGRADE TREATMENT TYPE III Underruns are result of on-site field revisions and by the direction of Carmel Eng.
15 STRUCTURE BACKFILL, TYPE 2 Underruns are result of on-site field revisions and by the direction of Carmel Eng.
16 FLOWABLE BACKFILL, REMOVABLE New Design pushed project into 2024 - Updated Labor / Equipment / Material
17 GEOGRID, TYPE IB Underruns are result of on-site field revisions and by the direction of Carmel Eng.
18 COMPACTED AGGREGATE, NO. 53 Underruns are result of on-site field revisions and by the direction of Carmel Eng.
19 MILING, ASPHALT, 1 1/2 IN.Overages are result of authorization made by Carmel Eng. expanding the scope of work.
20 QC/QA-HMA, 2, 64, SURFACE, 9.5mm Overages are result of authorization made by Carmel Eng. expanding the scope of work.
21 PCCP, 12IN.Underruns are result of on-site field revisions and by the direction of Carmel Eng.
22 HMA FOR SIDEWALK Underruns are result of on-site field revisions and by the direction of Carmel Eng.
23 SIDEWALK, CONCRETE Overages are result of authorization made by Carmel Eng. expanding the scope of work.
24 CURB RAMP, CONCRETE Underruns are result of on-site field revisions and by the direction of Carmel Eng.
25 DETECTABLE WARNING SURFACE Underruns are result of on-site field revisions and by the direction of Carmel Eng.
26 CURB, CONCRETE Underruns are result of on-site field revisions and by the direction of Carmel Eng.
27 CURB AND GUTTER, CONCRETE Underruns are result of on-site field revisions and by the direction of Carmel Eng.
28 CURB AND GUTTER, CONCRETE, DEPRESSED Overages are result of authorization made by Carmel Eng. expanding the scope of work.
29 CURB AND GUTTER, CONCRETE, ROLL CURB Overages are result of authorization made by Carmel Eng. expanding the scope of work.
30 PCCP FOR APPROACHES, 6 IN Overages are result of authorization made by Carmel Eng. expanding the scope of work.
31 MAILBOX ASSEMBLY, SINGLE Underruns are result of on-site field revisions and by the direction of Carmel Eng.
32 MAILBOX ASSEMBLY, RESET SINGLE Underruns are result of on-site field revisions and by the direction of Carmel Eng.
33 RIVER ROCK Overages are result of authorization made by Carmel Eng. expanding the scope of work.
34 GEOTEXTILE FOR RIPRAP, TYPE 1A Underruns are result of on-site field revisions and by the direction of Carmel Eng.
35 WATER Underruns are result of on-site field revisions and by the direction of Carmel Eng.
36 SODDING Underruns are result of on-site field revisions and by the direction of Carmel Eng.
37 PIPE, TYPE 1, CIRCULAR, 8 IN Overages are result of authorization made by Carmel Eng. expanding the scope of work.
38 PIPE, TYPE 1, CIRCULAR, 12 IN Overages are result of authorization made by Carmel Eng. expanding the scope of work.
39 PIPE, TYPE 1, CIRCULAR, 15 IN Underruns are result of on-site field revisions and by the direction of Carmel Eng.
40 PIPE, TYPE 1, CIRCULAR, 24 IN Overages are result of authorization made by Carmel Eng. expanding the scope of work.
41 PIPE, TYPE 2, CIRCULAR, 15 IN Underruns are result of on-site field revisions and by the direction of Carmel Eng.
42 PIPE END SECTION, DIAMETER 15 IN Overages are result of authorization made by Carmel Eng. expanding the scope of work.
43 PIPE END SECTION, DIAMETER 24 IN
44 ADJUST WATER VALVE TO GRADE
45 CASTING, MANHOLE, ADJUST TO GRADE Underruns are result of on-site field revisions and by the direction of Carmel Eng.
46 INLET, E7
47 INLET, C15
48 CONSTRUCTION SIGN, A
49 MAINTAINING TRAFFIC
50 SIGN, SHEET, RELOCATE Overages are result of authorization made by Carmel Eng. expanding the scope of work.
51
SIGN POST, SQUARE, TYPE 2, REINFORCED
ANCHOR BASE Overages are result of authorization made by Carmel Eng. expanding the scope of work.
52
SIGN, SHEET, WITH LEGEND 0.080 IN
THICKNESS Overages are result of authorization made by Carmel Eng. expanding the scope of work.
53
SIGN, SHEET, WITH LEGEND 0.100 IN
THICKNESS Overages are result of authorization made by Carmel Eng. expanding the scope of work.
54 HANDHOLE, ADJUSTMENT TO GRADE Underruns are result of on-site field revisions and by the direction of Carmel Eng.
Docusign Envelope ID: F8269C36-A963-47A6-BC0B-BD47BD82C79F
20-ENG-13 Miscellaneous Path Connections Change Order #2
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item
No.Description Reason For Change
55
TRANSVERSE MARKING, THERMOPLASTIC,
CROSSWALK LINE, WHITE 24 IN Underruns are result of on-site field revisions and by the direction of Carmel Eng.
56
TRANSVERSE MARKING, MULTI-COMPONENT,
CROSSWALK LINE, WHITE 24 IN Underruns are result of on-site field revisions and by the direction of Carmel Eng.
57
TRANSVERSE MARKING, THERMOPLASTIC,
STOP LINE, WHITE 24 IN Overages are result of authorization made by Carmel Eng. expanding the scope of work.
58
TRANSVERSE MARKING, MULTI-COMPONENT,
STOP LINE, WHITE 24 IN Underruns are result of on-site field revisions and by the direction of Carmel Eng.
59 SIGN POST SLEEVE, 2.5"
60
SUBSURFACE POTHOLING, HALF DAY,
UNDISTRIBUTED Underruns are result of on-site field revisions and by the direction of Carmel Eng.
61
SUBSURFACE POTHOLING, FULL DAY,
UNDISTRIBUTED Underruns are result of on-site field revisions and by the direction of Carmel Eng.
62 SHORT SIDE SERVICES (UNDISTRIBUTED)Underruns are result of on-site field revisions and by the direction of Carmel Eng.
63 LONG SIDE SERVICES (UNDISTRIBUTED)Underruns are result of on-site field revisions and by the direction of Carmel Eng.
64
PAVEMENT MESSAGE MARKING,
THERMOPLASTIC, LANE INDICATION ARROW Overages are result of authorization made by Carmel Eng. expanding the scope of work.
65
PAVEMENT MESSAGE MARKING,
THERMOPLASTIC, STOP Underruns are result of on-site field revisions and by the direction of Carmel Eng.
66 PIPE EXTENSION, CIRCULAR, 10 IN. (CO #01)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
67 MULCHED SEEDING, R (CO #02)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
68
MANUFACTURED SURFACE PROTECTION (CO
#02)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
69
ADDITIONAL MOB AT MAIN & LEXINGTON (CO
#03)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
70 ADDITIONAL TREE REMOVAL (CO #03)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
71
MOBILIZATION AND DEMOBILIZATION (CO
#04)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
72 MAINTAINING TRAFFIC (CO #04)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
73 MILLING ASPHALT, 2 1/2 IN (CO #04)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
74 MILLING, ASPHALT, 1 1/2 IN. (CO #04)
75 QC/QA HMA, 2, 64, SURFACE, 9.5mm (CO #04)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
76
QC/QA HMA, 2, 64, INTERMEDIATE, 19.0mm (CO
#04)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
77
LINE, THERMOPLASTIC, SOLID, WHITE, 4IN (CO
#04)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
78
PAVEMENT MESSAGE MARKING PERFORMED
PLASTIC, WORD ONLY (CO #04)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
79 MILLING, ASPHALT REMOVAL (CO #05)New Design pushed project into 2024 - Updated Labor / Equipment
80 LEXINGTON TREE REMOVAL (CO #05)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
81
MOBILIZATION AND DEMOBILIZATION (CO
#05)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
82 MAINTAINING TRAFFIC (CO #05)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
83 CLEARING RIGHT OF WAY (CO #05)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
84 CLEARING RIGHT OF WAY, COMMON (CO #05)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
85 SIDEWALK, CONCRETE, 4 IN. (CO #05)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
86 EXCAVATION, COMMON (CO #06)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
87 STRUCTURE BACKFILL, TYPE 2 (CO #06)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
88 SODDING (CO #06)RR self perform. VS Sub. Lighting Pkg. (schedule changed)
89 PIPE, TYPE 4, CIRCULAR, 6 IN (CO #06)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
90 PIPE, TYPE 2, CIRCULAR, 8 IN (CO #06)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
91 PIPE, TYPE 2, CIRCULAR, 12 IN (CO #06)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
92 PIPE END SECTION, DIAMETER, 8 IN (CO #06)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
93 NYLOPLAST CATCH BASIN, 18 IN (CO #06)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
Docusign Envelope ID: F8269C36-A963-47A6-BC0B-BD47BD82C79F
20-ENG-13 Miscellaneous Path Connections Change Order #2
EXHIBIT A
You have been directed to make the following changes in this Contract:
Item
No.Description Reason For Change
94
GEOTEXTILE FOR UNDERDRAIN, TYPE 2A (CO
#06)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
95 AGGREGATE FOR UNDERDRAIN (CO #06)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
96 CONSTRUCTION ENGINEERING (CO #07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
97
MOBILIZATION AND DEMOBILIZATION (CO
#07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
98 MAINTENANCE OF TRAFFIC (CO #07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
99 CLEARING RIGHT OF WAY (CO #07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
100 COMMON EXCAVATION (CO #07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
101
COMPACTED AGGREGATE BASE, NO. 53 (CO
#07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
102
* PROTECTION OF EXISTING FEATURES (CO
#07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
103 HMA SURFACE, 9.5mm (CO #07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
104 HMA INTERMEDIATE, 19.0mm (CO #07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
105 HMA BASE, 25.0mm (CO #07)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
106
MOBILIZATION AND DEMOBILIZATION (CO
#09)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
107 MAINTAINING TRAFFIC (CO #09)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
108 MILLING, ASPHALT, 1 1/2 IN. (CO #09)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
109 QC/QA-HMA, 2, 64, SURFACE, 9.5mm (CO #09)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
110 LINE, PAINT, SOLID, WHITE, 4 IN. (CO #09)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
111 ADDITIONAL (CO #09)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
112
Water Valve Replacement at 146th / Autumnwood
(CO #09)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
113
PLANT, DECIDUOUS TREE, SINGLE STEM, 1.25
IN. OR UNDER (CO #09)Overages are result of authorization made by Carmel Eng. expanding the scope of work.
114
Additional Drainage Items for Main Street Path from
Old Meridian to Grand Blvd.Overages are result of authorization made by Carmel Eng. expanding the scope of work.
115 T&M for Critter Path S. of 116th and Westfield Blvd.Overages are result of authorization made by Carmel Eng. expanding the scope of work.
116 Approved Formal CO #1 Overages are result of authorization made by Carmel Eng. expanding the scope of work.
117 Added Conc. Foundations Overages are result of authorization made by Carmel Eng. expanding the scope of work.
118 COST ADJUSTMENT FOR ACCELERATION Underruns are result of on-site field revisions and by the direction of Carmel Eng.
Docusign Envelope ID: F8269C36-A963-47A6-BC0B-BD47BD82C79F