Change Order 3 - Project 16-ENG-80 City of Carmel Project 16- ENG-80 River
Road Reconstruction
CHANGE ORDER #3, FINAL
reconciliation of all existing items for 16-ENG-80 for reconciliation and project close-out
Contract Price prior to this Change Order $2,994,602.65
Contract Price will be decreased by this Change Order $18,725.36
New Contract Price including this Change Order $2,975,877.29
Amount Adjusted Contract Cumulative%Change
Price from Original Contract
Original Contract $2,912,148.31 $2,912,148.31 N/A
CO1 $30,807.43 $2,942,955.74 01%
CO2 $51,646.91 $2,994,602.65 03%
CO3 -$18,725.36 $2,975,877.29 02%
CITY OF CARMEL
TO:Reith-Riley Construction Co.. Inc CONTRACT CHANGE ORDER NO.:3,FINAL
1751 W Minnesota Street DATE: 01/15/19
Indianapolis.IN 46221 PROJECT NAME: 16-ENG-80 River Road Phase II
CITY PROJECT NO.:#16-ENG-80 1gtitf)1
CITY PO NO.: 4100659
CITY PO DATE: 8/16/17 e;J
fib}i ,
I. You are directed to make the following changes in this Contract:
Final Quantities and reconciliation and added days due to delay in NTP/Contract, significant utility delays(DUKE
Energy relocation of conflicts)and landscape planting contractual timeframe requirements.
SCHEDULED ADJUSTMENT
ITEM AMOUNT (±)OR( - )DAYS
See Attached S (18,725.36) - 350
* See detail of items and summary of changed costs in attached Table for items 1 through 135
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
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order S2.994.602.65
Contract Price will be increased by this Change Order (SIS.725.36)
New Contract Price including this Change Order S2.975.877.29
Contract Time 350 Days 12/7/2019 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
CROSSROAD ENGINEERS Reith-Rilev Construction Co..Inc
ENGINEER CONTRACTOR ;` James Brainard,Mayor
3417 Sherman Drive 1751 W Minnesota Street
Address Address J t shma ity oin
Beech Grove,IN 46107 Indianapolis.IN 46221
City/State/Zip City/S /Z Ma n urk , Member
By: Lz4t .4 SUz.. 7. By: kitty r
Phone: 317-780-1555 Phone: 574-875-5183 iori Wa ,N/Iember )
Date: 1/16/2019 e
Date: I Z�J ` I A T://
(44A lAA /Qc l., ,
Christine S.Paulev,Clerk-Treasurer
Date: y. `I
PROJECT NAME: 16-ENG-80 River Road Phase II
CONTRACT CHANGE ORDER NO.:3,FINAL
Item Description Unit Unit Price Original Original Amount Actual Contract Amount O,ar I-nJer
Number Quantity Quantils
1 Mobilization&Demobilization LS 555,625.30 1 555,625.30 I S 55,625.30 S -
2 Clearing Right-of-Way LS 5108,096.67 I 5108,096.67 I S 108,096.67 $ -
3 Common Excavation CYS $7.08 20795 $147,228.60 18095 S 128.112.60 S (19.116.00)
4 Sediment,Remove CYS 538.48 0 $0.00 0 $ - $ -
5 Temporary Check Dam,Revetment Riprap TON S52.63 20.26 $1,066.28 20.26 $ 1,066.28 S
6 Temporary Inlet Protection EA $85.00 0 $0.00 0 $ - $ -
7 Temporary Mulch TON S420.00 8 $3,360.00 8 $ 3,360.00 S -
8 Temporary Silt Fence LFT $1.80 3411 $6,139.80 3707 S 6,672.60 $ 532.80
9 No.2 Stone for Construction Drive TON $22.94 0 $0.00 0 S - $ -
10 No.53 Stone for Construction Drive TON $26.30 43.52 51.144.58 43.52 S 1,144.58 $ -
I 1 Temporary Filter Stone TON 558.99 0 $0.00 0 S - $ -
12 Temporary Geotextiles - SYS 50.94 26.6 525.00 26.6 S 25.00 $ -
13 Temporary Seed Mixture LBS $2.00 0 $0.00 0 $ - $ -
14 Subgrade Treatment,Type II SYS S14.68 283.9 54,167.65 283.9 S 4,167.65 $ -
15 Subgrade Treatment,Type III SYS $2.18 2200 54,796.00 2200 $ 4,796.00 5 -
16 Subgrade Treatment,Type IB(Cement) SYS $7.06 24658 SI74,085.48 24658 5 174,085.48 5 -
17 Subgrade Treatment(Undistributed) CYS S46.28 455.94 S21,100.90 552.7 $ 25,578.96 S 4,478.05
18 Structure Backfill,Type 1 CYS $27.14 1335.02 S36,232.44 1335.02 5 36,232.4,1 S -
19 Compacted Aggregate,No.53,Base TON S25.22 76.7 $1,934.37 76.7 S 1,934.37 $ -
20 Milling Asphalt,1.5" SYS S1.65 2758.6 S4,551.69 2758.E S 4,551.69 $ -
21 HMA Surface Type C,9.5 mm TON $62.20 0 $0.00 0 S - $ -
22 HMA Intermediate Type C,19.0mm TON 550.58 2152.62 $108,879.52 2152.62 S 108,879.52 $ -
23 HMA Base Type C,25.0 mm TON $46.66 6285.09 S293,262.30 6285.09 S 293,262.30 S -
24 HMA Intermediate Type C,06 19.0 nun TON $49.94 3558.55 $177,713.99 3558.55 $ 177,713.99 $ -
25 HMA Wedge&Level Type C TON $56.39 311 517,537.29 590.46 5 33,296.04 S 15.758.75
26 Colored and Jointed Concrete,7" SYS $82.23 350.1 528,788.72 350.1 S 28,788.72 $ -
27 D-1 Contraction Joint LFT $0.00 220 $0.00 0 $ - $ -
28 Guardrail,Remove LIT $17.72 306 $5,422.32 306 S 5,422.32 $ -
29 HMA for Sidewalk TON $74.16 0 $0.00 0 S - $ -
30 Sidewalk,Concrete,4 in. SYS $72.49 49.3 53,573.76 49.3 S 3,573.76 $ -
31 Curb Ramp,Concrete,Colored SYS 5159.28 67 S 10,671.76 67 S 10,671.76 S -
32 Detectable Warning Surfaces SYS $110.01 14.8 51,628.15 14.8 $ 1,628.15 $ -
33 Curb,Concrete LFT 519.9E 297 $5,928.12 297 $ 5,928.12 $ -
34 Curb&Gutter,Type I1 LFT $14.25 8395.7 5119,638.73 8307.5 $ 118,381.88 $ (1.256.85)
35 Curb&Gutter,Type Ill LFT $13.82 8259 5114,139.38 8259 $ 114,139.38 $
36 Modified Roll Curb LFT 520.63 357 $7,364.91 357 $ 7,364.91 $ -
37 PCCP for Approaches,9 in. SYS $65.37 404.62 $26,450.01 404.62 S 26.450.01 S
38 ScourStop Transition Mat SYS 5130.00 33.8 S4,394.00 33.8 S 4,394.00 S -
39 ScourStop Turf Reinforcement Mat SYS $20.00 0 $0.00 0 S - S
40 Mobilization&Demobilization for Seeding EA $250.00 2 S500.00 2 $ 500.00 S -
41 Mulched Seeding,U SYS $2.94 23843 $70,098.42 23843 S 70.098.42 S
42 Erosion Control Blanket SYS $1.00 6006.12 56,006.12 6006.12 $ 6,006.12 $ -
43 Water KGAL $1.00 0 $0.00 0 5 - S -
44 Sod SYS 53.00 12304.59 536,913.77 12381.89 $ 37,145.67 $ 231'Al
45 Field Office MOS $1,760.12 6 S10,560.72 6 $ 10,560.72 S
46 Pipe,Type 4,Circular,6 in. LFT $4.60 9159 $42,131.40 9159 $ 42,131.40 $ -
47 Pipe,Underdrain,Outlet,6 in. LFT $13.00 34 5442.00 34 S 442.00 5
48 Pipe,RCP,12 in. LFT $46.77 1357.5 $63,490.28 1357.5 S 63,490.28 5 -
49 Pipe,HDPE,12 in. LFT $145.07 8 51,160.56 8 5 1,160.56 S
50 Pipe,RCP,15 in. LFT 543.77 332 514,531.64 332 5 14,531.64 $ -
51 Pipe.RCP,18 in. LFT $56.85 32 $1,819.20 32 S 1,819.20 S
52 Pipe,RCP,21 in. LFT 549.67 558 527,715.8E 558 $ 27,715.86 $ -
53 Pipe.RCP,24 in. LFT 557.45 662 538,031.90 662 S 38,031.90 $
54 Pipe,RC Elliptical,53"x 34" LFT 5211.23 69 $14,574.87 69 $ 14,574.87 $ -
55 Pipe End Section,Concrete,12" EA $633.43 12 $7,601.16 12 5 7,601.16 $ -
56 Pipe End Section,Concrete,15" EA S677.43 4 52,709.72 4 S 2,709.72 S -
57 Pipe End Section,Concrete 18" EA $0.00 2 $0.00 0 S - $ -
58 Pipe End Section,Concrete 24" EA $1,249.68 1 $1,249.68 1 S 1,249.68 S -
59 Pipe End Section,Concrete,53"x 34" EA $2,499.64 2 $4,999.28 2 S 4,999.28 S -
60 Aggregate for Underdrains CYS $42.25 701.99 529,659.08 701.99 5 29,659.08 5
61 Geotextiles for Underdrnin SYS $1.00 7470.01 $7,470.01 7470-01 $ 7,470.01 S -
62 Casting,Adjust to Grade EA 5585.02 I $585.02 I $ 585.02 $
63 Casting,Furnish&Adjust to Grade EA $1,446.31 0 $0.00 0 $ - $ -
64 Adjust to Grade,Valve Box EA $334.18 5 $1,670.90 5 $ 1,670.90 5 -
65 Fire Hydrant,Adjust to Grade EA S1 A84.04 I 41,484.04 I $ 1,484.04 S -
66 Inlet E-7 EA $2,244.65 1 S2,244.65 I 5 2,244.65 S -
PROJECT NAME: 16-ENG-80 River Road Phase II
CONTRACT CHANGE ORDER NO.:3,FINAL
Item Description Unit Unit Price Original ActualAmount Contract Amount Over/Under
Number
Quantity Quantity
67 Inlet A w/R-4342 Casting EA S1,672.42 3 55,017.26 3 S 5,017.26 5 -
68 Inlet)-10 EA $2,165.24 22 $47,635.28 22 $ 47,635.28 $ -
69 Inlet M-10 EA S2,412.89 19 $45,844.91 19 $ 45,844.91 $ -
70 Manhole C-4 EA $3,056.47 I I $33,621.17 11 S 33,621.17 $ -
71 Aqua-Swirl AS-6 EA $23,135.38 I S23,135.38 1 $ 23,135.38 S -
72 Road Closure Sign Assembly EA 5300.00 5 $1,500.00 5 $ 1,500.00 $ -
73 Detour Route Marker Assembly EA S65.00 20 51,300.00 20 S 1,300.00 S -
74 Construction Sign A EA 5140,00 10 $1,400.00 10 S 1,400.00 $ -
75 Construction Sign B EA $60.00 2 S 120.00 2 $ 120.00 $ -
76 Maintaining Traffic LS 57,484.62 1 $7,484.62 I S 7,484.62 $ -
77 Barricade 111-B LFT S10 txl 160 $1,600.00 160 $ 1,600.00 S -
78 Sign Post,Square,Type I,Reinforced Anchor Base LFT 515.00 170.5 $2,557.50 170.5 $ 2,557.50 $ -
79 Sign Post,Square,Type 2,Reinforced Anchor Base LFT $0.00 54 $0.00 0 S - S -
80 Sign,Sheet,With Legend 0.080"Thickness SET $16.00 53.33 S853.28 53.33 S 853.28 $ -
81 Sign,Sheet,With Legend 0.100"Thickness SET $18.00 52.25 S940.50 52.25 5 940.50 $ -
82 Sign,Sheet,With Legend 0.125"Thickness SET $0.00 12.75 $0.00 0 S - $ -
83 Handhole for Conduit/Interduct EA $950.00 14 S13,300.00 14 $ 13,300.00 $ -
84 Conduitlnterduct LFT 512.50 4822 $60,275.00 4822 $ 60,275.00 S -
85 Transverse Marking,Thermoplastic,Crosswalk,White,24 in. LFT 56.00 99 S594.00 99 $ 594.00 $ -
86 Line,Thermoplastic,Solid White,4 in. LFT $1.25 769.2 S961.50 769.2 S 96450 $ -
87 Line,Thermoplastic,Dotted White,12 in. LFT $3.00 80.2 S240.60 80.2 $ 240.60 S -
88 Transverse Marking,Thermoplastic,Yield,White,27 in. LFT $15.00 59.2 $888.00 59.2 S 888.00 $ -
89 Line,Thermoplastic,Solid Yellow,4 in. LET $1.25 1630 $2,037.50 1630 $ 2,037.50 S -
90 Pavement Message Marking,Thermoplastic,Lane Indication Arrow EA SI00.00 15 $1,500.00 15 S 1,500.00 S -
91 12"Ductile Iron Water main LFT $89.37 271 S24,219.27 271 5 24,219.27 $ -
92 Hydrant Assembly EA S4,993.10 1 $4,993.10 I $ 4,993.10 S -
93 12"Gate Valve EA S2,407.39 1 S2,407.39 1 $ 2,407.39 5 -
94 Conduit,PVC,4 in. LFT $9.00 811 $7,299.00 81 I $ 7,299.00 5 -
95 Light Standard Fotmdation EA $1,125.00 6 $6,750.00 6 $ 6,750.00 $ -
96 Light Standard,Pole,Fixture and Base,Decorative EA $7,700.00 6 S46,200.00 6 S 46,200.00 $ -
97 Conduit.Steel,Galvanized,2" LFT 514.00 160 S2,240.00 160 $ 2,240.00 S -
98 Wire,No.4 Copper,in Plastic Duct,4 I/C LET $10.00 234 $2,340.00 234 S 2,340.00 S -
99 Wire,No.4 Copper,in Plastic Duct in Trench,4 I/C LFT $10.00 500 55,000.00 500 $ 5,000.00 $100 Service Point EA 55,800.00 I $5,800.00 I $ 5,800.00 S -
101 Conduit,Steel,Galvanized,3/4 in. LFT $11.50 20 S230.00 20 $ 230.00 5 -
102 Masonry Wall and Piers LS 5100,000.00 1 5100,000.00 1 S 100,000.00 S -
103 Stone Mulch TON 5100.00 87 $8,700.00 67.37 S 6,737.00 S (1,963.00i
104 GeotexlileFabric SYS $1.00 175 $175.00 175 S 175.00 $ -
105 Landscape Edging LFT S7.50 144 $1,080.00 144 5 1,080.00 S -
106 Hardwood Mulch CYS S75.00 81 $6,075.00 97 S 7,275.00 $ 1,200.00
107 Topsoil CYS $25.96 280 $7,268.80 0 $ - S (7,268.80)
108 Tree,2.5"Caliper EA S428.00 169 $72,332.00 167 S 71,476.00 S (856.00)
109 Tree,Ornamental,1.5"Caliper EA S240.00 6 $1,440.00 6 S 1,440.00 S -
10 Shrub,24"to 30"Ht. EA $80.00 30 $2,400.00 30 S 2,400.00 $ -
I11 Perennials,1 Gallon EA S14.75 1348 SI9,883.00 1348 $ 19,883.00 S 112 Perennials,3 Gallon EA S28.00 24 $672.00 24 S 672.00 S -
113 Plugs,2"Pots EA $3.50 296 $1,036.00 296 S 1,036.00 S 114 Decorative Street Sign&Assembly EA $1,500.00 3 S4,500.00 3 S 4,500.00 S -
115 C.O.#1:Underdrain Removal LS $2,640.89 1 52,640 89 I $ 2,640.89 S 116 C.O.#2:ATT Manhole Removal LS 51,366.77 I $1,366.77 1 S 1,366.77 $ -
117 C.O.43:Reconstruct SS MH LS S1,317.76 1 $1,317.76 1 $ 1,317.76 S -
118 C.O./4.Str41 Adjustments LS 32,993.72 I $2,993.72 1 S 2,993.72 S -
119 C.O.45:Underdrain T&M and Mob LS $5,930.16 1 $5,930.16 I 5 5,930.16 $ -
120 ITS Temp Pavement Markings LS S1,987.15 1 31,987.15 1 S 1,987.15 S -
121 Duke Subgrade Treatment IC SYS S43.00 409.2 517,595.60 409.2 S 17,595.60 $ -
122 Duke Underdrain Connection LET $45.34 60 S2,720.40 60 S 2,72040 S
123 Duke Curb and Gutter LFT S45.28 857.2 538,814.02 857.2 S 38,814.02 S -
124 Duke 11.5"PCCP Patching SYS 594.58 246.24 S23,289.38 246.24 $ 23,289.38 $ -
125 Duke Pavement Repair Mobilization LS S3,500.00 1 $3,500.00 I $ 3,500.00 $ -
126 Indiana Traffic Services Extra Work LS 32,956.25 I $2,956.25 1 S 2,956.25 S -
127 2018 Grading Path and Common Excavation LS 566,417.39 I $66,417.39 I 5 66,417.39 $ -
128 2018 Compacted Agg.653 TON $26.81 1662.94 544,583.42 1682.85 S 45,117.21 S 533.79
129 2018 Type C Surface TON 566.19 1839.7 $121,769.74 1839.7 $ 121,769.74 5 -
130 2018 Path HMA TON S78.43 1259.17 $98,756.70 1259.17 S 98,756.70 S -
131 2018 Mobilizations LS $7,500.00 I $7,500.00 I $ 7,500.00 S -
132 Duke Energy Delay Inefficiency Cost for Curb and Paving EA $4,677.53 14 S65,485.42 14 S 65,485.42 S -
PROJECT NAME: 16-ENG-80 River Road Phase II
CONTRACT CHANGE ORDER NO.:3,FINAL
Item Original Actual
Number Description Unit Unit Price Quantity Original Amount
Quantity Contract Amount 01,t 1nhr
133 Path Sod Notch LS $3,820.22 1 $3,820.22 1 S 3,820.22 $
134 Existing Pavement Repair Noah End LS S1,712,60 1 $1,712.60 1 S 1,712.60 $
135 Path Coating LS S11.000.00 I SI I.000.00 0 $ - $ (I 1,00000)
TOTAL OF CHANGE ORDER ITEMS $2,994,602.65 $2,975,877.29 -$18,725.36
ORIGINAL CONTRACT PRICE $2,912,148.31
CHANGE ORDER,#1 $30,807.43
CHANGE ORDER,#2 $51,646.91
CHANGE ORDER,#3,FINAL -$18,725.36
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $2,975,877.29
CROSSROAD ENGINEERS, P.C.3417 Sherman Drive6140061i
Beech Grove, IN 46107
Phone: 317-780-1555 CROSS OAL1
Fax: 317-780-6525 ENGINEErdS, PC
LETTER OF TRANSMITTAL
To: Lisa Scott Date: 2/28/2019
City of Carmel, 2017 LOIT Bond Project: #16-ENG-80 River Road Ph
One Civic Square II Road Improvements
Carmel, IN 46032
WE ARE SENDING YOU
X Attached
Shop Prints Samples _ Specifications
Drawings
_ Copy of _ Change Order
Letter
Copies: Date: Description:
1 2/28/2019 Final Change Order#3 for referenced project.
THEY ARE TRANSMITTED AS CHECKED BELOW:
X For Approval _ Approved as submitted _ Resubmit blueline sets w/binder
- For your use _ Approved as noted _ Resubmit Xerox sets w/binder
- As requested _ Returned for corrections _ Return corrected prints
- For bids due 20
Remarks:
Signed Lance Stahley
RECEIVED BY DATE