HomeMy WebLinkAboutRieth-Riley/Eng/-170,725.77/CO #14/Spring Mill Road Reconstruction – Project #16-ENG-52 City of Carmel Projects
16-SW-07 & 16-ENG-52
Spring Mill Road Reconstruction
CHANGE ORDER#14
Balancing Change Order—End Project
Contract Price prior to this Change Order $9,104,835.24
Contract Price will berea..szy this Change Order (-$170,725.77)
New Contract Price including this Change Order $8,934,109.47
Amount Adjusted Contract Cumulative%Change
Price from Original Contract
Original Contract $8,592,091.16 $8,592,091.16 N/A
CO1 (-333.18) $8,591,757.98 -0.004%
CO2 $36,031.35 $8,627,789.33 0.42%
CO3 $123,808.23 $8,751,597.56 1.86%
C04 $11,656.00 $8,763,253.66 1.99%
C05 $4,140.25 $8,767,393.91 2.04%
C06 $640,929,94 $9,408,323.85 9.50%
CO7 $13,183.50 $9,421,507.35 9.65%
CO8 $32,465.92 $9,453,973.27 10.03%
C09 $91,297.27 $9,545,270.54 11.09%
CON $7,996.08 $9,553,266.62 11.19%
C011 $22,257.82 $9,575,524.44 11.45%
C012 $16,160.21 $9,591,684.65 11.63%
C013 (-$486,849.41) $9,104,835.24 5.97%
C014 (-$170,725.77) $8,934,109.47 3.98%
Page 1 of 2
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CITY OF CARMEL t\ 1,
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TO: Lucas Clark CONTRACT CHANGE ORDER NO.: 14
Rieth-Riley Construction Co.,Inc. DATE: 7/19/19
P.O.Box 276 PROJECT NAME: Spring Mill Road Reconstruction /
1751 W.Minnesota Street
Indianapolis. In 46221 Project#16-SW-07/Project#16-ENG-52
CITY REQ. NO.:
CITY PO NO.: SW-100354/COIT- 34297
CITY PO DATE: SW-4/13/2017/COIT- 9/8/2016
I. You are directed to make the following changes in this Contract:
*This Change Order will balance all items which over ran or under ran in quantity for
Project #16-SW-07, set the Substantial Completion Date as 12/15/2017 and establish the Final
Total Contract Amount of$8,934,109.47.
NOTE: Final Contract Amounts:
Project# 16-ENG-52 - PO#34297(COLT)=$8,169,713.53
Project#16-SW-07- PO#100354(SW)=$764,395.94
TOTAL CONTRACT=$8,934,109.47
NOTE: Substantial Completion Date: 12/15/2017
NOTE: Per the documents below this is a ZERO DOLLAR CHANGE ORDER
II. The following referenced Documents further describe the changes outlined in Paragraph I,
and are to be considered a part of this Change Order:
* FINAL SMR 16 SW 07 Estimate 14
*Change Order 14 Report Springmill Road Reconstruction
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 9,104,835.24
Contract Price will be increased/Qeer-eased by this Change Order $ 170,725.77
New Contract Price including this Change Order $ 8,934,109.47
Contract Time Prior to this Change Order Days Completion Date
Net increased/decreased resulting from this Change Order Day:,
Current Contract Time including this Change Order Days 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.
AR-1
Page 2 of 2
The Above Changes Are The Above Changes Are Ap roved:
Recommended: Accepted: [� I
United Consulting Rieth-Riley f V f (_5-PId
ENGINEER CONTRACTOR Brai d, Ma r
1625 N. Post Road 1751 W. Minnesota Street
Address Address Mary Burk Iember
Indianapolis, IN 46219 Indianapolis, IN 46206
City/State/Zip City/State/Zip Lori t , Member
By: By As
efith
Phone: av 7za sss2 Pho VIM
Christine S. auley, Clerk-
Treasurer
Date: 7/22/2019 Date: l'3% I I a
Jer y ashman, .E.
ty Engineer
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Date: "1 "( — /
United Consulting, Inc.
'AUNlTED Consulting=
Change Order Details
Spring Mill Road Reconstruction 2
Description: Spring Mill Road Reconstruction from Millridge Drive to 106th Street
City of Carmel Project No. 16-SW-07
First Group Engineering, Inc.
Change Order: 2 Date Created: 06/10/2019
Status: Approved Date Approved:
Type:
Summary: Balancing Change Order - End Project
Change Order Description: This Change Order is being created to balance final quantities for this project.
Awarded Project Amount: $923,465.61
Authorized Project Amount: $935,121.71
Change Order Amount: -$170,725.77
Revised Project Amount: $764,395.94
Increases/Decreases
Line Number Item Unit Unit Price Comma Gaye te,iad
Q'—' yr Amami Quumatigr AMmot Quantity Amount
Section: 1 -Default Section
146 146 CYS $33.740 10.00 $337.40 12.20 $411.63 22.20 $749.03
SEDIMENT, REMOVE
Reason: Balancing Change Order
147 147 EACH $65.000 14.00 $910.00 -14.00 -$910.00 0.00 $0.00
TEMPORARY INLET PROTECTION
Reason: Balancing Change Order
148 148 LFT $1.790 2,105.00 $3,767.95 -15.00 -$26.85 2,090.00 $3,741.10
TEMPORARY SILT FENCE
Reason: Balancing Change Order
149 149 LBS $0.250 48.00 $12.00 -48.00 -$12.00 0.00 $0.00
TEMPORARY SEED MIXTURE
Reason: Balancing Change Order
150 150 SYS $24.800 59.00 $1,463.20 59.20 $1,468.16 118.20 $2,931.36
SUBGRADE TREATMENT,TYPE II
Reason: Balancing Change Order
151 151 SYS $1.830 1,597.00 $2,922.51 -1,597.00 -$2,922.51 0.00 $0.00
SUBGRADE TREATMENT,TYPE III
Reason: Balancing Change Order
Change Order Details: Spring Mill Road Page 1 of 5 08/14/2019
Reconstruction 2
I. Namior Item Unit Unit Price Current Mange Revised
Quantity Aasereat Quantity Amount Quantity Amount
152 152 SYS $6.730 4,596.00 $30,931.08 1,183.00 $7,961.59 5,779.00 $38,892.67
SUBGRADE TREATMENT,TYPE IB
Reason: Balancing Change Order
153 153 CYS $25.660 177.00 $4,541.82 19.00 $487.54 196.00 $5,029.36
STRUCTURE BACKFILL,TYPE 1
Reason: Balancing Change Order
155 155 CYS $73.450 36.00 $2,644.20 -9.00 -$661.05 27.00 $1,983.15
STRUCTURE BACKFILL,TYPE 5
Reason: Balancing Change Order
156 156 TON $32.870 295.00 $9,696.65 297.19 $9,768.64 592.19 $19,465.29
COMPACTED AGGREGATE NO. 53 BASE
Reason: Balancing Change Order
157 157 TON $71.460 292.00 $20,866.32 27.98 $1,999.45 319.98 $22,865.77
HMA SURFACE,TYPE C
Reason: Balancing Change Order
158 158 TON $56.710 487.00 $27,617.77 15.07 $854.62 502.07 $28,472.39
HMA INTERMEDIATE,TYPE C
Reason: Balancing Change Order
158a 158a TON $54.130 641.00 $34,697.33 -116.30 -$6,295.32 524.70 $28,402.01
HMA INTERMEDIATE, OG,TYPE C
Reason: Balancing Change Order
159 159 TON $51.900 1,207.00 $62,643.30 79.85 $4,144.22 1,286.85 $66,787.52
HMA BASE,TYPE C
Reason: Balancing Change Order
160 160 TON $0.010 4.00 $0.04 -4.00 -$0.04 0.00 $0.00
ASPHALT FOR TACK COAT
Reason: Balancing Change Order
161 161 TON $87.330 221.00 $19,299.93 41.99 $3,666.99 262.99 $22,966.92
HMA FOR SIDEWALKS
Reason: Balancing Change Order
162 162 SYS $51.810 39.00 $2,020.59 71.60 $3,709.60 110.60 $5,730.19
SIDEWALK, CONCRETE, 4"
Reason: Balancing Change Order
163 163 SYS $175.410 25.00 $4,385.25 5.90 $1,034.92 30.90 $5,420.17
CURB RAMP, CONCRETE
Reason: Balancing Change Order
164 164 SYS $326.250 5.00 $1,631.25 -3.40 -$1,109.25 1.60 $522.00
DETECTABLE WARNING SURFACES
Reason: Balancing Change Order
166 166 LFT $19.050 1,830.00 $34,861.50 -133.32 -$2,539.75 1,696.68 $32,321.75
CURB AND GUTTER, CONCRETE,TYPE II
Reason: Balancing Change Order
168 168 LFT $48.660 262.00 $12,748.92 -34.50 -$1,678.77 227.50 $11,070.15
CONCRETE ROLL CURB &GUTTER
Reason: Balancing Change Order
Change Order Details: Spring Mill Road Page 2 of 5 08/14/2019
Reconstruction 2
Lase Nimier Item Unit Unit Pride Current Miaow Revised
Quaatity Amount Quantity Aa.ant Quantity Amount
169 169 SYS $60.950 59.00 $3,596.05 59.20 $3,608.24 118.20 $7,204.29
PCCP FOR APPROACHES, 6 IN.
Reason: Balancing Change Order
171 171 SYS $0.990 1,140.00 $1,128.60 -3.40 -$3.37 1,136.60 $1,125.23
GEOTEXTILES
Reason: Balancing Change Order
172 172 TON $46.350 1,070.00 $49,594.50 16.24 $752.72 1,086.24 $50,347.22
RIPRAP, CLASS 1
Reason: Balancing Change Order
173 173 TON $23.160 260.00 $6,021.60 -241.44 -$5,591.75 18.56 $429.85
RIPRAP, REVETMENT
Reason: Balancing Change Order
174 174 TON $95.960 4.00 $383.84 -4.00 -$383.84 0.00 $0.00
RIPRAE UNIFORM {HAND LAID}
Reason: Balancing Change Order
175 175 EACH $50.000 2.00 $100.00 -2.00 -$100.00 0.00 $0.00
MOBILIZATION AND DEMOBILIZATION FOR SEEDING
Reason: Balancing Change Order
176 176 SYS $1.170 1,375.00 $1,608.75 -627.00 -$733.59 748.00 $875.16
EROSION CONTROL BLANKET
Reason: Balancing Change Order
177 177 M.G. $1.000 25.00 $25.00 -25.00 -$25.00 0.00 $0.00
WATER
Reason: Balancing Change Order
178 178 CYS $45.640 1,169.00 $53,353.16 -1,169.00 -$53,353.16 0.00 $0.00
TOPSOIL
Reason: Balancing Change Order
179 179 SYS $3.250 3,540.00 $11,505.00 -249.70 -$811.52 3,290.30 $10,693.48
SODDING, NURSERY
Reason: Balancing Change Order
181 181 LFT $305.360 176.00 $53,743.36 -176.00 -$53,743.36 0.00 $0.00
24 IN. SDR 11 HDPE WATER MAIN
Reason: Balancing Change Order
182 182 LFT $724.080 25.00 $18,102.00 -25.00 -$18,102.00 0.00 $0.00
20 IN. RESTRAINED JOINT DUCTILE IRON
Reason: Balancing Change Order
183 183 EACH $17,268.550 2.00 $34,537.10 -2.00 -$34,537.10 0.00 $0.00
20" LINE STOP
Reason: Balancing Change Order
184 184 EACH $6,202.220 2.00 $12,404.44 -2.00 -$12,404.44 0.00 $0.00
20 IN. CONNECTION
Reason: Balancing Change Order
187 187 LFT $4.750 2,274.00 $10,801.50 -130.00 -$617.50 2,144.00 $10,184.00
PIPE,TYPE 4, CIRCULAR, 6 IN.
Reason: Balancing Change Order
Change Order Details: Spring Mill Road Page 3 of 5 08/14/2019
Reconstruction 2
Lime Number Item Unit Unit Price Cosiest Change Revised
Quantity Aaoeat Quantity Aasoe t Quantity Amount
188 188 LFT $14.500 191.00 $2,769.50 -133.00 -$1,928.50 58.00 $841.00
PIPE, UNDERDRAIN, OUTLET 6 IN.
Reason: Balancing Change Order
189 189 LFT $42.680 642.00 $27,400.56 -37.70 -$1,609.04 604.30 $25,791.52
PIPE,TYPE 2, CIRCULAR, 12 IN.
Reason: Balancing Change Order
190 190 LFT $235.300 15.00 $3,529.50 -15.00 -$3,529.50 0.00 $0.00
PIPE,TYPE 2, CIRCULAR, 15 IN.
Reason: Balancing Change Order
191 191 LFT $2.390 655.00 $1,565.45 -2.80 -$6.69 652.20 $1,558.76
VIDEO INSPECTION FOR PIPE
Reason: Balancing Change Order
193 193 LFT $0.990 3,000.00 $2,970.00 -1,435.30 -$1,420.95 1,564.70 $1,549.05
VIDEO INSPECTION FOR UNDERDRAINS
Reason: Balancing Change Order
194 194 CYS $50.000 94.00 $4,700.00 -26.70 -$1,335.00 67.30 $3,365.00
AGGREGATE FOR UNDERDRAINS
Reason: Balancing Change Order
195 195 SYS $2.400 1,076.00 $2,582.40 -123.00 -$295.20 953.00 $2,287.20
GEOTEXTILES FOR UNDERDRAIN
Reason: Balancing Change Order
197 197 EACH $866.870 6.00 $5,201.22 -2.00 -$1,733.74 4.00 $3,467.48
CASTING,ADJUST TO GRADE
Reason: Balancing Change Order
205 205 EACH $244.000 17.00 $4,148.00 -6.00 -$1,464.00 11.00 $2,684.00
CONSTRUCTION SIGN,A
Reason: Balancing Change Order
208 208 LET $14.000 81.00 $1,134.00 -81.00 -$1,134.00 0.00 $0.00
SIGN POST, SQUARE TYPE 1 REINFORCED ANCHOR BASE
Reason: Balancing Change Order
209 209 EACH $20.000 8.00 $160.00 -8.00 -$160.00 0.00 $0.00
SIGN GROUND MOUNTED RESET
Reason: Balancing Change Order
210 210 LFT $0.730 209.00 $152.57 140.00 $102.20 349.00 $254.77
LINE,THERMOPLASTIC, SOLID,WHITE, 4 IN.
Reason: Balancing Change Order
211 211 LFT $0.730 2,073.00 $1,513.29 100.00 $73.00 2,173.00 $1,586.29
LINE,THERMOPLASTIC, SOLID,YELLOW, 4 IN.
Reason: Balancing Change Order
212 212 LFT $5.650 15.00 $84.75 98.00 $553.70 113.00 $638.45
TRANSVERSE MARKING,THERMOPLASTIC, STOP LINE, WHITE, 24 IN.
Reason: Balancing Change Order
Change Order Details: Spring Mill Road Page 4 of 5 08/14/2019
Reconstruction 2
Use Number Item Unit Unit Price Current Change Revised
Quantity Amount Quantity Amount Quantity Amount
213 213 LFT $1.400 103.00 $144.20 -103.00 $11-1.20 0.00 $0.00
TRANSVERSE MARKING,THERMOPLASTIC, CROSSWALK LINE, WHITE, 6 IN.
Reason: Balancing Change Order
(51Items) Totals $52,S5 .35 -$170,725.77 $422,233.58
Attachments
Name
16-SW-07 Invoice_14.pdf
SMR 16 SW 07 Estimate 14.pdf
(2 Attachments)
Change Order Details: Spring Mill Road Page 5 of 5 08/1 1/201 9
Reconstruction 2