HomeMy WebLinkAboutRieth-Riley/Eng/CO #4/-447.98/96th and Delegates Row RAB – Project #16-ENG-33 City of Carmel Project 16- ENG-33
96th Street and Delegate Row RAB 01
CHANGE ORDER #4- CONSTRUCTION CHANGE 1
With future sidewalk to be constructed on the south side of the RAB at Delegates Row as part of the
Keystone project.Construction Change 1 -Revision 2 was released to incorporate a drainage revision that
installs a trench drain at the curb turn out location Sta. 36+01, with a pedestrian suited grate crossing the
sidewalk. It was determined that the costs associated with the trench drain, Geotextiles, and Riprap
Revetment items will be tracked as Time&Material and included in a separate change order once the work
is completed. Also,as part of Construction Change 1, Str 111 a Mod. C7 Manhole is being replaced with
an E7 Inlet.There are also some minor quantity adjustments to existing pay items included with this change.
This Change Order 4 will result in a decrease of-$447.98 to the project.
Contract Price prior to this Change Order $1,483,378.49
Contract Price will be increased/decreased by this Change Order ($447.98)
New Contract Price including this Change Order $1,483,378.49
Amount Adjusted Contract Cumulative%Change
Price from Original Contract
Original Contract $1,480,798.49 $1,480,798.49 N/A
CO1— In-Line BMP $2,580.00 $1,483,378.49 0.17%
Storm Water Bond
CO2—Wood Mortgage $0.00 $1,483,378.49 0.17 %
Add Insured
General Oblig. Bond
CO3—CDG & $0.00 $1,483,378.49 0.17 %
Precedent Add Insured
General Oblig. Bond
C04—Const. Chng. 1 ($447.98) $1,482,930.51 0.14%
Storm Water Bond
CITY OF CARMEL
TO: CONTRACT CHANGE ORDER NO.: 4
Chris Ogg DATE: 3/24/2019
One Civic Square PROJECT NAME: 16-ENG-33
Cannel, IN 46032 CITY REQ.NO.: N/A
CITY PO NO.: 100569—2016 Storm Water Bond
CITY PO DATE: 7/15/17
I. You are directed to make the following changes in this Contract:
(Brief Description)
With future sidewalk to be constructed on the south side of the RAB at Delegates Row as part of
the Keystone project. Construction Change 1 —Revision 2 was released to incorporate a drainage
revision that installs a trench drain at the curb turn out location Sta.36+01,with a pedestrian suited
grate crossing the sidewalk. It was determined that the costs associated with the trench drain,
Geotextiles, and Riprap Revetment items will be tracked as Time & Material and included in a
separate change order once the work is completed. Also, a's part of Construction Change 1, Str
111 a Mod. C7 Manhole is being replaced with an E7 Inlet. There are also some minor quantity
adjustments to existing pay items included with this change. This Change Order 4 will result in a
decrease of-$447.98 to the project.
SCHEDULED ADJUSTMENT
ITEM AMOUNT (+) OR(-) DAYS
56—Structure Backfill ,Type 1 6 CYD x $25.74= $154.44 0
47—Pipe, Type 4, Circ. , 6 IN 3 LFT x$5.50= $ 16.50 0
48—Pipe, Type 2, Circ. , 12 IN 1 LFT x $50.59 = $50.59 0
52—Video Inspection For Pipe 1 LFT x$1.28=$1.28 0
56—Aggregate for Underdrains (4 CYD x$45.10=$180.40) 0
57—Geotextile for Underdrains (21 SYS x$1.75 =$36.75) 0
111 —Manhole, C7,Mod (1.0 EA x$ $2,738.75 =$2,738.75) 0
112—Inlet, E7 1.0 EA x$2,285.11 =$2,285.11 0
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:
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 1,483,378.49
Contract Price will be increased/decreased by this Change Order $_ -447.98
AR-6
Version 2016-08-31
New Contract Price including this Change Order $ 1.482.930.51
Contract Time Prior to this Change Order 74 Days 10/13/17 Completion Date
Net increased/decreased resulting from this Change Order 0 Days
Current Contract Time including this Change Order 74 Days 10/13/17 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 The Above Changes Are A proved:
Recommended Accepted:
CHA Rieth-Riley Construction ri 17,n
`
ENGINEER CONTRACTOR jets Br ard, i yor
300 S. Meridian Street 1751 W. Minnesota Street
Address Address Nlar n u•- er
Indianapolis, IN 46225 Indianapolis, IN 46221
Lori n. Mertlber
City/State/Zip City/State/Zip Jere sh an. City
ineer
r .
Byro - C1 y.__ v
v l
, a
Phone: ' i7-401 • 31tr0 Nene•. ' ' 6/
Kristine S. P-auley, Clerk-
Treasurer . /�j,7hr
Date: 4iZi 1 Date: c_.5 e Date: �f
AR-6
Version 2016-08-3I
RjETHRILEY CONSTRUCTION CO. INC.
100% Quality • 100% Employee Owned • Over 100 Years
March 4`h, 2019
Brian Andres
CHA Consulting, Inc. Sent Via Email: bandres@chacompanies.com
300 S. Meridian Street
Union Station
Indianapolis, IN 46225
RE: 96th Street at Delegates Row Construction Change No.1-REV(3/18/2019)
Brian,
The following documentation is for Construction Change No.1,this proposal includes pricing for Items
112 & 113. Included in this pricing is all the labor, equipment, and materials necessary to complete the
work.The following is a pricing breakdown:
ITEM NO. ITEM DESCRIPTION QTY UNIT UNIT COST TOTAL COST
11 LFT $ 674:50 $ 7,419.49
112 113 Inlet, E7 1 EA $ 2,285.11 $ 2,285.11
If you have any questions regarding this change order proposal, please let me know.
Thanks, Note:
(Tyler Oeeph The added Trench Drain item associated with Construction
Tyler Joseph Change 1 was agreed to be tracked as T&M due to pricing
Project Manager differences and will not be included in this change order. An
Rieth-Riley Construction Co., Inc. additional change order for the Trench Drain will be generated
Cell: (419)-966-4890 when the work is completed.
P.O. Box 276 •1751 W. Minnesota St.•Indianapolis, IN 46206 / Phone: (317) 634-5561 • www.rieth-riley.com
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 3/4/19 Work Performed: Construction Change#1
CONTRACT: 16-ENG-33 PROJECT: 96th Street @ Delegates Row
FORCE ACCOU T/EXTRA WORK FOR: Item 112:Trench Drain
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER 0.00 $2 . 1 $0.00
CARPENTER FOREMAN 0.00 '9.01 $0.00
COMBINATION 0.00 $31.26 $0.00
FINISHER 0.00 $26.77 $0.00
FOREMAN 0.00 $37.80 $0.00
LABORER 0.00 $25.77 $0.00
MECHANIC 0.00 $37.80 $0.00
OPERATOR(103) 0..4 $36.80 $0.00
OPERATOR(841) '.00 _ $34.00 $0.00
OPERATOR OILER(103) 0.00 $31.91 $0.00
QA TECH 0.00 $25.77 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $46.80 $0.00
TEAMSTER 0.00 $29.96 $0.00
TOTAL LABOR $0.00 (2)
FICA 7.50 % x LINE(2) $0.00 (3)
FRINGES
EMPLOYEE •URS RATE EXTENSION
CARPENTER 0.00 x $22.32 = $0.00
CARPENTER FOREMAN 0.00 X $22.32 = $0.00
COMBINATION 0.00 X $16.14 = $0.00
FINISHER 0.00 X '.15.86 = $0.00
FOREMAN 0.00 X I. :.71 = $0.00
LABORER 0.00 X $1' :• = $0.00
MECHANIC 0.00 X $18. = $0.00
OPERATOR(103) 0.00 X $18.71 = $0.00
OPERATOR(84 0.00 X $21.36 = $0.00
OPERATOR• ER(103) 0.00 X $18.71 = $0.00
QA TECH 0.00 x $15.86 $0.00
SUPERI ENDENT/PROJECT MAN 0.00 X $18.71 = $0.00
TEAM- ER 0.00 X $15.62 = $0.00
TOTAL FRINGES $0.00 (4)
WORKERS OMPENSATION 5.72 % X LINE(2) $0.00 (5)
BODILY 'JURY/PROPERTY DAMAGE INSURANCE 5.80 % X LINE(2) $0.00 (6)
STAT" UNEMPLOYMENT 3.55 % X LINE(2) $0.00 (7)
F-FERAL UNEMPLOYMENT 0.4O % X LINE(2) $0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.10 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $0.09 10)
20%x LINE(10) $0.00
GRAND TOTAL LABOR LINES(10)+(11) $0.00 (12)
Page 1 of 2
MATERIAL 109.05(b)(3)
Purcha •or
Manufact -d Descnption Quantity Unit Unit Pnce Extenstion
$ - $
$ - $
$ - $
$ - $
$ - $
$ - $
MATERIALS PURCHASED $0.•• (18)
MATERIALS MANUFACTURED $0.00 (19)
TOTAL LINE(18)+(19) $0.00 (20)
12%xLINE(20) $0.00 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22)
EQUIPMENT 109.05(b)(4)
Equipment# CONTRACTOR OWNED EQUIPMEN FHWA HOURLY RATE HOURS EXTENSION
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
5.00 $0.00
$0.•9 $0.00
$0.00 $0.00
Trucking-Stnaght Time $0.00 $0.00
Trucking-Over Time $0.00 $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT $0.00 (23)
TOTAL TRUCKIN• $0.00 (24)
FUEL LUBRIC• 'TS AND TRANSPOR ION COSTS $0.00 (25)
TOTAL LINE' 23)+(24)+(25) $0.00 (26)
12%x LI .(26) $0.00 (27)
GRAND •TAL FOR EQUIPMENT LINES(26) 7) $0.00 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION • OUNT
Item 112:Trench Dr. $6,767.09
TOTAL SUBCO '•CT WEEK ENDING $6,767.09 9)
10%x LINE( • $3,000.00 OR LESS $300.00 (3
7%x LINE •r)OVER$3,000.00 $263.70 (32)
GRAND •TAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $7,330.79 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22),(28)&(33) $7,330.79 (34)
1.1 %OF BOND RATE BASED UPON LINE(34) $80.64 (35)
10%x LINE(35) $8.06 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $7,419.49 (37)
Page 2 of 2
RIETH-RILEY CONSTRUCTION
EXTRA WORK AGREEMENT
DATE: 3/4/19 Work Performed: Construction Change#1
CONTRACT: 16-ENG-33 PROJECT: 96th Street @ Delegates Row
FORCE ACCOUNT/EXTRA WORK FOR: Item 113: Inlet, E7
LABOR 109.05(b)(1)
HOURS
EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION
CARPENTER 0.00 $27.51 $0.00
CARPENTER FOREMAN 0.00 $29.01 $0.00
COMBINATION 0.00 $31.26 $0.00
FINISHER 0.00 $26.77 $0.00
FOREMAN 0.00 $37.80 $0.00
LABORER 0.00 $25.77 $0.00
MECHANIC 0.00 $37.80 $0.00
OPERATOR(103) 0.00 $36.80 $0.00
OPERATOR(841) 0.00 $34.00 $0.00
OPERATOR OILER(103) 0.00 $31.91 $0.00
QA TECH 0.00 $25.77 $0.00
SUPERINTENDENT/PROJECT MANAGER 0.00 $46.80 $0.00
TEAMSTER 0.00 $29.96 $0.00
TOTAL LABOR $0.00 (2)
FICA 7.50 % x LINE(2) $0.00 (3)
FRINGES
EMPLOYEE HOURS RATE EXTENSION
CARPENTER 0.00 X $22.32 = $0.00
CARPENTER FOREMAN 0.00 X $22.32 = $0.00
COMBINATION 0.00 X $16.14 = $0.00
FINISHER 0.00 X $15.86 = $0.00
FOREMAN 0.00 X $18.71 = $0.00
LABORER 0.00 X $15.86 = $0.00
MECHANIC 0.00 X $18.71 = $0.00
OPERATOR(103) 0.00 X $18.71 = $0.00
OPERATOR(841) 0.00 X $21.36 = $0.00
OPERATOR OILER(103) 0.00 X $18.71 = $0.00
QA TECH 0.00 x $15.86 = $0.00
SUPERINTENDENT/PROJECT MAN 0.00 X $18.71 = $0.00
TEAMSTER 0.00 X $15.62 = $0.00
TOTAL FRINGES $0.00 (4)
WORKERS COMPENSATION 5.72 % X LINE(2) $0.00 (5)
BODILY INJURY/PROPERTY DAMAGE INSURANCE 5.80 % X LINE(2) $0.00 (6)
STATE UNEMPLOYMENT 3.85 % X LINE(2) $0.00 (7)
FEDERAL UNEMPLOYMENT 0.40 % X LINE(2) $0.00 (8)
TRAVEL ALLOWANCE OR SUBSISTENCE(NOTE#3) $0.00 (9)
TOTAL LINES 2,3,4,5,6,7,8&9 $0.00 (10)
20%x LINE(10) $0.00 (11)
GRAND TOTAL LABOR LINES(10)+(11) $0.00 (12)
Page 1 of 2
MATERIAL 109.05(b)(3)
Purchased or
Manufactured Descnption Quantity Unit Unit Price Extenstion
$ - $
$ - $
$ - $
$ - $
$ - $
$ - $
MATERIALS PURCHASED $0.00 (18)
MATERIALS MANUFACTURED $0.00 (19)
TOTAL: LINE(18)+(19) $0.00 (20)
12%x LINE(20) $0.00 (21)
GRAND TOTAL FOR MATERIALS:LINE(20)+(21) $0.00 (22)
EQUIPMENT 109.05(b)(4)
Equipment# CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE HOURS EXTENSION
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
S0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
Trucking-Stnaght Time $0.00 $0.00
Trucking-Over Time $0.00 $0.00
Trucking-Double Time $0.00 $0.00
TOTAL EQUIPMENT $0.00 (23)
TOTAL TRUCKING $0.00 (24)
FUEL LUBRICANTS AND TRANSPORTATION COSTS $0.00 (25)
TOTAL LINES(23)+(24)+(25) $0.00 (26)
12%x LINE(26) $0.00 (27)
GRAND TOTAL FOR EQUIPMENT:LINES(26)+(27) $0.00 (28)
SUBCONTRACTORS 109.05(b)(6)
DESCRIPTION AMOUNT
Item 113:Inlet,E7 $2,052.54
4
TOTAL SUBCONTRACT WEEK ENDING $2,052.54 (29)
10%x LINE(30)$3,000.00 OR LESS $205.25 (31)
7%x LINE(30)OVER$3,000.00 $0.00 (32)
GRAND TOTAL FOR SUBCONTRACTORS:LINES(30)+(31)+(32) $2,257.79 (33)
TOTAL OF WORK COMPLETED FOR THE WEEK
TOTAL LINES(12),(17),(22).(28)8(33) $2,257.79 (34)
1.1 %OF BOND RATE BASED UPON LINE(34) $24.84 (35)
10%x LINE(35) $2.48 (36)
TOTAL EXTRA WORK LINES:(34)+(35)+(36) $2,285.11 (37)
Page 2 of 2
(,,EGRADIDC 3/18/2019
9:40 AM
FAMILY OWNED SINCE 1973
16-ENG-33 96TH&DELEGATES ROW
Rieth-Riley
Recapitulation of Costs
Construction Change#1 Added Items
Description Quantity Units Labor Total Equipment Total Materials Total Subs Total
113-Inlet,E7(REV 3.18.19) 1.00 EA $ 333.92 $ 167.35 $ 1,307.50
Subtotal $ 333.92 $ 167.35 $ 1,307.50 $-
-
Allowable Markup 20% $ 66.78 12% $ 20.08 12% $ 156.90 10% $ -
Subtotal $ 400.70 $ 187.43 $ 1,464.40 $ -
Unit Cost
2,052.54
/EA
1 of 1
41 o% tal dV*—X
FAMILY OWNED SINCE 1973 3/4/2019
8:OlAM
16-ENG-33 96T• : DELEGATES ROW
Rieth-Riley
Recapitulation of Costs
Construction Change#1 Added Item
Description Quantity Units Labor Total Equipment Total terials Total Subs Total
112-Trench Drain 11.00 LF $ 1,836.57 $ 921.55 $ 3,152.79
Subtotal $ 1,836.57 $ 1.55 $ 3,152.79 $ -
Allowable Markup 20% $ 367.31 12% $ 110.59 12% $ 378.33 10% $ -
Subtotal $ 2,203.88 $ 1,032.14 $ 3,531.12 $ -
Unit Cost $ 615.19
/LF
1 of 2
Cost Report
Gradex Inc. 7 Mark Wilson Page 1 of 2
231-1 CC#1 Added Items 03/04/2019 7: ' AM
Bidite • TRENCH DRAIN
112 Takeoff Qty: 11.000 LF Clien -: 720-07309
Bid Qty: 11.000 LF
Base Burden Total Labor Equipment Perm Mats Canst Mats Sub rucking Total
U.Cost 101.47 65.49 166.96 83.78 286.62 0.00 0.00 0.00 537.36
Total 1,116.13 '8.44 1,836.57 921.55 3,152.79 0.00 a.11 0.00 5,910.91
Manhours Unit/ 1 MHNnk SAW Base •• Total Labor/MH Unit/CH
33.0000 0.3333 3.0000 179.1185 .8221 55.6536 2.0000
Activity: 067971 Trench Drain (Unreviewed) Quantity: 11 Unit: LF
Base Labor Burden Total Labor Equipment Perm Mats Canst Mats Sub Trucking Total
U.Cost 101.47 65.49 166.96 83.78 28. • 0.00 0.00 0.00 537.36
Total 1,116.13 720.44 1,836.57 9 55 3 .79 0.00 0.00 0.00 5,910.91
Crew Stink Crew Firs/Unit Units/Crwv Hr S/Crew : Shifts Units/Shift Shifts/Unit S/Shift
250.7382 0.5000 2.0000 50 .476- 0.5500 20.0000 0.0500 10,747.1091
Manhours Unit/MH k Total Labor/MH Base Labor/Link
33.0000 0.3 3.:100 55.6536 101.4664
Calendar:60 10 HR 6 DAY Hrs/ ift: 10 WC: N6306 Sewer Construction
Crew: PC50 PIPE-336 EXCAVATOR -rod: US 20 Eff: 100.00 Crew Hrs: 5.50 Labor Pcs: 6.00 Equipment Pcs:2.00
Resource Description Pcs/Wste Quantity Unit Unit Cast Tax/OT% Actual UC Total
2CCLA Class A Concr= - 1.00 1.65 CY 125.00 1 b' 00 125.00 206.25
2SXTD Trench D n 1.00 6.00 EA 491.09 100.t. 491.09 2,946.54
8E40 336 avator 1.00 5.50 HR 92.40 100.00 92.40 508.20
8EHP Pac 0.25 1.38 HR 182.00 100.00 82.00 251.16
8LW4 930 Loader 0.75 4.13 HR 39.27 100.00 3. 7 162.19
FM Foreman 1.00 5.50 MH 35.65 116.67 67.4 370.79
LG General Laborer 2.00 11.00 MH 23.92 116.67 45.95 505.45
Pipe Laborer 1.00 5.50 MH 24.95 116.67 47.29 260.09
OP Operator 2.00 11.00 MH 32.75 116.67 63.66 00.24
Biditem INLET, E7
113 Takeoff Qty: 1.000 EA Client#: 720-45030
Bid Qty: 1.000 EA
Base Labor Burden Total Labor Equipment Perm Mats Const Mats Sub Trucking Total
U.Cost 405.86 261.98 667.84 334.71 1,307.50 0.00 0.00 0.00 2,310.05
Total 405.86 261.98 667.84 334.71 1,307.50 0.00 0.00 0.00 2,310.05
Manhours Unit/MH MH/Unit S/MH Base Labor/MH Total Labor/MH Unit/CH
12.0000 0.0833 12.0000 192.5042 33.8217 55.6533 0.5000
Activity: 067211 Inlet. 0-6' IUnreviewedl Quantity: 1 Unit: EA
Base Labor Burden Total Labor Equipment Perm Mats Cant Mats Sub Trucking Total
u.Cost 405.86 261.98 667.84 334.71 1,307.50 0.00 0.00 0.00 2,310.05
Total 405.86 261.98 667.84 334.71 1,307.50 0.00 0.00 0.00 2,310.05
Crew S/Unit Crew Hrs Unit Units/Crew Hr S/Crew Hour Shifts Units/Shift Shifts/Unit S/Shift
1,002.5500 2.0000 0.5000 501.2750 0.2000 5.0000 0.2000 11,550.2500
Manhours Unit/MH Ai/Unit Total Labor/MH Base Labor/Unit
12.0000 0.0833 12.0000 55.6533 405.8600
17231-1 CC#1 Added Items 03/04/2019 7:50 AM Page 2 of 2
Calendar:60 10 HR 6 DAY Hrs/Shift:10 WC: IN6306 Sewer Construction
Crew: PC50 PIPE-336 EXCAVATOR Prod: HU 2 Eff: 100.00 Crew Hrs: 2.00 Labor Pcs: 6.00 Equipment Pcs:2.00
Resource Description Pcs/Wste Quantity Unit Unit Cost Tax/OT% Actual UC Total
2AGG08 No. 8 Stone 1.00 1.00 TN 20.00 100.00 20.00 20.00
2CCLA Class A Concrete 1.00 1.50 CY 125.00 100.00 125.00 187.50
2SCSTM Storm Casting 1.00 1.00 EA 500.00 100.00 500.00 500.00
2SXIN Inlet 1.00 1.00 EA 600.00 100.00 600.00 600.00
8E40 336 Excavator 1.00 2.00 HR 92.40 100.00 92.40 184.80
8EHP Hoe Pac 0.25 0.50 HR 182.00 100.00 182.00 91.00
8LW4 930 Loader 0.75 1.50 HR 39.27 100.00 39.27 58.91
FM Foreman 1.00 2.00 MH 35.65 116.67 67.42 134.83
LG General Laborer 2.00 4.00 MH 23.92 116.67 45.95 183.80
LP Pipe Laborer 1.00 2.00 MH 24.95 116.67 47.29 94.58
OP Operator 2.00 4.00 MH 32.75 116.67 63.66 254.63
Report Summary
Base Labor Burden Total Labor Equipment Perm Math Const MatIs Sub Trucking Total
Total 1,522 982 2,504 1,256 4,460 0 0 0 8,221
Job Notes
Estimate created on:03/04/2019 by User#: 7-Mark Wilson
Source estimate used:T:\HEAVYBID\EST\GRADEX
Calendars Used In Estimate
60 10 HR 6 DAY