HomeMy WebLinkAboutSchutt-Lookabill/Eng/CO #10/-78,709.60/136th_St_Multi-Use_Path_&_Ped._Bridge__18-ENG-08 DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590
City of Carmel Project 18- E RIG-08
136th Multi- Use Path and Pedestrian
Bridge
CHANGE ORDER #10
Change in Contract to include the installation of added mulching material at the tree mitigation area to
meet City of Carmel tree planting standards.
Contract Price prior to this Change Order $1,806,333.33
Contract Price will be increased by this Change Order ($78,709.60)
New Contract Price including this Change Order $1,727,623.73
Amount Adjusted Contract Cumulative%Change
Price from Original Contract
Original Contract $1,775,981.08 N/A N/A
CO 001 ($15,099.91) $1,760,881,17 -0.85%
CO 002 $2,563.14 $1,763,444.31 -0.71%
CO 003 $22,025.00 $1,785,469.31 0.39%
CO 004 $3,290.97 $1,788,760.28 0.72%
CO 005 $290.95 $1,789,051.23 0.74%
CO 006 $1,858.46 $1,790,909.69 0.84%
CO 007 $12,348.48 $1,803,258.17 1.54%
CO 008 $2,381.94 $1,805,640.11 1.67%
CO 009 $693.22 $1,806,333.33 1.71%
CO 010 ($78,709.60) $1,727,623.73 -2.72%
DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590
ClarloJietz
Engineering Quality of Life
Project No.: 18-ENG-008 L _
Description: Multi-Use Path-136th Street from Range Line Road to Stadium Drive
Type: Final Change Order
Summary: Final Change Order to close out PO
Change Order Description: Final Change Order to close out PO
Awarded Project Amount: $1,775,981.08
Authorized Project Amount: $1,806,333.33
Change Order Amount: ($78,709.60)
Revised Project Amount: $1,727,623.73
Quantity Changes:
Item No- Description Unit Unit Price _ Quantity Amount
3 INSPECTION HOLE,3 FT DEEP OR LESS EACH $ 500.63 3.00 $1,501.89
6 PAVEMENT REMOVAL SYS $ 23.36 -46.00 ($1,074.56)
8 CURB AND GUTTER,REMOVE LFT $ 11.81 -16.00 ($188.96)
9 SIDEWALK CONCRETE,REMOVE SYS $ 12.77 36.20 $462.27
12 EXCAVATION,COMMON CYS $ 62.94 10.00 $629.40
13 STORM WATER MANAGEMENT BUDGET DOL $ 1.00 -15,910.00 ($15,910.00)
15 TEMPORARY SHEET PILING SET $ 10.00 -1,570.00 ($45 700 00)
16 SUBGRADE TREATMENT(UNDISTRIBUTED) CYS $ 47.90 -500.00 ($23,950.00)
17 SUBGRADE TREATMENT,TYPE II SYS $ 18.13 -38.39 ($696.01)
19 SUBGRADE TREATMENT,TYPE IC SYS $ 29.12 -123.89 ($3,607.68)
20 B BORROW CYS $ 50.37 -123.89 ($6,240.34)
21 AGGREGATE FOR END BENT BACKFILL CYS $ 66.35 -0.80 ($53.08)
22 STRUCTURAL BACKFILL,TYPE 1 CYS $ 49.29 -64.98 ($3,202.86)
23 STRUCTURAL BACKFILL,TYPE 3 CYS $ 62.99 168.67 $10,624.52
24 COMPACTED AGGREGATE,NO.53 CYS $ 53.83 158.33 $8,522.90
25 COMPACTED AGGREGATE,NO.53 TEMPORARY FOR DRIVEWAYS TON $ 42.35 -13.01 ($550.97)
26 WIDENING WITH HMA,TYPE C TON ,$ 319.99 7.00 $2239.93
28 LIQUID ASPHALT SEALANT LFT $ 0.53 -775.00 ($410.75)
30 PCCP{CONCRETE CAP FOR CURB INSTALLED ADJACENT TO EX.PAVEMENT) SYS $ 27.93 -77.56 ($2,166.25)
31 FENCE,WOOD,RESET LET $ 47.25 23.00 $1,086.75
32 HMA FOR SIDEWALK TON $ 92.40 -14.43 ($1,333.33)
33 CURB RAMP,CONCRETE SYS $ 93.71 27.59 $2,585.46
34 DETECTABLE WARNING SURFACES SYS $ 224.48 1.33 $298.56
35 HAND RAIL,PEDESTRIAN LFT $ 184.80 - -5.25 ($970.20)
36 CURB,CONCRETE LFT $ 35.13 -0-00 ($140,52)
37 CURB AND GUTTER,CONCRETE,MODIFIED LFT $ 36.26 36.91 $1.338.36
38 PCCP FOR APPROACHES,8 IN. SYS $ 59.70 -15.13 ($903.26)
39 PCCP FOR APPROACHES,6 IN. SYS $ 54.30 -4.26 ($231.32)
41 RIPRAP,REVETMENT TON $ 41.51 42.30 $1,755.87
42 RIPRAP,UNIFORM TON $ 47.64 -26.00 ($1,238.64)
43 GEOTEXTILE FOR RIPRAP TYPE 1.4 SYS $ 2.89 -49.00 ($141.61)
47 WATER kGAL $ 1.05 -43.00 ($13.65)
48 TOPSOIL CYS $ 62.33 -137.00 ($8,53921)
49 SODDING,NURSERY SYS $ 3.15 91.20 $287.28
52 FIELD OFFICE,B MOS $ 2,967.94 -6.00 ($17,807.64)
53 TEST PILE,INDICATOR PRODUCTION LFT $ 97.04 -16.50 ($1,601.16)
55 PILE,STEEL PIPE,0.312 IN.,14 LFT $ 102.79 -3.10 ($318.65)
60 PIPE.TYPE 2,CIRCULAR,12 IN. LFT $ 55.01 -106.50 ($5,858.57)
61 PIPE,TYPE 2,CIRCULAR,18 IN. LFT $ 74.06 -16.00 ($1,184.96)
62 PIPE END BENT DRAIN,6 IN. LFT $ 8.65 15.72 $135.98
63 HMA FOR STRUCTURE INSTALLATION,TYPE C TON $ 341.25 2.00 $68250
64 VIDEO INSPECTION FOR PIPE LFT $ 3.05 -14300 ($436.15)
70 INLET,M10 EACH $ 2,683.74 1.00 $2,683.74
73 MANHOLE,C4 EACH $ 3,633-07 1.00 $3,633.07
79 TEMPORARY PAVEMENT MESSAGE MARKING,LANE INDICATION ARROW EACH $ 73.50 -3.00 ($220.50)
81 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT $ 1.58 -265.00 ($418.70)
82 DETOUR ROUTE MARKER ASSEMBLY EACH $ 73.50 1.00 $73.50
83 CONSTRUCTION SIGN,A EACH $ 178.50 3.00 $535.50
84 CONSTRUCTION SIGN,B EACH $ 105.00 -2.00 ($210.00)
86 BARRICADE,III-B LFT $ 10.50 -168.00 ($1,764.00)
95 SIGNAL CABLE,COPPER,20/8GA LFT $ 3.15 -2.50 ($7.88)
96 SIGNAL CABLE,COPPER,5C114GA LFT $ 2.42- -3.50 ($8.47)
100 LINE,PAINT,SOLID,YELLOW,8 IN. LET $ 3.68 -23.00 ($84.64)
101 LINE,PAINT,BROKEN,WHITE,4 IN_ LFT _$ 2.10 -10.00 ($21.00)
102 LINE,PAINT,SOLID,WHITE,4 IN. LFT $ 2.10 153.00 $321.30
DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590
103 LINE,PAINT,SOLID,YELLOW,4IN. LFT $ 2.10 -7.00 ($14.70)
104 LINE,REMOVE LFT $ 2.10 611.00 31,283.10
105 TRANSVERSE MAKRING,PAINT,CROSSWALK LINE,WHITE.24 IN. LFT $ 7.35 82.00 $602.70
106 TRANSVERSE MARKING,PAINT,CROSSHATCH LINE,YELLOW,12 IN. LFT $ 5.25 -6.00 ($31.50)
107 BORROW CYS $ 29.79 -113.00 ($3.366.27)
108 STRUCTURE,MANHOLE,RECONSTRUCT LFT $ 624,75 1.00 $624.75
122• ENGINEER'S CORRECTION(ROUNDING) DOL $ 1.00 -1,05 ($0.95)
($78,709.60)
Contractor Date
DocuSign Envelope ID:983A2733-FB76-403C-9632-32509CF3D590
CITY OF CAR:VIEL
CONTRACT CHANGE ORDER NO.: 10
DATE: 03/31/2020
PROJECT NAME: 18-ENG-08 MULTI-USE PATH ALONG 136Th ST.
FROM RANGELINE RD.TO STADIUM DR.
CITY REQ.NO.:
CITY PO NO.: 102757
CITY PO DATE:03/27/2019
1. You are directed to make the following changes in this Contract:
a. Sec Page 2 for all changes to contract
SCHEDULED ADJUSTMENT
ITEM AMOUNT (—)OR(-)DAYS
"See Page 2 for all changes to contract
II. The following referenced Documents further describe the changes outlined in Paragraph 1,and are to be considered a part of
this Change Order: R.F.P.: W.D.C. No.:
Other:Chan&e Order . 10
The changes result in the following adjustment of Contract Price and Contract Time:
Contract Price prior to this Change Order $ 1,806,333.33
Contract Price will be increased/decreased by this Change Order ($78,709.601
New Contract Price including this Change Order $ 1,727,623.73
Contract Time Prior to this Change Order N/A Days N/A Completion Date
Net increased/decreased resulting from this Change Order N/A Days
Current Contract Time including this Change Order N/A Days N/A 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 Approved:
Recommended Accepted:
C000usi9nea by
Clark Dietz,Inc. C414.0 H - LG). 11.-.r b,II lAr_
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9/2b6F8 lbUb431.
ENGINEER CONTRACTOR James Brainard,Mayor
8900 Keystone Crossing 4:"..51D Ro c tc y I I Rd
Address Address sisittary.Am Burke,Member
Suite 475
lav U4hav
`tb l°' WBtson,Member
Indianapolis,IN 46240 Ii`1 1°-"Ndisi,.. 1r.I
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By; ;�- f By: Uti2
ATTEST:
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Phone: 219 775-1427 Phone: -j`.r y.I�2>a \—fiR3ARQD7A9R44(O 5 O
Date:3 31 20 Date: �,ff�ov SUE WOLFGANG,CITY CLERK
7/15/2020