HomeMy WebLinkAboutChange_Order_1,_Final_-_Harding_Group_20-08_Harding Group; ($2,891.14); 20-ENG-08 Monon Green Boulevard; CO #1, Final; Jeremy Kashman, Director of the Department of Engineering DocuSign Envelope ID: 15E0B74B-OFAA-491E-A7BC-00BB8A086FBF
City of Ii1armel Project 20-08 By Sergey Grochukhib at 3:37 prn,Jarre II,2022
Monon Green Boulevard
CHANGE ORDER #1, FINAL
Balancing/Reconciliation for Pay Items 1 through 53
Contract Price prior to this Change Order $254,275.50
Contract Price will be increased/decreased by this Change Order $2,891.14
New Contract Price including this Change Order $257,166.64
Amount Adjusted Contract Cumulative %
Price Change from Original
Contract
Original Contract $254,275.50 $0.00 N/A
C01, Final $257,166.64 $2,891.14 1.0%
DocuSign Envelope ID: 15E0B74B-OFAA-491E-A7BC-00BB8A086FBF
I f
CITY OF CARMEL
TO: Harding Group CONTRACT CHANGE ORDER NO.:01,FINAL
2916 Kentucky Avenue. DATE:01/10/22
Indianapolis,IN 46221 PROJECT NAME:20-08 Monon Green Boulevard
CITY REQ.NO,:N/A
CITY PO NO.: 104643
CITY PO DATE: 12/08/21
1. 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 ADJUSTMENT
LLkM AMOUNT (+l OR(-}DAYS
'See detail of items and summary of changed costs in attached Table
TOTAL OF CHANGE ORDER ITEMS $2,891.14 109 Days
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!aW.D.C.NO.: n/a
Other:_By Request from the City of Carmel per proposals included herein
The changes result in the following adjustment of Contract Price and Contract Time:
Contract.Price prior to this Change Order $ 254,275.50
Contract Price will he increased by this Change Order S 2,891.14
New Contract Price including this Change Order $257.166.64
Contract Time prior to this Change Order 60 Days 6/11/2021 Completion Date
Net increased resulting from this Change Order 109 Days
Current Contract Time including this Change Order 9/28/2021 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
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9725EF8218D6441_.
CROSSROAD ENGINEERS Harding Group James Brainard, o�Ma ENGINEER CONTRACTOR
115 N 17th Street 2916 Kentucky Avenue emy shoran,City Engineer
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Address Itto Qua 13Ac
Beech Grove.IN 46107 Indianapolis,_IN 46221 '-MaryaAnn4Burke,Member
City/State/Zip ,-DOe,S9nedby Cit
Y P City/State/Zip ��Ao� 03495bu
By: Lance Stanley oriz2Watson,Member
y�Manceitcei S t n l,,y By:/1al-KC�raS T ATTEST. DocuSigned by
c te,y 5 Wks
Phone: 317-780-1555 P one: 317-849-9666 Sue Wol 3.rititk44G5_
Date: 1/10/2022 1/ 9 2022
Date: (1J'Z�. Date:
DocuSign Envelope ID: 15E0B74B-OFAA-491E-A7BC-00BB8A086FBF
20-08 Almon Green Boulevard
I
CI I A NGE ORDER HI TABLE.
Item" Original Original Final
Description Unit Unit Price Final Amount Over/Under
Na._ Quantity Amount �uantity
I MOBIL VAT ION AND DEMOBILIZATION LS SI9,860.00 I S 19,860.00 I S 19,860.00 S
2 CLEARING RlGUl OF WAY LS S4,162.00'' I 5 4,162.00 1 S 4,162.00 S -
3 CONSTRUCTION ENGINEERING LS $3,915.00 I S 3,915.00 1 S 3,915.00 S
4 EXCAVATION,COMMON CYF) S36.00 477 S 17,172.00 464 S 16,704.00 S (468.00)
5 STORM WATER QUALITY MANAGEMENT BUDGET D01. $1.00 14,075 5 1 1,075.00 14075 S 14,075 00 S
6 SUBGRADE TREATMENT,TYPE IC SYD S22.50 1131 S 25,447.50 1131.37 5 25 455.83 5 8.32
I 7 STRUCTURE BACKFII.L,TYPE;2 CY13 S52.50 108 S 5,670.00 96.8 S 5,082 00 S (588.00)
8 COMPACTED AGGREGATE,NO.53 CYS S53,00 216 S 11,448.00 232.67 5 12,331.51 5 883.51
9 MILLING,ASPFIALI',1.5"((JNL)IS I'RIBITI"I:°D) SYD $6.00 127 S 762.00 346.32 5 2,077.92 $ 1,315.92
10 QC./QA IlMA,2,64,SURFACE,9.5MM TON S81.00 136 I S 11,016.00 158 S 12,79800' $S 1,782.00 ,
11 QC/QA HMA,2,64,INTERMEDIATE,19.0iMM TON S72.00 98 S 7,056.00 97,74 S 7,037.2.8 S (18.72)
12 QCIQA DMA,2,64,BASE 25.0 MM TON 561.00 117 S 7,137.00 146.62 S 8,943.82 S 1,806.82
13 ASPHAI:F FOR TACK COAT TON SI,008.00 I S 1,008.00 0.5 S 504.00 S (504.00
14 PCCP FOR APPROACIIES,6 IN SYS S62.50 194 S 12,125.00 162.13 S 10,133.13 S (1,991.88)
15 DRIVABLE GRASS SET S0.00 156 S S S
16 CONCRETE CURLS,BARRIER LFT S27,50 257 S 7,067.50 249.4 S 6,858.50 5 (209.00) ,
17 CURB AND GUTTER,CONCRETE,DEPRESSED LIT 529.00 298 S 8,642.00 283.4 S 8,218,60 S (423.40)
V 8 CURB AND GU I I IR,CONCRETE LEI' S35.25 134 $ 4,723,50 153.2 5 5,400.30 S 676.80
19 ROLL CURB,MODIFIED LET S61.50 35 $ 2,152,50 33.4 S 2,054.10 S (98.40)
20 FIELD OF4"10E,13 MOS 52,450.00 3 S 7,350.00 1.5 5 3,675.00 5 (3,675.00)
21 0FE10EEQUIPMENT EA S900,00 I S 900.00 I S 90000 S -
22 PIPE.,TYPE 2,CIRCULAR,6 IN. LFT S30.00 36 $ 1,080,00 21 S 630.00 S (450.00)
2'3 PIPE,RCP,CIRCULAR,12" LET S28.50, 217 $ 6,184.50 192 S 5,472.00 S (712.50)
24 ADJUST TO GRADE,VALVE BOX EA $300,00, 1 $ 300.00 5 S (300,00)
25 MIANIIOLI:,,C5 EA S2,450.00 I S 2,450.00 I S 2,450.00 5 -
26 MECHANICALLY CORE EXISTING STRUCTURE EA S I,050.001 2 $ 2„1.00.00 I S 1,050.00 5 (I,050.00)
.
27 CASTING,ADJUS.ITOGRADE EA $575.00 3 $ 1,725.00 3 S 1,725.00 S - t'
SANITARY MANHOLE,ADJUST CASTING TO
$ 1,650 00
GRADE EA S825.00 2 3 S 2,475.00 S 825.00
29 INLET,J10 EA S2„250.00 1 $ 2,250.00 I S 2,250,00 S -
30 INI I:T,J WI R-3290 IA S2,220.00 2 $ 4,440.00 2 S 4,440.00 S -
31 -INLET,M W/R-3290 EA S2,550.00 I 5 2,550.00 I S 2,550.00 $
32 INLET,1315,MODIFIED EA 53,650.00 1 $ 3,650.00 1 S 3,650.00 5 -
33 ROAD CLOSURE SIGN ASSEMBLY EA $225.00, 4 $ 900.00 6 S 1,350.00 S 450.00
34 CONSTRUCTION SIGN,A EA S 185.00 4 $ 740.00 9 $ 1,665.00 5 925.00
35 MAINTAINING TRAFFIC I.S S2,900.00 1 $ 2,900.00 1 S 2,900.00 S
36 BARRICADE,111-B LET S13.50 80 $ 1,080.00 144 S 1,944.00 S 864.00
37 .00
SIGN POST,SQUARE,1,REINFORCED ANCHOR
5 57222 21 S 546.00 $ (26.00 BASE LE I` $26,00
38 ,SIGN SHEET,WITH LEGEND,GI:ND,0.080 IN SI I° $31.00' 17 S 527.00 16.5 S 511,50 $ (15.50)
I 39 CONDLJFT,PVC,SCHEDULE 80,4",131.ANK LFT S26.00 30 S 780.00 30 $ 780 00 5
'CONDUIT,PVC,SCHEDULE 80,4" 3-1 25"
I 40 INNERDUCT LET S42.00, 30 $ 1,260.00 30 S 1,260.00 S
I 41 BULK 2 SERIES IIANDIIOI.E TYPE I EA $1,805.001 2 $ 3,610.00 2 S 3,610.00 S
42 BULK 4 SERIES IIANDI IOI-E TYPE I EA $2,061.00 I $ 2,061.00 I S 2,061.00 S -
43 CONDUIT,IIDPE, 1.25 IN LET $6.20, 730 S 4,526.00 702.E S 4,357.36 S (168,64)
WIRE,NC).4 COPPER,4 LC IN PLASTIC DUCT IN
44 TRENCI I LE I $18.60 200 5 3,720.00 175 $ 3,255 00 $ (465.00)
LIGIITING FOUNDATION,CONCRETE,WITH
45 GROUND, 18'DIA.A72" EA S1,185.00 3 s 3,555.00 2 5 2,3701)0 S (1,18.5,00)
TRANSVERSE MARKING,TIIERMOPI.ASTIC, ,
46 CROSSWALK LINE,WIIIFE,24IN. III $10,00 48 S 480.00 O 5 S (480.00)
47 LIGI IT POLE,15'IIEIGI IT,ORNAMENTAL EA S7,980,00 2 S 15,960.00 2 S 15,960,00 $
48 STREET LIGHT RESET EA S1,290,00 I S 1,290.00 I 15 1,290.00 S -
49 PARKING LINE,WHITE 4 IN. LFT' S3.00 53 -, S 159.00 45.6 S 136.80 S (22.20) I
50 I.1NE,THERMOPLASTIC,SOLID YELLOW,OW,4 IN. Ll`"F S I.30 740 $ 962.00' 770 S 1,001.00 S 39.00
TRANSVERSE MARKING "1"IIERMOPLAS'TIC,
51 $ 125.00
5 S 9,000 00
CROSSWALK LINE,WHITE,6IN. LIT52.50 50 46.8 S I17.00 S (8.00)
5 BOLLARD T:A SI,BDo.DO 5 $ 9,00GAq S
53 ADDITIONAL.WORK DOL S6,I74.00 0 $ - 1 S 6,174.00 I S 6,174.00
TOTAL.OF CHANGE ORDER ITEMS $ 2,101.14
DocuSign Envelope ID: 15E0B74B-OFAA-491E-A7BC-00BB8A086FBF
20-08 NIonon Green Boulevard
CHANGE ORDER#1 TABLE
Unit Unit Price
Reit . . Original Original Final
Description Final Amount OverfUnder
No. Quantity Amount Quantity
CONTRAC r PRICE PRIOR-10 CHANGE ORDER S 254,275 50
CHANGE ORDER#1,FINAL S 2,891 14
NEW CONTRACT AMOUNT INCH RANO APPROVED CHANGE ORDERS S 257,166.64