HomeMy WebLinkAboutChange_Order__1_-_Morphey_Construction,_Inc; ($155,527.56); 18-SW-23 Regional Detention; CO #1; Engineering DocuSign Envelope ID: 1A477E69-9680-4394-675E-DFCE2E5C2E9B
City of Carmel Project 18-SW-23 Regional
Detention-Added Scope Improvements
APPROVED
Change Order #1 Final By Jon Oberlender at 1 25 am,May 20,2021
Local Request scope changes and added work.
Contract Price prior to this Change Order $1,492,000.00
Contract Price will be increased by this Change Order $155,527.56
New Contract Price including this Change Order $1,647,527.56
Amount Adjusted Contract Cumulative%Change
Price from Original Contract
Original Contract $1,492,000.00 $1,492,000.00 N/A
CO1, Final $155,527.56 $1,647,527.56 10%
DocuSign Envelope ID: 1A477E69-9680-4394-675E-DFCE2E5C2E9B
CITY OF CARMEL
TO: Morphey Construction Inc. CONTRACT CHANGE ORDER NO.: I,FINAL
1499 N. Sherman Drive DATE:04/08/202 l
Indianapolis, IN 46201-15 15 PROJECT NAME: Regional Detention-Added Scope
CITY PROJECT NO.: tt18-SW-23
CITY PO NO,: $1102969
CITY PO DATE: 6/25/19
I. You are directed to make the following changes in this Contract:
Miscellaneous Project scope changes and additional work as directed locally.
SCHEDULED ADJUSTMENT
ITEM AMOUNT ( }OR{ - )DAYS
See Attached $ 155,527.56
* See detail of items and summary of changed costs in attached Table for items 1 through 119
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.: rt/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 $1,492,000.00
Contract Price will be increased by this Change Order $155,527.56
New Contract Price including this Change Order $1,647,527.56
Contract Time 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.
The Above Changes Are Recommended The Above Changes Are Accepted Approved
CROSSROAD ENGINEERS TO: Murphey Construction Inc. 5-an
ENGINEER CONTRACTOR JatWe's."Ta'inard,Mayor
3417 Sherman Drive 1499 N. Sherman Drive ITTl
Address Address Je Ka man,City Engineer
,ar
Beech Grove,IN 46107 Indianapolis,IN 46201-1515
City/State/Zip City/State/Zip vieMinBurke,Member
By: Let.nce.Stahlay By: 5tes1en p. itbrnartle Docusionea by
Effil Oidcnv
Phone: 3 17-780-1555 Phone: 317-356-9250 LoilraTsZ n,Member
Date: 4/10/202 1 Date: fffilZi ATTEST:
(045"
tirtrorkang.Clerk
Date: 6/2/2021
DocuSign Envelope ID: 1A477E69-9680-4394-B75E-DFCE2E5D2E9B
PROJECT NAME: Regional Detention -Added Scope
CONTRACT CHAN(iF:OR D FR NO,: 1.FINAL
Item Original . Actual
Description Unit Unit Price Original Amount r iiiall Ann U uint Os erUnder
Number Quantity Quantity
1 Mobilization and Demobilization IS 570,000 00 I 5 70,000 00 I 5 70,000 00 S -
2 Clearing Right of Way 1,5 $35,000 00 l S 35,000,00..... I 5 35,000.00 S
3 Construction Engineering LS $15,000 00 I 5 15,000.00 I S 15,000 00 S -
4 Excavation,Common CYD 540.00 680 -5 27,200.00 680 I 5 27,200.00 5 -
5 Borrow CYD 510.00 8570 5 85,700.00 2143 5 21,430 00 S (64,270 00)
6 Excavation X,Undistributed CYD- S150.00 10 S
1 1,500.00 0 5
- S (1,500 00)
7 SWQCP Preparation and
I,S 1 S 2,500.00 l 5 2,500 00
Implementation Level I 5.2,500.00 s
Storm Water Quality Managernern
8 DOI, 36250 S 36,25000 0 S
Budget $1.00 - S (36,25000)
9 Construction Fence CST $15.00 320 $ 4,800.00 331.3 S 4,969 50 S 169 50
Underground Deteni ion System,
10 I 1 5 159,947.4 I 1 S 159,947 41
Remove l'S 5159,947.41 5 -
II Ditch Dredging . ',FT 560.00 100 S 6,000.00 100 , 3 6,000 00 5 -
12 Subgrade'Ireatment,Type 1B SYD 510.00 1483 S 14,830.00 0 5 - S (14,830.00)
13 Subgrade Treatment(Undistributed) C YD 150 $ 13,500.00 22.8 5
$9000 2,052.00 $ (11,443 00).
14 Structure Backlill,Type I CYD 532.00 1268 $ 40,576.00 1378.82 S 44,122.24 5 3,546 24
-
15 ,Structure Backfill,Type'? CYD 557.00,.. 252 5 14,364.00 193 5 11,001.00 5 0,363.00)
- 6
Structure Backfill,type 2 CYD 5135.00,Removable
1 86 S 11,61000 128 $ 17.28()'()I) S 5,670.00 Flowable Fill- - -
17 Compacted Aggregate,No 53 Stone TON 530 S. I 1,660.00 702 54 5
$22,00 15'455 88 $ 3,795 88
18 Milling,Asphalt,I 1/2 in, SYD $15.00 402 S 6,030.00 779.84 5 11,697.60 S 5,667.60
19 LIMA Surface,Type'B',9.5 mm .TON $125 00 136 $ 17,000.00 I 152.43 5 19,053.75 I'S 2,053.75 I
20 IIMA Intermediate, rype'B', 19 0 mm TON
5125.00 164 5 20,500.00 140.79 S 17,598 75 s IL-,.,01 25,
-
21 PIMA Base,Type 73',25 0 mm TON $1.25.00 171' 5 21,375 00 270 5 33,75000 S 12,375 00
22 DMA Wedge and Level,Type B TON $125.00 34 S 4,250 00 0 5 - 5 (4,250.00)
23 Asphalt for Tack Coat TON i $500.00 I 5, 500 00 I S 500 00 S
- - -
. 24 PCCP Base,12 in. SYD 580.00 78 5 6,240.00 106.72 5 8,537,60 5 2,297 60
25 Sidewalk,Concrete,4" 'SYD 560 00 73 S 4,380 00 124 33 5 7,459.80 S 3,079 80
26 Curb Ramp,Concrete SYD 5310.004 10 $ 3,100.00 4 5 1,240.00 5 i I,860 00)
27 ADA Detectable Warning Pavers SFT 5S 60.00, 2 5 1,300.00 26 5 1,300 00 5 -
28 Concrete Curb,Barrier LET $70,00 725 5 50,750,00 681.4 5 47,698_00 S (3,052 00)
29 Concrete Curb,Barrier,Modified LTT S95 00 31 S 2,945 00 101 2 5 9,614 0)) 3 6,669 00
30 Curb and Outlier,Concrete,Depressed LET 481 S 20.683.00 426 7 I 5 18,348.10
543.00 5 i 2,334 90)
31 Curb arid Gutter,Concrete 1. 542.
F r
00 177 S 7,434.00 245 5 S 10,31 1.00 S ,,877.00
-
.__ _
Curb and Gutter,Concrete,Modified rr
,
32 1.. 147 S 8,820.00 139 7 S 8.382.00 •
with Concrete Cap 560.00 S (438001
33 Riprap,Revetment TON 590.00 226 S 20,340,00 "'6 3) S 20.375.10 5 35 10
34 Geotextil,e for Riprap SYD 54.00 301 5 1,204.00 168 16 5 672.64 S (531 36),
35 Erosion Control Blanket SYD 515,00 193 S 2,895.00 870.5 S 13,057 50 5 10,162 50
_
36 Seed Mixture,D IBS 5215,00 I 5 225 00 I S 225 00 5
37 Fenilzer or Permanent Seeding [ON $725.001 I 1 5 725.00 0.8 5 580.00 S I 145.00)
U d Mixture,
ee $4.25 497 S 2,1 12.25 450 5 1 91'50 S (199.75)
_ 3g Seed LBS 1 , ...
39 Mulching Material TON $400.00 5 5 2,000.00 1 4 ' 5 1,600.00 5 (400 001
40 Water KGAI 5500.00 I S 500,00 0 S - 5 (500.00)
4 1 Topsoil,Undistributed
CYD 545.00 2004 S 90.18000 50 S 2,250.00 1 5 (87,930.001
42 Sodding,Nursery SYD 527.00 141 5 3,807.00 346 5 9,342 00 IS 5,535 00
43 Field Office,B MOS 51,200.00 10 5 12,000.00 0 5 - S (12,000.001
, 44 Handrail _I,FT 5175.00 78 S 13,650.00 78 S 13,65000 5 . _
Siructure,Reinforced Concrete,Box
45 LET 68 S 108,81)0 00 5 108 800 00
Sections,7'x 9' 51,600 00 68 5 16 Temporary Pumparound LS 55,50000 I 5 5,500.00 1 $ 5.500 00 S
DocuSign Envelope ID: 1 A477E69-9680-4394-B75E-DFCE2E5D2E9B
PROJECT NAME: Regional Detention-Added Scope
CONTRACT CHANGE ORDER NO.: I.FINAL
hem - I Original ' Acta
Descilption Cnd [nil Price („Iryinal Amount Final Amount (her,Under
Number Quantity Quantity
-17 Pipe, type 4,Circular,6 in. LET 515.00 446 1 5 6,690.00 297 S 4,455 00 5 (2,235.00)
48 'Pipe, Type 2,Circular,12 in LET 555.00 79 S 4,345.00 43 8 S 2,409 00 S (1,936 00)
49 Pipe,Type 2,Circular,18 kn. LE 1 572.00 25 S 1,800.00 I 18.6 S 1,339 20 5 (46(180)
50 Pipe,Type 2,Circular,36 in. LET $110.00 292 5 32,120.00 254 6 5 28 006.00 1 S (4,114 00)
,
51 Pipe,Type 2,Circular,48 in I El $362 00, 13 $ 4,706.00 1125 S 4,072.50 $ (633 50)
52 Pipe,Type 2,Circular,54 in 1.F 1 5212.00 90 5 19,080.00 87 8 S 18,613 60 S (466 40)
53 Pipe,Type 2,Circular,66 in I LFT 5277.00 428 S t 18,556 00 399 5 110,523.00 5 (8,033.00)
54 Pipe,Type 2,Circular,72 in. LFT S467.00 16 ' S 7,472 00 13 , S 6,07400 S (1,401 00)
55 CMP Pipe Arch,42"x 29" 1,FT S205.00' 16 S 3,280.00 11 $ 2,255.00 S (1,025 00)
56 Video Inspection for Pipe Ill $I 25 934 S 1,167.50 71583 S 894 79 S (27271)
57 Modified Concrete Pipe Collar LS 53,000.00 1 S 3,000.00 I S 3,000 00 5 -
Pipe End Section,Precast Concrete,30 1
FA I 1,500.00 S 1,5 S 001./0
58 in. S 1,50000 I s
59 Casting,Adjust to Grade EA 51,000.00 2 5 2,000.00 I S 1,000 00 5 (1,000,00)
Sanitary Manhole,Adjust Casting to
60 EA 1 S 3,738 98 S
Grade 51,869,49 - 2 3,738.981 s
-
61 Utility Manhole,Furnish Casting and
F:A 1 S 2,542.07' 0 S
- 5 (2,)42.07)
Adjust to Grade $2,542.07
62 Inlet,E&Casting EA 52,356.71 I S 2,356.71 1 5 2,356.71 5 -
63 Inlet,F&Casting EA S2,387.65 I S 2,387.65 I S 2,387 63 S -
64 Inlet,1&Casting 1 EA $2,395.72: I 5 2,395.72 1 $ 2,395 72 S - I
65 Inlet,M&Casting EA 52,428.00 1 S 2,428.00 1 S 2,428.00 S
66 Manhole,C&Casting EA 53,706.39 1 5 3,706.39 I S 3,706 39 5 -
1 67 'Manhole D&Casting EA 55,796.19 3 S 17,388.57 3 S 17,388.57 5
68 Manhole,N&Casting EA $11,631.71 6 , 5 69,790.26 6 5 69,790 26, S
69 10"DI Restrained Water Main 1ST $DI I 50 S 1,155 50 0 S • S (4,155 50)
70 10"Connection Water Main EA $1,667.71 2 S 3,335.42 0 5 • 5 (3,335.42)
71 Aggregate for Underdrains 1 C YI) 5101.21 32 5 3,238.72 23.51 5 2,379.45 .5 (859 27)
72 Geotextile for Underdrains SYD S5 13' 347 S 1,780,I 1 , 249.15 S 1,278.14 $ (501 97)
1 73 Maintenance of Traffic LS 529,689.94 I $ 29,689.94 I 5 29,689 94 5 -
74 Road Closure Sign Assembly EA $500 00, 4 S 2,000.00 2 S 1,000 00 5 t 1,000.00)
75 Construction Sign,A EA 5200.00 2 5 400 00 3 5 600 00 S 200.00
76 Barricade 1118 LET 525.00 96 S 2,400 00 48 S 1,200.00 5 (6,200,00)1
Directional Boring,6.1 25"HDPE
77 LFT 495 S 19,800.00 S 18,400(10
conduits $40.00 460 S (1,400.00)
78 Directional Boring,3-1 25"111)11E
„ET 615 S 21,525.00 ,,
conduits S35.00, 49() ' 17°15()"() S (4,375.001
79 3'Diameter Utility I landholc ' EA 51,900.00 5 5 9,500.00 4 $ 7,600,00 5 (1,900.00)
0(i) Sign Posi,Square,I,Reinforced
Ell 52 ,Anchor Base S 14140 00 S 1 659 40 S 520.00 82 9761940
81 Sign,Sheet,Assembly,Relocate F-A 525.00 M1 5 225.00 0 5 , 5 (225 00)
82 Decorative Street Sign Assembly EA $1,900.00 2 S 3,800.00 2 S 3,8(70 00 S -
83 Sign,Sheet,with legend 0.080" , SET 520.00 35 25 5 705 00 69 93 S 1,398 60 5 693 60
Solar Powered Flashing Beacon 1 1
84 LS I S 3,9001 [ S 3.900.00
Assembly,Relocate 53,900.00 500.
85 Handhole,lighting EA S1,100.00 1 S 1,100.00 1 S 1,100.00 S -
Wire,#4 Copper in Plastic Duct in 1 ,
86 LIT S15 00'T 7,320.01) , S 4.770 ilI)rench,4 VC 488 S
318 S (2,550 00)
Wire,04 Copper in ET Plastic Duct in 1
87 I 720 00 s Conduit,4 1,C 520 00 36 $ $ 740 00 37 20 00
88 Conduit,Steel,Galvanized,2" LET $33 00 36 S 1,188 00 37 7 S 1.244 10 $ 56 tO
Existing Lightpole,Remove and 1
89 I k 1 S 1,100 00 S 1.10000 s
Salvage 1 5 1,100.00 I .
Light Pole,Ornamental,Remove and
90 Resei SI,250 00 I 5 1,25000 S I
Lighting Foundation,18"Diameter. 1,250 s 00
91 TA LA 3 S 4,800 CO' S 4,800 00
Concrete,with Ground 1 51,600 00 3 5 -
DocuSign Envelope ID: 1A477E69-9680-4394-B75E-DFCE2E5D2E9B
PROJECT NAME: Regional Detention-Added Scope
CONTRACT CliANGE ORDER NO.: I,FINAL
It,,,n, 1 Outimal Actual 1
Descrintton nit l'iiii Pnee ., Original.-lmount Irmal Amount (her 1 ncler
Number crummy QUM1(11).
,.. -....1........
Lighting Foundation,30''Diameter,
, 92 FA 1 S 2,000.00 S 2,0
with G 00 00 S Concrele, round 57,0(k)00 I .
93 Light Pole,15 Height,Ornamental EA I $6,500.00 3 S 1 9,500 00 3 S 19,500 00 5 -—
94 4"Inncrrduct with 4 x 1"Innerducts I LET 535 00 1 75 5 6,125 00 171 21 S 5,992,35 $ )13265)
95 4"PVC,Schedule 80 ITT 1 535 00 175 $ 6,125.00 171 21 5 5,992 35 5 1132.651
Transverse Marking, r hermoplastic,
96 1.ri 288 24.00 S 288 00 s
, Stop Bar,24" S12.00 24 S
_
'Transverse Marking,Thermoplastic,
97 LE I 105 5 525 00 5 395 10
Parking Line,White,4'
$5.00 I 79.02 5 4 129 9(1)
Transverse Marking, Ihermoplastic. I
98 LET 9-1 5 28100 5 138 90
Crosswalk Line,White,6"
53.00, 36 3 .5 (143 10)
1
99 ILine,Thermoplastic,Solid,Yellow,4" ITT' 1,088.00 453 4 S 906 80
52,00 544 $ ' $ 081 201
- 100 Sanitary Lateral,6 IN.(Undistributed) LET
593 23 216 S 20.137.6 s$ 19,764 76
212 1372 92)
1 01 Sanitary Lateral Connection
' LA il S 8,823 12 $ 8,823.12
(Undistributed) 3735 2 '
6 - 12 S .
tinge Orders 3 . S
---r
102 Miscellaneous Added Work Items for I
S 25 546
Carmel Comm. LS $,5,546.19 1 I ' 19 5 25,546.09
-
103 Duke Vault LS 57,561.12 I I S 7,561 12 S 7 561 1/
, -
104 Remobilzation for Utility Delays ES $8,587 17 1 5 8,587.17 5 8,587 17
—
CSU for Carmel Corn.Utility I
105 LS I 3 55 794,90 .
Relocation S55,794.90 ' S 55,794 90
. -
106 Structure 17 Lid Adjustment LS 52,501.91 1 I 5 2,501 91 S 2,501.91
— —107 -Subgrade Treatment,Type II SYD 514 1 103 S.71 148316,225 13 IS 16,225 13
108 Geogrid SYD- 35.97 704 704 S 4,202 88 5 4,202.88
- -
109 Concrete Cap over Watennain LS 54,841 30 1 I S 4,841 30 '3 4,841,30
_ —
I 10 Curb Removal LS S5,670.32 I I 1 S 5,670.32 S 5,670,32
-_ -
I 11 Crosswalk Concrete LS S11,910.67, I 1 3 11,910.67 S 11,910.67
112 Crosswalk Pavers LS 59,354.72 I - 1 S 9,354 72 S 9,354 72
I 13 Additional Storm Structure LS 55,245.53 I 1 1 S 5,245.53 S 5,245,53
.. —
_
I 14 Borrow-October LS 537,830 20 I I 5 37,830 20 S 37,830 20
-
II, Additional Inlets EA 57,000 00 3 4 5 28,000 00 S 28,000.00
1 16 Raised Crosswalk Pavement Marking EA -, , 1,107 04
S553 52 2 2 S 1,107.04
1 17 Borrow-November LS 5141,783.30 I 1 S 141^783.30 S 141, .783 30
_ —
, -
9721 Sycamore Ditch&Restoration
I 18 ES I S 2,808.00
Work 52,808.00 I S 2.808,00
1 19 Borrow-January Final IS ' 515,951.44 1 I 1 s
....
15,951 44 S 15,951 44
TOTAL OF CHANG#OROER ITEMS $I,492,000 $1
.40
,647,527.56 $155,527.56
3155.527.56
ORIGINAL CONTRACT PRICE 31,492,000 00
CI IANGE ORDER,#1 3155,527.56
NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS S1,647.527 56