HomeMy WebLinkAboutChange_Order__2_-_White_Construction,_Inc; (-$485,635.54); 16-ENG-22 & 16-ENG-32 - Monon Boulevard – Phase 1; CO #2; Engineering DocuSign Envelope ID:521DC10B-8603-42A0-BE36-A82B7D63A91A
AP' OVED
City of Carmel Project 16-ENG-22 & 16-ENG-32
Monon Boulevard- Phase 1
CHANGE ORDER #2, FINAL
Change order represents final agreed upon quantities and amounts for both PO 100686 and
100687.
Contract Price prior to this Change Order $7,571,901,09
Contract Price will be decreased by this Change Order $485,635.5,1
New Contract Price including this Change Order $7,086,265,55
Cumulative%
PO-100686 PO-100687 Contract Price Change from
Original Contract
Original Contract $5,746,000.00 $1,250,000.00 $6,996,000 N/A
Change Order 1 L_$575,901.09 $7,571,901.09 8%
Change Order 2 ($485,635.54) -6.9%
Adjusted Amount $5,836,265.55 $7,086,265,55
DocuSign Envelope ID:521DC10B-8603-42A0-BE36-A82B7D63A91A
CITY OF('ARMEL
TO: White Construction.Inc. CON I RACT CHANGE,ORDER NO.:2.FINAL
3900 E.White Avenue DATE:9/3/2021
Clinton.IN 47842 PROJEC I"NAME: I6-ENG-22 and I 6-ENG-32 Morton Boulevard Phase
CITY REQ.NO.:
CITY POND.: 100686
CITY PO FM IT: 8/28/17
I. You are directed to make the tbllowing changes in this Contract:
Add additional items items due to modifications in the field and requests from Carmel Utility Departments.
SCHEDULED ADJUS'MEN
ITEM AMOUNT I')OR - I DAYS
+See detail of items and summary of changed costs in attached Table
FOTAL OF CHANGE ORDER ITEMS -S485,635.54 218 Days
II. The following referenced Documents further describe the changes outlined in Paragraph!.
and are to he considered a part of this Change Order: R.E.P.: W.D.C.NO.: n/a
Other: By Request from the City or Carmel ner proposals included herein
The changes result in the following adjustment of Contract Price and Contract rime:
Contract Price prior to this Change Order S7.571,901.09
Contract Price will be increased by this Change Order a:0105,a)
New Contract Price including this Change Order S7.086.265.55
Contract Time prior to this Change Order 578 Days 12/31/2019 Completion Date
Net increased resulting from this Change Order 218 Days
Current Contract Time including this Change Order 8/5/2020 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
Not Present
CROSSROAD ENGINEERS White Construction. Inc. James Brainard.Mayor
ENGINEER CONTRACTOR
3417 Sherman Drive 3900 E.White Avenue • gshan.City Kincer
Address Address ha&6urf(t,
Beech Grove,IN 46 107 Clinton.IN 47842 -,;;;VZZITrirke.Member
City/State/Zip City/State/Zip Lori Watsai
Ap0100C098B434.
John _• 1,ori Watson, Member
LamiceJ Stcatley Wischmeyer
A I I D.“.Sig"d by:
Phone: 317-780- 555 Phone: 574-875-5183 (0•1-C-ro
683,r,9D7A9!44C5
Sue lerk
Date: 9/3/202 1 0,w, 09/09/2021 Date:
DocuSign Envelope ID:521 DC10B-8B03-42A0-BE36-A82B7D63A91A
I6-F N(i-22& I6-ENG•32 Morton Boulevard Phase I
(`II,INCE ORDER N2/FINA1. TABLE
Omount 'Qu .m__...m.._m._-
Item Original Original Final
Description Unit l'tit Pare Final:\mount (her/(°rider
Nu. uanrin' anti r5'
I Construction Engineering LS 5 350,0017,00 1 S 350,000.00 1 S 350,000.00 I S -
1 I Mobilization and Dernolrlitation I°S S 350,000 00 1 S 350,00000 1 S 350000,00 5 -
Clearing of Right ofWay I..S S 25(I000.00 1 S 2502100 00 I 5 250000((Y S -
1 Excavation,Conunon CYD S 3500 6560 S 229,600.00 6622.5 S 231,787 50 S 2,187 50
5 SWQCP Preparation and Implementation,Level 1 LS $ 5,000.00 1 S 5,000.00 1 5 5,000.00, 5 -
6 Slum Water Quality Management Iludger DOL S 1,00 17542 S 17,542.00 2510.51 S 2,510..51 S (15,031.19)
7 Subgradc Treatutcnl,Type IC SYS S 35,00 I 220 S 7,700.00 0 S q S (7,700.00)
8 Subgrade Treatment,Type II IUndisanbutcd) SYS S 12.50 1753 S 21,912.50 766.42 S 9,580 25 S (12,332_25i
9 Structural lIacklilll,Type II CYO S 55.00 542.4 5 29,832.00 389.67 S 21,431,85 S (8,400.15)
10 Yon-Woven()coward.: SYS S 2 00 916 S 1,812,00 620,41 S 1.240.82 S (591.18)
I I Compacted Aggregate,No.53 TON S 10.00 2147 S 85,880.00 2891.27 S 1 15,650.80 S -''9.770.80
12 Geugrid,Non-Permeable SYS 5 1.00- 2093 S 8,372.00 2758.73 S 1 1,031.92 S.... 2,662.92
13 HSL\Surface,Type 9.5 mn1 TON[5 150.00 le $ 2,700.00 26.15 S 3,922 50 5 1,222.50
11 IISLI Intermediate,Typc'13`,19.0 mm TON S 110.00 20 $ 2,800.00 14.98 S 2,097.20 S (702.80)
15 1FMA Base, Cypc'13',25.0nun TOY S 13000 39 $ 5,070.00 5033 S 6,5.12.90 S 1,172.90
1.6 Asphalt For'lack Coat '',TOY S 500.00 1 S 500.00 06 S 300.00 S (200,001
17 PCCP,12in.,Hand. SYS S 350.00 17 S 5,950°00, 13.75 $ 4,812.50 S (11,137 501
18 PCCP,9in" SYS S 130.00 , 2093 S 272,090.00 1919.13 S 2.19,18690 S (.22,603,10)
19 PCCP,6 in. SYS S 90.00 552 S -19,6811°00 577.9 S 52,011.00 S 2,331.00
20 DELETED 5YSS W - 0 S
21 Pavers,Type l 5FT 5 22,00 22166 5 -187,652-00 20082.01. S -141,804.22I S (15,817.78)
22 Pavers,Type 2 SEE 5 21.00 15801 5 331,821.00 14696.38 $ 308,623.98 'S (.23,197.021
23 Pavers,Type 3 SET S .35.00 4282 S 149,870.00 393884 S 137.859.10 I S I.12,010.60)
24 Pavers,Type.4 SFC S 28.00 388 5 10,864.00 362.02 S 10,136.56 5 (727.44)
25 Pavers,Type$ SF1- 5 31.00 303 S 10,302,00 303.1 S 10„305,10 S 3.40
26 Pavers,Type 6 SFI" S 2.8.00 1592 S 14,576.00 1499,63 S 41,989.64 S (2,58636)
27 Pavers,Type 7 SFr !!!!!.S 2100 51 $ 1.224.00 32 5 768.00 S (456.00)
28 Pavers,Type 8 EA S 33.00 120 5 3,960.00 120 5 3,960 00 5
29 Pavers,Type 9 SEE S 18.99 5600 S 106,341.00 5104 S 96,924 96 S (9,41904)
.30 Pavers,"Type 10 SFI S 19.00 2.38. r S 1,522 U0 218 S 4,142.UO 5 (380,00)
31 Pavers,Type 8,Attic Stock EA S 45.00 l2 5 510.00 0 S - S 1540 00)
32 Paver,Edge Restraint 1LEF S 10.00 1036 S 10,360.00 1056.87 S I0,5611741 5 208,70
33 Sidewalk Concrete SYS S I1000 1739 15 191,290.00 0 S 5 1 191,290 00,1
14 Curb Ramp,Concrete SYS S 200.00 20 $.... 4,000.00 10.7 S 2,1 10.00 S (1.860.00)
35 Curb,Granite,12"Wide,Type I LET S 175.00 1243 S 155,37505 0 1143 5 S 112,937.50 S (12,437.591
36 Curb,Granite,12"Wide,Type 2 LEI' S 100.00 582 5 58,20000 518.7 S 5I,87000 5 (6,330.00)
37 Curb,Grande,6"Wide,Type l I.F. S 1,00.00I 1285 S 1128,50000 1140.195 S 11.1,019.50 5 (14,480.50)
38 Curb,Granite,6"Wide,Typo 2 LIT S 75.00 25 S 1,875.00 30 5 2,250.00 S 375.00
39 Curb,Concrelc LET S 10.00 144 5 5,760.00 150.4 S 6,016.00 S 256.00
10 Curb&Gutter,Concrete.Type l l LFI° S 45.0(1 98 5 4,410.00 133..35 S 6,000.75 S 1,590,75
11 \Iobilitalion&Demobilization Mr Seeding EA 5 I00000 1 S 1,000 00 I '..S 1,00000 S
)2) Topsoil'.Amended-Planting Sod"Type:\ CYD $ 75.1)0 815 S 64.125,00 849.95 S 63,716.25 $ 2,621.25
_.. 43 Topsoil,Amended-Planting Soil Type El CYD S 8(1.00 9a3 S 78,640.00 593.01 5 -17,1.10.80 $ (31,199.20)
.14 13-3olaow CYD S 50.00 188 S 9.40000,..._ 0 5... - S (9.100110)
45 Topsoil,Suspended Pavement Assembly I'SOT S 30.00 6880 S 206,40000 4240.82 S 127,224.60 S (79,175.40)
16 Topsoil,Stnlclural ..CYD 5 90.00 72 ...,5 6,480,00 139,67 S I_'„570.30 S 6,090.3.0
47 Sodding,Nursery SYS S 5.110 1210 S 6.050.00 775.a S 3,879.00 S (2,1 7100)
48 Mulch Hardwood Shredded Hark CYD 5 8000 45 S 3,600 00 30 S 2.40000 S (I.200.00)
49 Mulch,Stone SFr S 10.00 575 S 5,750 00 450 S 4,500.00 5 11,250 00)
,_._._.._.. r 50,000.00 S
50 free Grate,'I)pcI EA S 2,50(1,UU 21 5 52,5000(l 20 S12,500.00)
51 'Tree Grate,T •7 E"\ S 3 S 7,500.00 S -'',50000 Type- _.500.00 2 5 S,OOO O() -,
52. Plant,Deciduous Slinib,5 Gallon EA S 65.01)I 61 S 3,965 00-. 46 S 2,990S(4 5 (975.00p1
53 Plant,Deciduous Tree,Single Stem,3"Cal. EA S 540°00 39 S 21.060110 39 Si 21,060(10 S
54, Plum,Deciduous Tree,Single Steno 2-5"Cal. EA S 525.01V 17 S 8,925 001 1S S 7,875 00 5 (1,050 001
55 Platt,Deciduous Tree,Mulu-Stern,0 III FA I S 25000 5 S 1,25000 5 S 1,25000 S
56 Plans,Perennial,Gallon FA S 15.00 2058 S 30,870,00 858 5 12,87O,00 S (18.000001
57 Irrigation System 1..5 5 85,000.000 1 S 85,000.00 1 S 85,000..000 S - I
58 Field Office MO S 1,500.00 10 5 15,000.00 0 S - 5 (15,000.00I'
59 ...,.,. Field Orrice Equipment MO S 200,00 10 S 2,00000 a 775 S 1.755 00 S (2.15.00)',
60 Pipe,Ty 4,C ircular,4 in,IIDPE LET $ 10.00 891 S 8,91000 866.5 S 8,665.00 5 1245.00)'..
61 Pipe,type 2,Circular,I in,IIDIE „,'LET S 10.00 73 S 7311.00 105 I S 1,05(I.00 S .32000 '...
62 Pipe,Type 4,Circular,6 in,.IIDPL 'LFI S 15.00 484 5 7,260.00 563.8 I S 8,457.00 5 I,19700
li3 Pipe,Type 2,Circular,6 in,lIDPI3 LIT 5 15,)11) 209 S .3,135,00 229.7 S .3.445°50 S 310.50
64 Pipe,'Type 4,Circular,8 in,HDPR I.EI S 2(1.00 246 S 1,92000 335 S 6,700.00 5 1.780 00
65 Pipe,Type 4,Circular,10 in.III)PE LET S '5.00 177 S 1,125.00 182 5 1,550.00 5 125..1)0
66 Pipe,Tyre 2,Circular,10 in,HOPE LIT $ 25.00 53 S 1,325,00 14398 $ 3,599,50 S 2,27-I 50
67 Pipe,Type I1c 2,Circular,12 in,RCP LEI S 60.00 103 S 18,180.00 144 5 S 8,67000 S 19.51000)
68. Pipe,Type 2,Circular.15 in,RCP I-UT S .0.00 49, 53,13000 a S - 5 13,13000)
69''.. Pipe,Type 2,Circular,18 in,RCP I Er S 8500 207 S 17,595.00 198..5 S 16,872.50 S 1722 50)'..
70 Pipe,Type 2,Circular,21 in,RCP LF"I' S 95.00 140 , 5 1 3,30000 89 S 8..155.00 S 11,81500)
71 Pipe,Type 2,Circular,30 in,RCP 1,11 5 125.(10 84 S 10,500 00 76 S 9,500 00 5 113100 00)
DocuSign Envelope ID:521 DC1 OB-8B03-42A0-BE36-A82B7D63A91A
14-F.\G-22& I6-E\'G-32..\lonon Boulevard Phase I
(RA\(:F:OR1)E:R 01/FI\AI. TAME
Item Original Original Final
1)estriptton Unit I nit Price Final Amount Oycril nder
No. Quantity Amount 1 uan5ty
72 Manhole,C.-2 EA S 1,00000 2 S 8,000.00 I S -I000,00 S 14,000 004
73 Manhole, C-4 EA S 3,50000 8 S 28,000.00 9 S 11,500 00 S 3,50000
74 Manhole,]-1 ..... EA S 5,00000 `.. 5 5,000.00 t S 5,000.00 S - �.
75 \lanholr,K-I EA S I,50000 1 5...... 6,50000 1 S 6,50000 S
76 Inlet,E-7 EA S 2,250.00 5 S 11,250,00 5 S 11,250.00 S -
77 Inlet,G-7 ,EA 5 3,25000 1 S 3,250 00-- 1 S 3,250.00 5 -
.,,,...:.., .78 fnlet,l-l0 F:,\ '..S 2,750.00 3 5 6,250.00 3 S 8.25000 5 79 \yloplas,Drain Basin,18°" LA S 1.80000 3 S 5,100.00 I 5 7,20000 ':S 1,800.00
80 \yloplasl Drain Basil',21" EA S 2,000 00 2 S I,01)0.00 2 5 4,000 00 5 .,
81 Overflow(-lennout EA $ 400.00 5 5 2000.00 5 S 2,000 00 5
82 Underdrain Clcanout EA 5 600 00 1. . .8 S 1,600.01).... 10 S 6,000 00 5 1,200,00
r 83 Existing Structure Cnnncctinn EA S 1,2.50.00 I 4 5 5,0U0.00 4 S 5000,00 S
84 Geote.xWes for Permeable Paver Trench SYS 5 200 747 5 (.494.00 1372.46 5 2,744.92 5 1,250.92
85 Aggregate for Permeable Pacer Trench,No.2,Washed CYD 5 65 00 367.7 S 23.900.50 417.46 S 26,809,90 S 2,909.40
86 Geotextiles lot 4"Silva Cell llnderdrain SYS S 2 00 397 5 794.00 500.04 5 1000.08 S 206.08
87 Aggregate for 4'Silva Cell Underdrain,Washed CYD S 75 00 98 S 7,350.00 89.14 5 6,685 50 5 1664.50)
88 Stormsewer Casting,Adjust To Grade EA S 750 00 1 5 750.00 11.5 5 8,025.00 5 7,875.00
89 Structure Bond EA $ 95000 12 ' $ 11,100,00 0 $ - S (II,40000)
90 12"Ductile Iron Water Slain LET 5 75.00 12o0 S 90,000.00 1406.5 5. 82,987 50 S (7,012.501
91 Structure Backlill,Water Stain CYS 5 60,00 600 S 36,000.00 666.07 5 39,96.1 20 5 3,964.20
92 12"Gate Valve FA 5 2,900.(10 8 S 23,200.00 7 5 20,300.00 5 122.,900.00)
9.3 Complete hydrant Assembly FA $ 5,600 0(1 5 5 28,000 00 5 5 28.000.00 5 -
91 8"Connection EA 8 4,500.00 2 5 9,000.00 1 5 1,500 00 5 1.4.500,00)
I 95 12"Connection _.... EA S 4,250.00 3 S 12,75000..... 3.„„„„„„,.. 5 12,750.00 S
96 long Side Service EA $ 3,250.00 1 S 3,250.00 2 5 6,500,00 S 3,250.00
97 Water Valve,Adjust to Grade EA 5 250.00 6 S 1,500.00 3 5 750 00 5 1750,00)
96' Meier Pit,Adjust 10 Grade EA S 450 00 1 -- $ 450 00 0 S 5 1450,00)
T
99 Meier Pit,Replace(Undistribulcd) EA S 1,75000 2 S 3,500,00 0 S - S (3,500
100 Line Stop 12"{Undistributed) EA S 6,0110 00 2 S 12,000 00 0 S S (12,000.00)
101 Line Stop 8"{Undistnbutcd) 13,1 S 1,000.00 1 2 S 8,000.00 0 S - S (8,000.00)
U.102 Line Stop 6"(Undistributed) EA S 3,500.00 2 5 7,000.00 0 5 ) 5..... 1,7,000 00)
103 El Valve 12"(Undistributed).... EA S 10,000.00 2 S 20;000.00 0 S - S (20,000.001
IM E"T.Valve 8"(Undistributed) EA S 8,000.00 2 5 16,000.00 0 S S 116.00000)
105 E.1 Valve 6'(Undistributed) E.A S 6,000,00 2 S 12.000.00 0 $ - S 112,000.00)
106 Valve Retirement IEA S 750.00 5 $ 3,150,00 2.79 S 2,092.50,I S 11,657.50)
107 I lydrant Retirement EA S I00000 4 5 4000.00 2 S 2,00000 5 1,2,000.00)
108 Road Closure Sign Assembly G,\ S 500 U0 4 S 2,000.00 5 5 2.50000 $ 500.00
109 Detour Route Starker Assembly EA S 300.00 19 S 5,700 00 0 S - S 15,700 00)1
I10 Construction Sign A EA II S 40000 3 S 1,200_W ,
5 S ,00000 S 800.003,
111 Construction Sign B FA ..S I t 5.00 2 5 230 00 o S S 03000)
112 Barricade 11143 LF"f S 40.00 96 S 3,840.00 112 5 1.180.00 5 610.00 '.
113 Maintenance of Traffic ,1..S. S 150,00000 1... S I50,00000 1 S 150.000,00 S -
1 11 Slonon Trail Construction Signa)c(Undistributed) EA S _.5110.00. 18 S 9,000 00 8 S 4000.00 S (5.000 00)
1 I Sign Post,Square,Type I,Rein'',Anc Base LFT S 17.50 438 S 7,665 00 380 S 6,650.00 S 11.015 00)
I 16 Decorative Street Sign Assembly' EA ~S 1,75U 00 20 S 35,000,00 i 20 S 35,000.011 S -
1 17 Sign„Sheet,with legend 01180" SET S 18,00 155.5 S 2,799..00 122.75 S 2,209.5(1 S 1589.50)
118 Sign„Sheet,with legend0.100" SET S 18.00 57.5 S 1,035.00 52,5 5 945,00 5 19000)
119 Utility Manhole,3'00iarnetcr EA 5 20011,)10 t9 S 38,000.00 15 S 30,000.00 S 1,8,000,00)
120 i I;tility Box,-ExOk4'„Split Box EA S 4,750.00 5 S 23,75(1.00 4 5 1 9.000.00 5 (4.75000)
121 Conduit,PVC 4",Schedule 40 Fri S 11.00 2055 5 22,605.00 2526 S 27,786.00 S 5,181.00
122 Conduit,1'Innerduct w/4 x I"Innerducts LET S 16.00 1422 5 22,752,00 1582 S 25,312.00 S 2,560.00
I23 Utility Structure,Adjust to Grade EA 5 80000 2 S 1.600.011 2 S 1,600.00 S -
17) Sanitary Sewer;Manhole,Type 1 EA S 5,500.00 1 S 5,500.00 t 5 5.50000 5 -
125 8'PVC-SDR-35 Sanitary Main 1.Pf 5 75 00 55 S 1.125.00 53 $ 3,975.00 S 1150ll�
126 Structure Backrill,Sanitary Slain LEI' S 75,011 55 S 1,125.00 53 S 3,97500 S 1.150 00)
127 6"PVC Sarsitaty Lateral Lr r I S 60.011 to S 600 00 to S 600.00 S -
128 :Structure Backtill,.Sanitary Lateral III- S 60 00 10 5 600 00 to S 600.00 S
129 Sanitary Manhole,Adjust Casting toCitade EA S 950.00 1 S 950.00 I 5 95000 5 -
1 30 Mechanically Core Existing Structure,Sanituq EA S 1.250.00 1 I S 1.250.00 t S 1.25000 S
1311 I ianss arse Marking,thermoplastic,Stop Bar,24" II'f S 35.00 36 S 1.260.00 0 5 S 1I?60.00)
6\1k�
132 Peno.51s " '' Replace I S 5 _ 1,40000 I S I,100.00 0 5 - S 11,1(1(1.00)
b Thermoplastic, X-EXC PED,
133 Construction Fence w/Screening,811 LET S 25,00 2664 S 66,600.00 830. S 20.750 00 S 115,850.00)
I 1.31 Tree Preservation Fence EA S I00.00 14 S 1,41)0.00 0 S - S 11.40000)
135 Partial Building ihnnolition,I Elstonc Society LS S 2,500 00 1 S 2,500.00 t S 2.500.00 S 136 Bub's Cale Parking I.S S :7„50000 1 5 .37,50000 0.7533333 S 26.25000 S 19.250.001
m 137 0"Connection 1=,\ 5 4,00000 t S 4.000 Ott t S 4,000.00 S
138 Relocate Skier Pit/Service Lute EAS 22,000.U(1 1 S 2,00000 1 +S mm 1,00000 S 2,000310
139 Pat era Bib >inl,ol E,\ 5 1500.00 7 5 10,500 00 7 S 111,50000 5..
110 Side walk,Concrete,6IN .SYS S 105.00 840 S 88.200,011 768.86 S 80,730 30 S 1.7,169.70)
141 Curb,Gr:milc,6"Wide,Type 3 I.11' S 200.00 28 S _.. 5,600.00 th S 3 200.00 1 S 12.400.00)
142 PLvu,Perennial,3 Gallon EA 5 35.00 7 S 2 15(10 7 S 2.15.00 )
DocuSign Envelope ID:521 DC1 OB-8B03-42A0-BE36-A82B7D63A91A
I6-ENC-22&16-ENG-32 lionon Boulevard Phase I
CHANCE ORDER 112/FINAI 'TABLE
Item Original Original Final1 `.o Description Unit Unit Price Final Amount. ON erfl.'ruler
Qoanrity Amount 1 Quantity
1.11 Irrigation Repair IS S 5,000.00 ¢ 5 5,000 00 0 S - 5 15,(100.00)
i 144 l-uninare,Type S I IA. S 6,900 00 I. 1S S 103,500.110 12 S 82,800.00 S (20,700(0)
145 --...- -... L.uninare,Type S2 FA �1'S 16,800 00 3 5 50,100.00 3 S 50,100,00 S -
116 Luninare,IvpcS3 AEA 5 I2,000.00 4 S 18,000.00 4 S 18,000 00 S -
147 I.unlnarc,Type S4 --- EA S 16,800.00 1 S 16,800.U0 0 5 S 116,800,011)'
148 Electrical Service Point TA 5 g,200.00 2 S 16,400,011 2 5 16,100.00 $ -
049 Receptacle,GToundBLIN,OFF EA S 860.00 62 S 53.320.00 0 5 • S (53,320.00)
1150 I landhole,Lighting,Polymer Concrete EA S 800.00 6 5 4,800.00 9 5 7,200 00 S 2.,100 00
1 51 Wire,No(5 Copper,in Sch.40 PVC Conduit,In Trench,Sc, I.I-f S 3,50 1464 S 5,121.00 1250 S -1,375 00 S 1719.0111
I52 Wire,No.8 Copper,in.Sch.40 PVC Conduit,In Trench,3,C LET S 3 2 S 186 5 6114.50' 500 S 1,625 00 S I,((20 50
153 Camurlicalion Cabinet FA S 10,000.00 2 5 20 000,00'. 3 5 30,000,00 S I 0,000.00
154 DELETED - - 0 S -....,..
155 Modified Electrical Service Point CA S 5,000.00 I $ 5,000.00 2 S 10.,000.01) $ 5,000110
156 Wire,No 10 Copper,in Sch.40 PVC Conduit,In Trench,3/C LIT S 2,50 12564 S 31,110..00 23030 S 57,575.00 5 226,165,00
(57 Wire,No 12 Coffer,in Sch.40 PVC Conduit,In french,3/C LFT S 2,50 100 S 250.00 0 S - S (250.001
158. Conduit,.PVC I" LFr S 10.00 2993 _ 5 29,930.00 4048.7 S 40,48700 5 141,557.00
I59 Conduit,PVC 2" LEI S 10 50 765 S 3,032.50 1089.S S 11,4.39,75 S 3,1117 25
160 Conduit,PVC 3" --- LET S 12.00 387 5 4.644.00 137 I S 1,644.00 S 13,000.00.
161 Conduit,PVC 4" LFT S 12.50 530 S 6,625.00 280 -.�.5 3,50000 5 (3,125.00)'
162 Concrete Removal(Undistributed) SYS S 12 50 1000 I S 12,543000 5836 S 7,295.00 5 (5,205 00)
MN I.,I Construction Engineering LS $ 100,000;00 1 S 100,000 00' 1 $ 100,000.00 S
.NINI-2 Slobilitarion and Demobilization LS 5 100,00000 1 S 100,000.00 1 5 1011,000.110 5 -
NIN1-3 Clearing of Right of Way I.S 1 S 50,000 00 1 S 50,000.00 1 S 50,000.00 S
NIN1-4 Excavation,Common CYD S 35.00 3034 S 106,(90.00 3034 $ 106.190 00 5 -
5151-5 DELETED EA S I $ 0 5 5
N1N1.6 Compacted Aggregate,No-53,Base TON 5 45.00 206 S 9,270.00 116,05 S 5.,222..25 S i4 0)47.75)
NISI'.7 Aggregate,Pea Slone TON S 100 002.1a S 218 00 2.18 5 218.00 S -
NLNI-A 1)ELETED SYS 883 S 0 S 5 -
NIN1-9 Pavers,(]ramie svr S -15 00 1041 5 16,845,00 648.81 I$ .19.196,45 5 (17. 48.55)
NIN1-(0 Pavers.Brick,Sidewalk Ban) SET S 2700 921 5 24,867.00 888.47 5 23.988,69' S 1878.313
NIM-I I Pavers,Brick,Field SFT 5 27 00 5148 5 138,996.00 5333 15 S 413,995.05 S 1,999.05
SIN!-12 Payers,Brick,Tree Grate Banding SFr S .....2800 218 5 6,104.00 196.15 S 5,192.20 5 (611-80)
51NI-13 Structural Backfill Silva Soil System SET S 31 00 2316 S 71,796.001, 1343.7 S 41,651,70 S 1 311,141 3111
N1M.11 C'orb.Concrete,Flush; LIT 5 50.00 394 S 19,70000' a S 5 ---- i 19,700 00,1
NISI-IS Iounlaun LS S (70,000.00 1 5 170,00000.. I S 170.000.00 S -'
NI NI,16 Bench EA S 1,850.00 25 S .16,250.00 0 S
NIN1•17 Bench,Chill Chair EA $ 1,050.00 8 5 8,40(1.00 8 S 8,400.00
NI NI-18 Table,Café EA S 950.00 15 S ----1.1,250 00 15 T$ 14,250.00
ININI-19 Chairs,Cafe EA 5 375.00�46 S 17,250,00 46 S 17.2501)(1
5(51-20 Table,Side EA 5 1,250,00 6 S 7,500.00 6 S 7,50000 $ -
\151-2 I Tree(irate I EA 5 2,000.00 11 S 22,000.00 11 5 12,000 00 S
1
1NI-22 Light,Acorn Fixture and Post EA 5 5,850.00 12 S 70,200.00 6 5 .35,100.00 S (35,100.00)
MM-23 Light,Standard Foundation EA S 1,500,(0 12 S I8,00000 6 S 0,000,00 S 19,000 00)
NINI-24 Light,In Grade Accent I-ghl... EA $ 1.000.00 22 S 22,1)00 00 22 5 22 0001)0 5 -
NINI-25 .......... DELETED EA 1,-. S 0 S S
NIN1
�INl-28 Plank Deciduous larTree,S tittle Shredded Oyer 3,5 IN EAD S 95D0 88 $ 8,JG0.00 96.4 S >,15ft.00 5 798 01Y
' S AS,OfI 2 25 S 191?5 2.4 5 204.D0 S 12-75
-_6 Sorl,Bonicuhural CYO 5 7A5,00 1¢ 5 8,1911.25 11 5 8,250,00 5
00
\1NI-_9 Plant,Ornamental Grass EA S I5.00 99 S 1,185.00 79 S I:4A5,045 5 -
NINI-30 Plent,Perennial EA 5 9.00 269 S 2,42 1.00 269 S 2.421,00 S
N1Nl-3I SOD Lawn I SYS I S 5.00 432 $ 2.16000 360 S I.8130.00 S I.i60.001
NIN1-32 -TetmporaryInletProteclion. EA $ 100.00 a S 800.00 4 S. 100.00 S (400.00)
NIN1-33 Concrete Washout SEA S 251700 1 _, 25000 0 5 5 1250.001
NIN1-3
4
�...... Temporary Construction Entrance EA S 1.250.00 1 S 1,25000 0 S S --- IL250.00)
NIN1-35 Structural BackG II,"Type 1 C Y D S 60.00 285 S I7.100.110�1 20751 S 12.15I,80 S L1.648.20)
51Nf-36 Subgrnde Treatment,Type II(Undistributed) SYS 5 15.00 55 S 825 00 0 5 - S (825.001
.N1NI-37 Pipe,Type 2,Circular,12 in,RCP III' 5 50.00 212 S 10,60000 2615 S I.3.075.00 S 2.475.00
NEN4-38 Pipe,Type 2,Circular,15 in,RCP I.II S 65-00 13a S 8,'770.00 71 S I,fi I5.0('1 S i 1,1.55 001
N)N1-39 Pipe,Type 2,Circular,18 in,RCP LIT t S 75.00 78 S 5.850.00 59 I S 142500 S 11,425 00)
NINI-10 , Pipe,Type 2,Circular,12 in,PVC SDR-26 LET 5 50.00 I 45 S 2.250,AO 0 I S S 12.250.00)
NIN1.41 Slorntwatcr Conncclion in Existing Pipcs'Siruclures... E:N. $ I,000,00 2 S 2 000 00 2 5 -,011(L00 S
NISI-42 Wafer Quality Structure,ADS-DI)4'dta, :LA S 17,500 00 L S I7,500.00 1 S 17,500-0)1 I S
NLN1-4.33 Manhole,Diversion for Water Quality Structure EA 5 6.500,00 I." - S 0,500 00 1 5 6,500-00 >
NINI-44 Contech,Underground Detention Pipes I S 99,322 75 i S 99,322.75 I 5 99,322.75 $ -----
N)N1-45 Detention Basin Outlet Structure EA S 5,001100 I 5 5.000.00 1 5 5.000 00 S
NIN4.16 Detention Basin.30" Access Riser EA $ 1,000,00 2 S 2,000.00, 2 S 2,00000 5 -
\1N1-47 Cir7mular Struclurd I'dl over Cndcrgn>und Detention Basin C"}"D 5 50.40 275 S 13,750170''.. 275 $ 13,750..i)ll S -
4 NINI- 8 Manhole,C-4 EA S 3,000.00 6 S 18,00000 6-.. S I 8,100.011 S -. -- -
N1NI.19 Inlet,A-2 and Casting EA S 2,000.00 I S 2,00000' 1 S 2,000,00 5 -
NIN1-50 Vault•Standard Fountain EA S I5 000.00 1 S 15A0000'..... 1 S I5,000.00 S -
NINI-51 __Conduit,1•IJ4"ln'french With Wiring(F501 1.II 5 1.5-00 350 5 5,25000 -- 0 5 - 5 15.250.001
DocuSign Envelope ID:521 DC1 OB-8B03-42A0-BE36-A82B7D63A91A
16-ENC-22& I6-E\G-32 Marion Boulevard Phase I
CIL%NC E ORDER 02/1:17s'A I. "EARL E
1
Item Original Original 1 Final ,.
Description Unit 1 11.our Price I.mid Amnon' Over/Under
No. Quantity Amount Quantity
SI51-52. Receptacle.In Grade Pedestal Receptacle 1'.A S 875 00 LI $ 9,625 00 0 S S /.625 00)
5I5I-53 Transformer-In Grade Accent Light EA S 1,000.00 1 S I Mt 00 0 S .. ! s I 1.000 011)
5I5I-54 Low Voltage Wiring'In Or'ade Accent Light Lvr S 12 50 500 S 6.250 00 Z25 S 2.812.50 S t 3.437 501
511)I-55 Conduit,1"In Trench With Wiring LET S 15 00 2255 S 33.825 00 500 S 7.500 0(} 5 (26.325 001
115.1-56 Conduit,1-1/2"In Trench With Wirin! F100) IF) S 16 80 240 S 1,032(X) 0 S ,, S (1,032 00)
5E54-57 Conduit,1"In Trench With Telecom Winng LEL S 17 50 540 $ 9,450.00 200 5 3,500 00 S 16,000 oo)',
mm-ss , Pavers,Fountain SF4 S 28 00 1 624 S 17,472.00 507.1 5 1.4,190130 5 (3.273 20)
NI M-59 1 Maintenance of Traffic IS S 2.5,1/0).00 1 61 S .10,250 00 1 S 25,000 00 S (15.250 00)
5I1)1-60 Inlet,Remove F.A. S 500.00 1 S 500.00 0 S - S 1500 00)
NIN1-61 Pipe,Remove 1.Ff s 75 00 325 S 8,125.001 325 S 0.125 00 S
1)I51-62 Pavers,Ilrick,AD.\"flICIlie syr $ 95,1)1) 28 S 2,660 00 56 S 5,320 00 S 2,66000
1)151.63 Trench Drain LEI' 5 150.00 99 S 14,850 00 100 S 15,0001)0 S 150.00
163 Added Sidewalk SYD S 02.00 365 03 S 13,582 76 371.43 5 34,171.56 S 588.30
164 Conduit,Steel I" LFT 5 19.80 0 S - 210 S 4,151100 S 4,158 00
165 Conduit,Sicel 2" LET S 25.30 0 $ - 516 $ 43,054 80 S 13,054 80
1661 Conduit,Sled 3" LFT S 30 80 0 S - 80 ' S 2,461.00 S 2,464.00
167 Conduit,Sled r LEI S 35 20 0 S - 80 S 2.816 00 S 2.816.00
168 Contaminated Concrete Removal 2nd Street to 4th Stieet LS 578,620 02 1 5 78,620,02 t S 78,620.02 S -
169 Expediie Granite Deliver(Architectural Specialties) LS SI05,538 00 1 S 105,538.00 1 S 105,538.00 S -
170 Slonon and Slain Street(Granile/Priver Purchase) IS S67.729 00 I S 67,7/9.00 1 S 67,729 00 S -
171 Additional Water Main Work(1t29/18 to 2106/18) IS 516.21135 t S 16,241.35 1 S 16.241 35 S
172 'Free Removal'Cannel I listorical Society ,LS S2,035 00 I S 2,035,00 1 5 2,035 00 5 -
173 Nlarch TANI Requests '15 S4,647.1.1 1 S 4,647 14 I 5 4,647 14 5
174 Mnnon and Slain Slrcel GraniteRaver Purchase(REVISED) LS I S4.000.001 1 S (4.000.00) 2 5 (8,000 00) S (4,000 00)
175 i Phase 2 Granite CHO and Paver Purchase LS 5212,236.00 I S 212,236 00 1 S 212,236 00 S -
I 76 I May f&M Requests LS 59.628 59 1 S 9,628 59 1 S 9,628,59 S .,
177 Paver Trays EA S1,13600 a 5 4,544 00 4 S 4,5.14.00 S •
178 Transformer RS12-60N4.4.ED-Morton and Slant EA $7/53 II 5 797,83 11 S 797 83 S .
179 Utility Bollard EA S5,795.00 1 5 5,795.00 i $ 5.795,00 $
180 Tree Grate Revision-Nlonon and Main LS S10,077.00 1 S 10,077.00 L S 10,077.00 S
181 Excavation/Milling/Surface al Slain Sneer IS S24,0.15.90 I S 21,045.90 1 $ 24,045.90 S
182 Added Irrigation(Monon and Main Plaza) LS S4.333.50 1 S 4,333 50 I S. 1,383.50 S
18.3 Monun&Main Plaza Irrigation Relocation LS S1,9.38.92 0 1 S -1, 1 S 1,938.92 S 1.938.92
184 Various mni Work lane&July IS S3,542.25 0 S - I S
. 3,542.25 5 3542.25
185 NIN1-16 Bench Revised VE EA S1,416.II 0 S -, 25 S 35.11025 5 35,410 25
186 Sidewalk,Concrete Revised VE SYS $99 00 0 $ - 1564.11 S 154,,846 39 S 154,846 89
187 Various T&N1 Work September 1.5 528,494 10 '0 $ - I S 28,494.40 S 28,49410
188 Layout for Decorative Crosswalk at Main Street LS S380,00 0 S - 1 S 380.00 S 380 00
189 Silva Cell Protection,12"of Stone A Sled Plates 15 S10,000 00 0 5 - 1 S 10.000 011 5 10,000.00
190 Pedestal Receptacles Revised .EA S605.00 0 S • 32 5 19,360.00 t S 19,360 00
191 Historical Sociel Additional Work LS S2,056.00 0 Si - I S 24156 00 S 2.056 011
192 Ilub's Burgers Steps 1.S S30.959.50 0 S - I S 30.959 50 S 30,959 50
193 Nlidtown West Silva Cell Repair.11/3/2017 LS S6,17104 D S - 1 $ 6.173.04 S 6,173.04
-__
194 PolesiSigns Material Only-2,6/2019 1.5 S19.7(15 00 D S - 1 __,S 19,705 00 S 19,705 00
195 Pedestal Foundations-1/31/2019 EA 5.103 00 0 S - 29 S 11.687110 S 11,687.00
196 l'O 100687.Release of Relainav LS St38,888 89 0 S - 0 S - S -
197 Monon&Main Crosswalk.4/18(15 IS 59,617 28 0 S - I S 9,61728 S 9,617 28
198 Pipe.Type Z.Circular,12 in,IIDPF. LI I 1)65 90 0 S - 105 5 5,869.50 5 5,869.50
1199 Pipe,Type 2,Circular,15 in,I-IDPE LFT 564 77 0 S • 46 S 2.979.42 5 2,979.42
200 Payne Electric Garage Connections IS S1,981100 0 5 -, I S 1.980 00 5 1.98000
201 Weathermatic Control Syslent,CO OS S1,865.85 0 S • i S 4 865 85 S. . 4,865.35
202 NO&NI Li'lit Pole Foundation Grade,Ndiustment '1.S S890.16 0 S - 1 S 890 16 S 80!).IS
203 96th Street Leaver Wall I)01., SI 00 0 S - 106420 12 S 106,120.12 S 106,120.17
204 Smock nurslcr T&NI-10,10/19 l.S SI4,17622 0 S - 1 S 1.1,176 2 2 S -I,176 22 !
TOTAL OF OUNCE ORDER ITEMS S 7,086,265.55 S (485,635340)
ORIGINAL CON'IRACT PRICE 5 6.996.000 00
CI1A\GE Oftl)ER.,.1 S s 7 .90 I 119
FINAI.CI IANCIE ORDER 2 S 085,6,15,511
NEw coNTR Acr AMOL"NT INCLUDING APPROVED CI FANGE ORDERS 5 7.086.765 s5