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201349
BOARD OF COUNTY COMMISSIONERS
SARPY COUNTY NEBRASKA
RESOLUTION AUTHORIZING CHANGE ORDER No 2 TO CONTRACT FOR
SOUTH 114 STREET AND CORNHUSKER ROAD IMPROVEMENTS PROJECT C77 1401 FOR THE PUBLIC WORKS DEPARTMENT
WHEREAS pursuant to Neb Rev Stat 23 104 Reissue 2007 the County has thepower to do all acts in relation to the concerns of the County necessary to the exercise of itscorporate powers and
WHEREAS pursuant to Neb Rev Stat 23 103 Reissue 2007 the powers of theCounty as a body are exercised by the County Board and
WHEREAS abid was awarded to Chas Vrana Son Construction Co for the South
114 Street and Cornhusker Road Improvements Project C77 1401 by Resolution No 2012295
WHEREAS additional work has been identified as shown on the attached Change OrderNo 2 which increases the contract total by an additional187500and
NOW THEREFORE BE IT RESOLVED BY THE SARPY COUNTY BOARD OFCOMMISSIONERS THAT the Change Order No 2 in the amount of an additional187500 ishereby approved
FURTHER BE IT RESOLVED that the Chairman of this Board is hereby authorized tosign the attached Change Order No 2
The above Resolution was approved by a vote of the Sarpy County Board ofCommissioners at a public meeting duly held in accordance with applicable law on the
o2f0 day of 2013 GLERK
IIAIS 3g
ounty Board Chairman County Clerkl
Change OrderOOLSSON No 2ASSOCIATES
Date of Issuance February 12 2013 Effective Date February 12 2013
Project 114th SL Centennial Rd Grant St Comhusker Rd 120th Owner Sarpy County OwnersContract No StC77141St1013th
Contract 114th St CentennialRdGrant SI Cornhusker Rd 120th St 108th Date of Contract 9182012
Contractor Vrana and Sons Construction Company Engineers Project No 012 0816
The Contract Documents are modified as follows upon execution ofthis Change Order
Desorption Includeslabor and equipment to install 4 perforated drainage pipe in a geolexlde sock in 47B gravel drainage bedding on either side of the box culvert at
approldmale station 104269
Attachments List documents supporting change
Vrana4Pedaated Drain Pipe Proposal
CHANGE IN CONTRACT PRICE CHANGE IN CONTRACTTIMES
Original Contract Price Original Working days p Calendar dateSubstantial completion days ordate August 15 2013
285504865 Ready for final payment days or date November 15 2013
Incrreasg from previously approved Change Orders No Change from previously approved Change OrdersNo 1 to No 1 No 1 to No 1
Substantial completion days or date
269200 Ready for final payment days or date
Contract Price prior to this Change Order Contract Times prior to this Change OrderSubstantial completion days or date August 15 2013
285774065 Ready for final payment days or date November 15 2013
Increase of this Change Order No Change of this Change OrderSubstantial completion days or date August 15 2013
187500 Ready for final payment days or date November 152013
Contract Price incorporating this Change Order Contract Times with all approved Change OrdersSubstantial completion days or datey August 152013
285961565 Ready for final payment days or date November 15 2013
RECOMME B ACCEPT s
By I By Q By
Engine Au th nzed Sig Owner Authorized Signature Co tractor Authorized Signe
Date 09172013 Date a2 Date t 2
Approved by Funding Agency if applicable Date
F 1Projacts1a12J16161 ModdratonslChxgeOrden2013O212 Change Order2 C120616doe
EJCDC No C941 2002 Edition Page I of 1Prepared by the Engineers Joint Contract Documents Committee and endorsed by theAssociated General Contractorsof America and the Construction Specifications Institute
MN4Change Order Request
CtneVara S Son ConsI c cn Con Barr
114th Street Cornhusker Road Improvements Vrana Project 886900
Sarpy County Highway Department Submitted By Charles Vrana Son Construction Co
Sarpy County Highway Department 4816 F Street15100 South 84th StreetAttention Bill Flerr Noal Schinzel
Vrana Const Request Number 2904
In Reference to 4 Perforated Drain Pipe
Description ofChange Order Request
4 Perforated Drain Pipe
This change order request is for labor equipment and materials required to install 4 perforated drainage pipe in ageotextile sock in 47B Gravel drainage bedding on either side ofthe box culvert at approximate station 104269
Status of Change OrderWork Dote Sent
1252012
Addtionat Working Time Requested
At present we are unable to determine the impact ofthis change order on working time Therefore we reserve the right to requestadditional working time at a later date
With regard to the above referenced project Vrana Construction offers the following proposalItem Number Description Quantity UnitOfMensure UnitPrice Ltension
001 4Perforated underdrain pipe in sock and 30000 LP 625 S187500
granular bedding
Amount Requested for this Change Order S187500
te J e 1 eCiSeJ 52i tv r JJ tie c e 4 621 t
Charles Vrana Sou Construction Company Page 1
PROJECT 114th Street Comhusker RoadPROJECT C77 14 PAY APP 4
L JLSSONOLSSON 0120616
ASSOCIATES CONTRACTOR Charles Vrana and Sons Construction DATE 2112013 Period Ending 021113A 0 C D E F G I H III 1 K L M N O
Work CompletedTotal Complete
Item CONTRACT Scheduled Oty From Total From Materials Total this Balance to Finish Rotalnaga
NoDescription Pay Unit Total Oty
Unit Price Value D E previous pay previouspayOtytllis
Presently Periodb Stored to L F
H L 01 L
appi appl Retied Stored I E J Date H KMobilization Clearing Grading Removals Items 1thru N38
1 MOBILIZATION LS 075 13000000 9750000 075 9750000 SO 00 59750000 10000 000 5975000
2 GENERAL CLEARING AND GRUBBING LS 075 5000000 3750000 075 53750000 5000 3750000 10000 5000 5375000
3 EARTHWORK EMBANKMENT CY 11158100 275 530679275 9899500 527223625 000 27223625 8874 53455650 2722363
4 EXCAVATION OF UNSUITABLE MATERIALS CY 50000 5390 5195000 50000 5195000 000 5195000 10000 000 19500
5 TOPSOIL REMOVAL AND PLACEMENT SY 8699300 080 5213580 7599200 54559520 000 4559520 8745 654060 455952
6 SETTLEMENTGRADING @ STA 4250 CV 142000 400 5568000 71000 5284000 000 5284000 5000 5284000 28400
7 SETTLEMENT GRADING STA 102250 CV 235000 400 5940000 117500 5470000 000 470000 5000 470000 47000
8 PREPARATION OF STRUCTURE aSTA 4248 LS 100 51200000 1200000 075 900000 000 900000 7500 300000 90000
9 PREPARATION OF STRUCTURE STA102248 LS 100 6700000 5700000 0 350000 5000 5350000 5000 350000 35000
10 REMOVE PAVEMENT SY 197500 5500 59875 00 5000 5000 5000 000 5987500 5000
11 REMOVE 18 OR SMALLER CULVERT PIPE LF 12400 51500 1880 00 000 000 000 000 186000 000
12 REMOVE CULVERT PIPE OVER 18 TO 24 LF 7500 1800 135000 5000 000 5000 000 135000 5000
13 REMOVE 38 CULVERT PIPE LF 7000 52400 5108000 6000 5000 5000 000 5168000 5000
14 REMOVE 68 CULVERT PIPE LF 2500 5000 5000 000 000 000 5000
15 REMOVE HEADWALL EA 100 512500 12500 000 000 000 000 12500 000
10 REMOVE FENCE LF 51300 000 000 L 5000 000 42900 000
18a REMOVE FENCE LF 509800 210 1070580 320400 5872840 5000 872640 8285 397740 587284
17 REMOVE AND REPLACE FENCE LF 480 000 5000 rti 000 000 000 5000
18 REMOVE AND REPLACE MAILBOX EA 200 520000 40000 100 520000 000 20000 5000 20000 2000
Subtotal of Mobilization Clearing Grading Removals Item 01 thru 018 555595435 548174985 000 So 01 548174985 813 65 574633 50 546 174 99
Crushed Rock Concrete Pavement Concrete Sidewalk Items 019 thru 3019 CRUSHED ROCK SURFACING TON 111100 51900 52110900 000 5000 000 000 52110900 000
20 CRUSHED ROCK TEMPORARY SURFACING TON 100000 52100 52100000 4890 102990 28649 5601629 5704319 3354 51395881 570432
21 CONCRETE HEADER LF 7700 51900 5146300 5000 000 000 000 148300 000
22 9CONCRETEPAVEMENT TYPE L65 SY 2475200 2800 564355200 000 000 000 000 584355200 5000
23 6SHOULDER SURFACING SY 28800 3700 991800 5000 5000 000 000 991600 000
24 8CONCRETE DRIVEWAY TYPE L65 SY 16300 54200 684600 000 5000 000 000 5684600 000
25 IMPRINTED CONCRETE SIDEWALK SF 61400 750 460500 0 000 000 000 5460500 000
28 6CONCRETE IMPRINTED MEDIAN SURFACING SF 283300 5580 51586480 000 5000 5000 000 51586480 5000
27 6CONCRETE SIDEWALK SF 124500 5440 5547800 5000 000 000 000 5547800 000
28 4CONCRETE SIDEWALK SF 1500900 330 54952970 5660 000 000 000 4952970 000
30 DETECTABLE WARNING PANELS SF 12800 1780 5227840 5000 5000 5000 000 5227840 5000
31 CONSTRUCT CONCRETE CURB RAMP SF 46200 1030 475860 S000 000 000 000 475860 000
Subtotal of Crushed Rock Concrete Pavement Concrete Sidewalk llam 8191hru 830 578640050 102690 000 5601629 57043 19 0 90 5779357 3 0704 3
Drainage and Culvert Items 31 thru 05532 AGGREGATE BEDDING TON 288700 1840 5312080 000 000 5000 000 5312080 000
33 CONSTRUCT 15RCPCLASS III LF 106800 2800 2776800 000 000 5000 000 52776800 000
34 CONSTRUCT 18RCPCLASS III LF 183400 2900 5318800 000r 5000 5000 000 55318600 5000
35 CONSTRUCT 24RCPCLASS III LF 57400 53700 52123800 000 j 000 5000 000 52123800 5000
38 CONSTRUCT 30RCPCLASS III LF 51200 5100 2611200 000 5000 5000 000 526112 00 5000
37 CONSTRUCT 36RCP0001 1350 LF 26400 58600 1742400 5000 i 000 000 000 51742400 000
38 CONSTRUCT 42RCPD001 1350 LF 252800 57500 518960000 5000 L 000 000 000 18980000 000
39 CONSTRUCT80RCPD001s2000 LF 18000 518800 53384000 000is5000 5000 000 53384000 5000
40 CONSTRUCT 15 PIPE PLUG EA 500 527000 5135000 000 000 000 000 5135000 5000
41 CONSTRUCT 18 PCC COLLAR EA 100 527000 527000 000r 000 000 000 527000 5000
418 CONSTRUCT 15RCFLARED END SECTION EA 100 555000 55000 000 000 5000 000 555000 5000
Page 1 of 3 FProlart1012 091EkCNSNPry Caa4Mm1C770uentltlee Pay Est 0402111300x
A B C D E F G ILII J 1 K L M N 0
Work CompletedTotalComplete to Finish RetainageCONTRACT Oty From Total From Materials Total this
Stored to LI FDescription Pay Unit Total Qty Qty this H L 01 lUnitPrice previous pay previous pay Presently Period
Date H Kappl appi
PeriodStored 1 EIJ
1
100 59000ME CONSTRUCT 18 RC FLAREDENO SECTION EA py
000 5000 000 59000 000
CONSTRUCT 80 RCFLAREDEND SECTION EA 200 220000 440000 MOO 5000 000 000 440000 000
HCONSTRUCTTW8X4BOXCULVERT580000 5000 000 000 000 000
EXTEND TWIN 12X12 BOX CULVERT 5300000 S13800000 5000 j 5000 000 000 13600000 000
CONSTRUCT ROCK WRAP TYPE C5000 000 000 1779400 000
CONSTRUCT56 1DMANHALE 1 000 01X7 5000 000
CONSTRUCT 60 IDMANHOLE 548000 5000 5000 000 432000 000
CONSTRUCT 72 IDMANHOLEtt000 5000 000 824500 000
BIDMANHOLE 50000r1 1 000 5000 000 1588000 000
51CONSTRUCT9CONSTRUCT18 MANHOLE STUBOUT 65000t1 000 5000 000 85000 000
CONSTRUCTCURB INLET TYPEI260000 1 000 5000 000 3900000 000
CONSTRUCT CURB INLET TYPE III EA 2300 350000 58050000 1 000 000 000 8050000 000
54 CONSTRUCT AREA INLET TYPE II EA 200 290000 5580000 000 000 000 000 580000 000
55 CONSTRUCT MODIFIED AREA INLET EA 800 240000 1 000 000 000 1920000 5000
Subtotal of Drainsa and Culvert Items 931 thru 4551n no 50 00 000 000 75863780 50 00
Retaining Wells Striping 8 Signing Items 456 thru 96758 CONSTRUCT SEGMENTAL RETAINING WALL SF 47000 1350 5834500 000 5000 5000 000 634500 000
57 PERMANENT PAINTED PAVEMENT MARKING S YELLOW GROOVED LF 8885 00 040 354600 000 000 000 000 354600 000
58 PERMANENT PAINTED PAVEMENT MARKING 5WHITE GROOVED LF 132500 040 53000 000 000 5000 000 53000 5000
59 PERMANENT PAINTED PAVEMENT MARKING 8WHITE GROOVED LF 178400 040 70580 000 000 000 000 70560 000
1 80 PERMANENT PAINTED PAVEMENT MARKING 24WHITE GROOVED LF 47100 110 51810 000 000 000 000 51810 000
61 PERMANENT PARTED PAVEMENT VARKINOevunoI MERGEAARON WHITE GROOVED EA 200 514000 28000 000 000 000 000 528000 000
82 PERMANENT PAINTED PAVEMENT MARKING SYMBOL ARROW WHITE GROOVED EA 1000 8000 80000 000 000 5000 000 80000 000
63 PERMANENT PAINTED PAVEMENT MARKING SYMBOL ONLY WHITE GROOVED EA 500 8500 42500 5000 000 000 000 42500 000
84 REMOVE SIGN 8POST BA 900 17000 153000 000 000 5000 000 153000 000
85 INSTALL TRAFFIC SIGNS 8 POSTS SIGNS PROVIDED BY CONTRACTOR LS 071 1500000 1085000 000 000 5000 000 1085000 000
88 BARRICADES AND WARNING SIGNS DAY 857800 085 558980 396300 5338855 000 338855 8028 222105 33688
67 CHANGEABLE MESSAGE SIGN DAY 2800 58500 238000 1000 85000 000 85000 3571 153000 8500
Subtotal ofRetaining Walls Striping Signing Items 056 thru 067 3329930 421855 0 000 4218 55 12 67 529 080 75 542186
Erosion control Items 088 thru e7968 SILTFENCE LF 810700 230 51864810 804100 1849430 000 1849430 9919 15180 184943
69 TEMPORARY SILTFENCE LF 130000 5300 390000 17800 534001 000 553400 1389 5336800 5340
70 CURB INLET PROTECTION EA 3800 520000 5720000 000 000 000 000 5720000 000
71 EXCAVATED DROP INLET SEDIMENT TRAP EA 700 532000 5224000 000 000 5000 000 224000 000
72 EROSION CHECKS TYPEWATTLE LF 590800 220 1299320 150000 330000r 000 5330000 2540 969320 33000
73 EROSION CHECKS TYPEEARTH LF 50000 280 140000 5000 000 5000 000 5140000 000
74 EROSION CONTROL TYPE 28 SY 506000 370 51872200 5000 000 5000 000 1872200 000
75 EROSION CONTROL TYPEtA SY 3918800 5075 2939100 000 000 000 000 52939100 5000
76 EROSION CONTROL TYPE IE SY 252800 5190 5480320 000 000 000 000 5480320 000
77 TEMPORARY SLOPE DRAIN BA 700 5160000 1120000 300 480000 000 5480000 4288 840000 48000
78 SEEDINGTYPEIII Mukhi AC 570 5130000 5741000 OHIO 000 000 000 5741000 5000
79 CRUSHEDROCK FOR CONSTRUCTION ENTRANCES TON 20000 52000 5400000 000 000 000 000 400000 000
Subtotal of Erosion Control Items 0118 thru 079 512190550 52712830 0 00 50 00 02712830 22 25 0477720 7 2 83
Page 2of 3 FWProlch1012061a1CNSVIPryCinte1C77Ouenf0rPry Eat 04 071113du
A B C 0 E F G I H IIJ I K L M N 0
Work CompletedTotal Complete
Balance to Finish Retainagekern CONTRACT Scheduled Qty From Total From Materials Total this gStored to L 1 FNo
Description Pay Unit TotalQtypay previous PP P pay Presently Period H LQty this F
H L 01 LUnit Price ValueDE previous a a
LDate H K
apps apPLPonod
Stored IEJ
Funding Split Comhusker Rd East1F MOBILIZATION LS 025 13000000 3250000 025 3250000 000 53250000 10000 000 325000
2F GENERAL CLEARINGAND LS 025 55000000 1250000 025 1250000 000 1250000 10000 5000 5125000
3F EARTHWORK EMBANKMENT CV 1411000 5275 3880250 1411000 53880250t 000 3880250 10000 000 388025
5F TOPSOIL REMOVAL AND PLACEMENT SY 2843100 060 15858 BO 2800000 1580000 000 1580000 9837 325860 5158000
14F REMOVE 48 CULVERT PIPE LF 11100 32500 5277500 11100 5277500 000 3277500 10000 5000 327750
15F REMOVE HEADWALL FA 100 512500 12500 100 512500 5000 12500 10000 000 1250
19F CRUSHED ROCK SURFACING TON 52800 1900 1003200 000 000 5000 000 51003200 5000
22F 9CONCRETE PAVEMENT TYPE 185 SY 885700 2800 23028200 5000 000 000 000 523028200 000
28F 4CONCRETE SIDEWALK SF I 880300 330 2838990 5000 000 000 000 52838990 5000
30F DETECTABLE WARNING PANELS SF 2000 01780 35800 5000 5000 000 000 35600 000
31F AGGREGATE BEDDING SF 7400 1030 76220 000 000 000 000 78220 000
32F CONSTRUCT 15RCPCLASS III TON 8700 1840 180080 000 000 000 000 180080 000
33F CONSTRUCT18RCPCLASS III LF 15200 52800 395200 000 000 000 000 395200 000
34F CONSTRUCT24RCPCLASS III LF 88400 2900 1983800 000 000 5000 000 1983600 0 00
35F CONSTRUCT 30RCPCLASS III IF 18700 3700 817900 000 000 5000 000 5617900 5000
44F CONSTRUCT TWIN8X4BOX CULVERT LF 13300 80000 510640000 12800 510080000 5000 10080000 9474 560000 1008000
48F CONSTRUCT ROCK RIPRAP TYPE C TON 2400 54100 108800 2713 111233 5000 5111233 10435 54833 11123
47F CONSTRUCT 5410MANHOLE VF 1100 35000 5385000 000 1100 5385000 385000 10000 000 38500
52F CONSTRUCT CURB INLETTYPEIEA 1000 260000 52800000 000 000 000 000 2800000 000
53F CONSTRUCT CURB INLETTYPE III EA 400 350000 1400000 000 5000 000 000 1400000 0000
571 PERMANENT PAINTED PAVEMENT MARKING 5 YELLOW GROOVED LFF 490400 040 198160 000 000 000 000 198180 000
58F PERMANENT PAINTED PAVEMENT MARKING 5WHITE GROOVED LF 13800 040 5520 000i000 5000 000 5520 000
82F PERMANENT PAINTED PAVEMENT MARKING SYMBOLARROWWHITE GROOVED EA 200 58000 16000 000 5000 3000 000 16000 50 00
63F PERMANENT PAINTED PAVEMENT MARKING SYMBOL ONLY WHITE GROOVED EA 100 8500 8500 000 000 000 000 8500 000
64F REMOVE SIGN 8POST EA 500 17000 85000 000 000 000 000 85000 000
85F INSTALL TRAFFIC SIGNS d POSTS SIGNS PROVIDED BY CONTRACTOR LS 029 51500000 435000 000 000 5000 000 5435000 5000
66F BARRICADES AND WARNING SIGNS DAY 205500 085 174875 138200 5117470 000 117470 6725 57205 11747
88F SILTFENCE LF 208900 230 480470 208900 4804701 000 480470 10000 000 48047
89F TEMPORARY SILT FENCE LF 50000 300 150000 000 E000 000 P00 9150000 000
70F CURB INLET PROTECTION Flt 1200 20000 240000 5000 i 5000 5000 000 240000 000
72F EROSION CHECKS TYPE WATTLE LF 375000 220 825000 000 27000 59400 59400 720 765800 5940
74F EROSION CONTROL TYPE 2B SY 59100 370 218670 000 000 000 000 5218670 000
75F EROSION CONTROL TYPE 1A SY 1223500 075 917825 0000 158 11738 511738 128 905889 1174
77F TEMPORARY SLOPE DRAIN BA 100 0180000 180000 000 000 000 000 5180000 3000
78F SEEDING TYPEIII Mulch AC 550 5130000 715000 000 000 000 000 5715000 000
78F 4 Perforated Drain6x4 CBC IF 30000 5825 187500 0005 27000 188750 168750 9000 518750 18875
Totalof Funding Split Comhusker Rd East of 11410 514 5603418 20 521019423 56248 86 521644309 0358694998 538697511 521644 31
TOTAL COMPLETED STORED TO DATE 285961665 572431783 5000 51226515 73658298 258 5212303267 57365830
Original Contract Sum 285504865 PAY APP If 1 37463078 CO Ni Change t0 item quantities 11 14F 18 17 25 27 46 58 75
Net Change by Change Orders 456700 PAY APP N 2 14479412 CO 2 Pending Addition of Pay Item 79F To drain spring under box
Contract Sum to Date 265961565 PAY APP 11 3 13246117
Total Work Completed end Material Stored to Date 73658298
Retainage 10 7365830
Total Earned Less Retainge 66292468
Less PreviousCertificates for Payment 65188605
Current Payment Duel 11038641Balance to Finish Plus Retainage 212303267
Page 3 nI 3 F1MojanO0120618LCNSV1Pay CeraecateMC77 0oinaPay Eat 44021113uNx
