HomeMy WebLinkAboutResolution - 2017-R0194 - Duininck, Inc. - 05/25/2017Resolution No.2017-R0194
Item No.6.22
May 25,2017
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for
and on behalf of the City of Lubbock,Change Order No. 008 to that certain Contract No. 3-48-
0138-039-2014 by and between the City of Lubbock and Duininck, Inc., for LBB Runway 17R-
35L Phase 1 per Bid #14-11652-DT,and related documents. Said Change Order No. 008 is
attached hereto and incorporated in this resolution as if fully set forth herein and shall be included
in the minutes of the City Council.
Passed by the City Council on May 25,2017 •
ATTEST:
Rebecca Garza, City Secremrj
APPROVED AS TO CONTENT:
Celly Campbell,Director of/Aviation
APPROVEJ1AS.TO FORM:
DANIEL M.POPE,MAYOR
'%&
itchell S_atlefw|fite,First Assistant City Attorney
RES.ChgOrd#008Contract-3-48-0138-039-2014
5.3.17
CITY OF LUBBOCK
CHANGE ORDER
Change Order #: 008 Contractor: Duininck, Inc.
Date: April 11, 2017 BID/ITB/RFP #: 14-11652-DT
Contract #: FAA AIP Project No. Project Name: LBB Runway 17R — 35L Phase 1
3-48-0138-039-2014
"Change Order' means a written order to a Contractor executed by the Owner in accordance with the contract
authorizing an addition to, deletion from, or adjustment or revision of the requirements of the contract documents, or
an adjustment to the compensation payable to Contractor, or to the time for performance of the contract and
completion of the Project, or a combination thereof, which does not alter the nature of the thing to be constructed
and is an integral part of the project objective. Adjustments to "Estimated Quantities" to a line item in a Unit Price
contract do not require a Change Order. All work that alters the nature of the thing to be constructed or that is not an
integral part of the project obiective must be let out for public bid. Description of change (alteration, deviation,
addition, or deletion) caused by conditions encountered during construction not covered by the
specifications and drawings of the project (attach additional pages if necessary):
Final Change Order to reconcile all quantities.
Explanation of Deductions:
• Asphalt Joint Repair — The sample size that was taken was not representative of the entire shoulder
area on the runway. A conservative multiplier was used as a programming number. Quantities
were under run and yielded a net savings to the project.
• P-401 Asphalt — Prior to bidding, some areas of asphalt pavement showed signs of pumping.
Additional quantities were allotted in case construction activities expose a larger problem area than
was evident from the surface. The smaller quantity of asphalt and thickness as compared to the
main section of runway, warranted a higher price per ton by contractors for asphalt for workability,
returning a larger dollar amount. The quantities were under run and yielded a net savings to the
project.
• P-501 Concrete — During initial inspection and before the project bid, rubber was on the runway
when quantities were taken. Due to unknown rubber on the runway, conservative programming
numbers were used for the 13 — 15-inch concrete for panel replacement item. After rubber removal
completed, the runway was reevaluated for concrete replacement panels. This yielded a quantity
under run and net savings to the project.
• P-620 Marking — Because of funding unknowns, the entire project was phased into four smaller
projects, with complete runway markings for each. When Phase 2 bid, an initial Change Order
optimized quantities and time with the combination of projects. With the entire runway closed for
project duration, no temporary marking was needed for displaced thresholds. This resulted little -to -
no need for demolition of temporary marking and this bid item was under run, yielding a net savings
to the project.
Modification to existing Bid Items (See Attached):
-1,527,192.56
Modification to Contract Time (Liquidated Damages) (See Attached): $-5,000.00
TOTAL $-1,532,192.56
Where the Change Order is negotiated, the Change Order must be fully documented and itemized as to costs,
including material quantities, material costs, taxes, insurance, employee benefits, other related costs, profit and
overhead. Where certain unit prices are contained in the initial contract, no deviations are allowed in computing
negotiated change order costs.
ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM
ITEM DESCRIPTION AMOUNT
A. ORIGINAL CONTRACT VALUE: $ 22,066,696.85
B. AMOUNT OF THIS CHANGE ORDER: Council approval requiredif over$25,000 $-1,532,192.56
C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A): -6.94%
D. AMOUNT OF PREVIOUS CHANGE ORDERS: $-528,464.80
E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D): $-2,060,657.36
F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 25% Maximum -9.34%
G. NEW CONTRACT AMOUNT (A+E): $ 20,006,039.49
It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change
Order constitutes full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether
direct, consequential or otherwise, in anyway incident to, or arising out of or resulting directly or indirectly; from the
work performed or modified by the Contractor under this Change Order.
This Change Order is not valid without the following signatures (please sign in order and return 3 originals
(1 RACTOR Date
(2) ROJECT I
Approved as to Content:
CAM �"dAlc 5la 11
Ap a to Form:
(3) OWNEFtS REPRES NTATIVE Date
(4) I PT
(5) CAPITAL PROJECTS MANAGER Date (6)
/7
/ENGINEER Date
/ Dat /
5/aal2r�t �
CONTRACT MANAGER Date
Change Orders over^5,000 require a Contract Cover Sheet and the following signatures
CITY O LUBBOC / A rE
it 5/25/201'; 17
(7) MAYOR Date (8) CIT SECRETARY Date
Council Date: May25, 2017 Agenda Item #:. .22 Resolution #: 17-RO 194
co #8
City of Lubbock
Runway 17R-35L Phase I
ITEM
DESCRIPTION OF ITEM
ORIGINAL CONTRACT INFORMATION
WORK PERFORMED TO DATE
QUANTITY ADJUSTMENTS
QuantityUnit
Price
Amount
Quanti
Amount
Quart
Amount
NO.
2
Rem P-101, Remove and Dispose of P-501, 13 to 15-inch
Thickness and P-304 38-inch Thickness
23,770
SY
$ 25.00
$ 594 250.00
24 032.72
$ 600 818.00
262.72
$ 6,568.00
3
Rem P-101, Remove and Dispose of P-501, 13 to 15-inch
Thickness
1,250
SY
$ 25.00
$ 31 250.00
1,593.06
$ 39 826.50
343.06
$ 8,576.50
4
Rem P-101, Remove and Dispose of P-501, 7-inch Thickness, and
P-304 6-inch Thickness
3,990
SY
$ 14.50
$ 57 855.00
3,913.52
$ 56 746.04
-76.48
$ (1,108.96)
5
Rem P-101, Remove and Dispose of Bituminous Surface, 2-inch
Thickness and Bituminous Base 4-inch Thickness
2,290
SY
8.40
$ 19 236.00
2,139.20
$ 17 969.28
-150.80
$ (1,266.72)
6
Item PA01, Remove and Dispose of Bituminous Surface, 2-inch
Thickness, and Bituminous Base, 8-inch Thickness
1,860
BY
$ 14.50
$ 26 970.00
1,594.17
$ 23 115A7
-265.83
$ 3 854.54
7
Rem P-101, Concrete Spell Repair Including Surface Preparation
and Repair Material
180
SF
$ 80.00
$ 14 400.00
22.66
$ 1,812.80
-157.34
$ 12 587.20
8
Rem P-101, Concrete Crack Seal Including Surface Preparation and
Repair Material
3,000
SF
$ 55.00
$ 165 000.00
47.61
$ 2,618.55
-2 952.39
$ 162 381.45
9
Rem P-101, Repair Cracks in Asphalt Pavement, cracks between
LF
i/8" to t" abor only)7,570
$ 2.80
$ 21 196.00
4.399.30
$ 12 318.04
-3 170.70
$ (8,877.96
10
Rem P-101, Repair Cracks in Asphalt Pavement, cracks greater than
t" (including material, labor, fabric barrier, in -lay asphalt, etc.)
2,530
LF
$ 50.00
$ 126500.00
147.00
$ 7350.00
-2,383.00
$ 119,150.00
11
Rem P-101 Rubber Removal
3,000
SY
$ 3.00
$ 9,000.00
1,999.40
$ 5,998.20
-1,000,60
$ 3,001.80
14
Rem P-152, Excavation and stockpile of material to be reinstalled by
Contractor
8,080
CY
$ 8.00
$ 64 640.00
8,091.67
$ 64 733.36
11.67
$ 93.36
15
Rem P-152 Excavation and haul -oft material by Contractor
8,310
CY
$ 20.00
$ 166 200.00
6,707.52
$ 134 150.40
-1 602AB
$ 32 049.60
17
Item P-152 Grading and Subgrade Preparation Under Areas to be
Paved one 6-inoh lire using in lace material
25,950
SY
$ 1.40
$ 36 330.00
25 033.33
$ 35 046.66
-916.67
$ (1,283.34)
18
am P-152 Grading and Subgrade Preparation Under Areas to be
24,230
SY
Paved one 6-inch lire usin stockpiled material
$ 2.10
$ 50 883.00
23 516.67
$ 49 385.01
-713.33
$ 1,497.99
19
Item P-152 Grading and Topsoil in Unpaved Areas
120,000
SY
$ 0.75
$ 90 000.00
16 954.89
$ 12 716.17
-103,045.11
$ (77,283.83)
20
Rem P-153, Controlled Low Strength Material for Shoulder Backfill
360
CY
$ 175.00
$ 63 000,00
365.65
$ 63 988.75
5.65
$ 988.75
21
Rem P-155, Lime Treated Subgrade, excluding lime (6-inch
25,950
SY
Thickness usin stockpiled material
$ 6.00
$ 155 700.00
25 033.33
$ 150 199.98
-916.67
$ (5,500.02)
22
Rem P-155 Lime used in LTSG
440
TON
$ 175.00
$ 77 000.00
269.60
$ 47 180.00
-170.40
$ 29 820.00
24
Item P-209 Crushed Anarnate Base Course 6-inch Thickness
220
SY
$ 50.00
$ 11 000.00
$
-220.00
$ 11 000.00
25
Item P-209, Crushed Aggregate Base Course (10-inch Thickness)
1,510
SY
$ 40.00
$ 60 400.00
1,516.66
$ 60 666.40
6.66
$ 266.40
26
Item P-304, Cement Treated Base Course, (&inch Thickness two 3-
SY
inch lifts)24,230
$ 19.00
$ 460 370.00
23 516.67
$ 446 816.73
-713.33
$ 13 553.27
27
Rem P-401, Plant Mix Bituminous Pavements (4-inch Thickness two
5,350
TON
2-inch lifts)$
147.00
$ 786 450.00
5,036.76
$ 740 403.72
-313.24
$ 46 046.28
28
1 Rem P 401, Plant Mix Bituminous Pavements (6-inch Thickness two
1,610
TON
3-inch lifts
$ 160.00
$ 257600.00
1787.50
$ 286,000.00
177.50
$ 28400.00
29
Iftern P401, Plant Mix Bituminous Pavements 3% Bonus
1
LS
$ 31 321.50
$ 31 321.50
0.0487565
$ 1,527.13
-0.95
$ 29 794.37
30
Rem P-501, Portland Cement Concrete Pavement (8-inch Thickness
SY
includingadditional millingas necessary)135
$ 175.00
$ 23 626.00
85.30
$ 14 927.50
49.70
$ (8,697.50)1
31
Item P-501, Portland Cement Concrete Pavement (9-inch
215
SY
Thickness)
$ 100.00
$ 21 500.00
69.44
$ 6,944.00
-145.56
$ 14 556.00
32
Item PS01, Portland Cement Concrete Pavement (13 to15-inch
1,250
SY
Thickness
$ 115.00
$ 143 750.00
1,490.42
$ 171 396.30
240.42
$ 27 648.30
33
Rem P-501, Portland Cement Concrete Pavement (16-inch
23,770
SY
Thickness
$ 71
$ 1,1 750.00
23 309.44
$ 1 748 208.00
-460.56
$ 34 542.00
34 '
Rem P-501 Portland Cement Concrete Pavement 6% Bonus
1
LS
$ 118 297.50
S 118 297.50
0.8973892931
$ 106 158.91
-0.10
$ 12 138.59
35
ftem P-602, Bituminous Prime Coat, Including herbicidal treatment
9,300
GAL
$ 5.75
$ 53 475.00
1 4,390.971
$ 25 248.08 1
-4 909.03
$ 28 226.92
Page 1 of 5 QuantityAdjustmentsPI.xlsx
co #8
City of Lubbock
Runway 17R35L Phase 1
ITEM
DESCRIPTION OF ITEM
ORIGINAL CONTRACT
INFORMATION
WORK PERFORMED TO DATE
QUANTITY ADJUSTMENTS
NO.
Quan
Unit
Price
Amount
Quart!
Amount
Quantity
Amount
36
Rem P-605, Joint Sealing Filler, Clean and seal joints in existing
concrete Keel section(including labor and materials
6,420
LF
$ 2.10
$ 13 482.00
6,275.00
$ 13 177.50
-145.00
$ 304.50
37
Rem P-605, Joint Sealing Filler, Material Used in Sealing Cracks in
Existing Bituminous Pavement
330
GAL
$ 0.10
$ 33.00
184.44
$ 18.44
-146.56
$ 14.66
39
Rem P-620, Obliteration of Permanent Runway and Taxiway
Painting
118,450
SF
$ 1.10
$ 130 295.00
103 460.00
$ 113 806.00
-14 990.00
$ 16 489.00
40
Rem P-620, Temporary Runway and Taxiway Painting
30,600
SF
$ 0.45
$ 13 770.00
28 535.00
$ 12 840.75
-2 065.00
$ 929.25
42
Rem P-621, Sawcut Grooving
19,000
SY
$ 1.65
$ 31 350.00
18 791.66
$ 31 006.24
-208.34
$ 343.76
44
Rem D-705, Underdrein system (including piping, fittings, protective
sleeve, deanouts, backfill, and restoration of trench)
4,570
LF
$ 41.00
$ 187 370.00
4,397.95
$ 180 316.00
-172,05
$ ,054.00
45
Rem D-705, Underdrain discharge line
370
LF
$ 40.00
$ 14 800.00
335.00
$ 13 400.00
35.00
$ (1.400.00)1
48
Rem T-901, Soil Preparation, compost, seeding and fertilizing
25
AC
$ 2,500.00
$ 62 500.00
14.53
$ 36 330.00
-10.47
$ 26 170.00
49
Rem L-108, Bare No. 6 AWG shield wire, installed in trench or duct
bank, including round rods and exothermic bonds
620
LF
$ 1.40
868.00
992.00
$ 1,388.80
372.00
$ 520.80
50
Rem LAGS, Remove No. 8 AWG, Type C, 5KV L-824C cable
including trench and conduit
620
LF
I $ 5.50
$ 3410.00
992.00
$ 5456.00
1 372.00
$ 2046.00
51
Rem L-108, No. 8 AWG, Type C, SKV L-824C cable including
trench and eonduR
620
LF
$ 15.00
$ 9 300.00
992.00
$ 14 880.00
372.00
$ 5,580.00
55
Item L-125, New L-850 Fixture including new L-830.6 (200W)
Transformer and PVC transformer support, on new L-868 Base Can
1
FA
including connection to new grounding rod and existing ground wire
$ 4,400.00
$ 4,400.00
7.00
$ 30 800.00
6.00
$ 26 400.00
57
Rem L-125, New L-862 Threshold Fixture with new 1-467 Base Can
including new base plate with ground tab, L-830-6 (200W)
Transformer and PVC transformer support. Conned to new
8
EA
groundino rod and existing round wire.
$ 1,500.00
12 000.00
9.00
$ 13 500.00
1.00
$ 1 500.00
58
Rem MC, Nonwoven Geoteldile Intedayer (including anchors)
25,180
SY
$ 3.00
$ 75 540.00
25 621.43
$ 76 864.29
441.43
$ 1,324.29
59
Rem MC, Pavement patch / pothole repair
250
SY
$ 65.00
$ 16 250.00
28.26
$ 1,837.19
-221.74
$ 14 412.81
A1-2
Rem P-101, Remove and Dispose of P-501, 13 to 15-inch
Thickness and P304 *8-inch Thickness
22,070
SY
$ 20.00
$ 441 400.00
21 738.61
$ 434 772.20
-331.39
$ (6.627.80)
A1-3
Rem P-101, Remove and Dispose of P-501, 13 to 15-inch
Thickness
1,060
SY
$ 25.00
$ 26,500.00
95620
$ 23905.00
-103.80
$ 2,595.00
A14
Rem P-101, Remove and Dispose of Bituminous Surface, 24nch
2.190
SY
Thickness and Bituminous Base 4-inch Thickness
$ SAO
$ 18 396.00
2.139.20
$ 17 969.28
50.80
$ 426.72
A1-5
Rem P-101, Remove and Dispose of Bituminous Surface, 2-inch
Thickness and Bituminous Base 8-inch Thickness
1,000
SY
$ 14.50
$ 14,500.00
993.47
$ 14,405.32
-6.53
$ 94.68
A1-6
Rem P-101, Concrete Spall Repair Including Surface Preparation
and Re air Material
160
SF
$ 80.00
$ 12 800.00
18.54
$ 1,483.20
-141.46
$ 11 316.80
q1-7
ncrete Crac Sea n u ing Su ace reparation an
- ,Coair
Re
Rep Materiel
150
LF
$ 55.00
8,250.00
42.69
$ 2,347.95
-107.31
$ (5.902.051
A1-8
hem P-101, Repair Cracks in Asphalt Pavement, cracks between
1/8" to 1" labor only)$
7,020
LF
2.80
$ 19.656.00 1
3,944.20
$ 17 043.76
4,075.80
$ (8.612.24)
At-9
Hem P-101, Repair Cracks in Asphalt Pavement, cracks greater than
2,340
LF
1" inc ludin material labor, fabric barker, in -lay as halt etc.
$ 50.00
$ 117 000.00
105.50
$ 5,275.00
-2 234.50
$ 111 725.00
Al-10
Item P-101, Rubber Removal
11,500
SY
$ 3.00
$ 34 500.00
7,997.60
$ 23 992.80
-3 502.40
$ 10 507.20
Al-11
Rem P-152, Excavation and stockpile of material to be reinstalled by
Contractor
7,700
CY
$ 8.00
$ 61 600.00
7,452.78
$ 59 622.24
-247.22
$ 1 977.76
Al-12
Rem P-152 Excavation and haul-otf material b Contractor
3,220
CY
$ 20.00
$ 64 400.00
2,851.22
$ 57 024.40
368.78
$ 375.60
Al-14
Rem P-152 Grading and Subgrade Preparation Under Areas to be
Paved one 6-inch lift usingin lace material
23,510
SY
$ 1.40
$ 32 914.00
22 900.00
$ 32 060.00
-610.00
$ 854.00
Page 2 of 5 quantityAdjustmentsPl.xlsx
co #8
City of Lubbock
Runway 17R-35L Phase I
ITEM
DESCRIPTION OF ITEM
ORIGINAL CONTRACT
INFORMATION
WORK PERFORMED TO DATE
QUAN71TY ADJUSTMENTS
Quanf
Unit
Price
Amount
Quanbivi
Amount
Quart
Amount
NO.
Al-15
Item P-152 Grading and Subgrade Preparation Under Areas to be
Paved one 6-inch lift usingstockpiled material
22,510
SY
$ 2.10
$ 47 271.00
27 816.67
$ 45 815.01
-693.33
$ (1.455.99).
AlA6
Item P-152 Grading and Topsoil in Unpaved Areas
98,150
SY
$ 0.75
$ 73 612.50
1,847.22
$ 1,386.42
-96 302.78
It 2 227.09
Al-17
Rem P-153 Controlled Law Strength Material for Shoulder Backfill
310
CY
$ 175.00
$ 54 250.00
315.84
$ 55 272.00
5.84
$ 1,022.00
A7-18
Rem P-155, Lime Treated Subgrade, excluding lime (6-inches
Thickness usingstockpiled material)$
22,510
SY
6.00
$ 135 060.00
22 900.00
$ 137 400.00
390.00
$ 2,340.00
Al-19
Iftern P-155 Lime used in LTSG
380
TON
I $ 175.00
$ 66 500.00
249.04
$ 43 582.00
-130.96
$ 22 918.00
Al-21
Item P-209 Crushed reate Base Course 6-inch Thickness
1,010
SY
E 40.00
$ 40 400.00
1 083.33
$ 43 333.20
73.33
$ 2.933.20
Al-22
Item P-304 Cement Treated Base Course 6-Inch Thickness
22,510
SY
$ 18.00
$ 405 180.00
21 816.67
$ 392 700.06
-693.33
E 12 479.94
Al-23
Item Pr101, Plant Mix Bituminous Pavements (4-inch thickness, two
2-inch lifts
4,970
TON
$ 137.50
$ 683 375.00
4,631.73
$ 636 862.88
-338.27
$ 46 512.13
Al-24
hem P-401, Plant Mix Bituminous Pavements (6-inch thickness, two
3-inch lifts)$
1,052
TON
160.00
$ 168 320.00
1,276.97
$ 204 315.20
224.97
$ 35,99520
At-25
Rem P401 Plant Mix Bituminous Pavements 3% Bonus
1
LS
$ 25 550.85
$ 25 550.85
0.0468241
$ 1,196.40
-0.95
$ 24 354.45
Ai-26
Item P-501, Portland Cement Concrete Pavement (16-inch
Thickness
22.070
SY
$ 67.50
$ 1 489 725.00
21 471.85
$ 1 449 349.88
598.15
$ 40 375.13
Al-27
Item P-501, Portland Cement Concrete Pavement (14-inch
Thickness)$
1,060
SY
115.00
$ 121900.00
956.20
$ 109963.00
-103.80
$ 11937.00
Al-28
Item P-501, Portland Cement Concrete Pavement (8-inch Thickness
indudin additional millin es necessa
75
SY
$ 160.00
$ 12 000.00
56.89
$ 9,102.40
-18.11
$ (2.897.60)
Al-29
Rem - o an smart oncrete avement -mc
Thickness
1,000
SY
$ 75.00
$ 7500000
972.22
$ 72 916.50
-27.78
1 2 083.50
A1-30
hem P-501 Portland Cement Concrete Pavement 6% Bonus
1
LS
$ 101,917.50
$ 101917.50
0.464505506
$ 47341,24
-0.54
$ 54,576.26
Al-31
Item P 602 Bituminous Prime Coat Including herbicidal treatment
6,800
GAL
$ 5.75
$ 39 100.00
3,993.5
$ 22 962.63
.2.806.60
$ 16 137.38
Al-32
hem P 605, Joint Sealing Filler, Clean and seal joints in existing
concrete Keel section (includinglabor and materials)$
10,900
LF
2.00
$ 21 800.00
9,750.00
$ 19 500.00
-t 150.00
$ (2,300.00)
Al-33
Item P-605, Joint Sealing Filler, Material Used in Sealing Cracks in
Existing Bituminous Pavement
310
GAL
I $ 0.10
$ 31.00
165.36
$ 16.54
-144.64
14.46
A1-38 lRem
P-621 Sawcut Grooving.
.
.
.
-359.44
$ 557.13
Al-40
hem D-705, Underdrain system (including piping, fittings, protective
sleeve deanouts, backfill and restoration of trench)$
3,970
LF
36.00
$ 142 920.00
3,850.00
$ 138 600.00
-120.00
$ (4,320.00)
Al 42
hem T-901 Soil Preparation, compost, seeding and fertilizing
20
AC
$ 2,500.00
$ 50 000.00
1.1950
$ 2,987.50
-18.81
$ 47.012.50
Al 43
Rem L-108, Bare No. 6 AWG shield wire, installed in trench or duct
bank including round rods and exothermic bonds
400
LF
$ 1.40
$ 560.00
200.00
$ 280.00
-200.00
$ 280.00
A144
Rem L-108, Remove No. 8 AWG, Type C, 5KV L-824C cable
including trench and conduit
400
LF
$ 5.50
$ 2,200.00
172.00
$ 946.00
-228.00
$ (1,254.00)
A1.45
Item LA08, No. 8 AWG, Type C, 5KV L-824C cable including
trench and conduit
400
LF
$ 15.00
$ 6,000.00
200.00
$ 3,000.00
-200.00
$ (3.000.00)
At 46
Item L-125, Install L-860 Centedine/rDZ Light Cans (Including
Connect Conduit to Existing Conduit and conned to new grounding
115
FA
rod and eidsting ground wire)
$ 2,100.00
$ 241 500.00
114.00
$ 239 400.00
-1.00
$ (2,100.00)
Al-48 I
hem MC Nonwoven Geotextile Inteda er(including anchors
23,360
SY
$ 3.00
$ 70 080.00
24 353.42
$ 73 060.26
993.42
$ 2.980.26
Al-50
hem MC Pavement patch / pothole repair
250
SY
$ 55.00
$ 13 750.00
36.19
$ 1,990.29
-213.81
$ 11,760
A2-2
Rem P-101, Remove and Dispose of P-501, 13 to 15-inch
Thickness
39,760
SY
16.00 1
$ 636 160.00
40 645.59
$ 650 329.44
885.59
$ 14 169.44
A2-3
Rem P-101, Remove and Dispose of Bituminous Base Course
variable Thickness layer)$
8,800
CY
23.00
S 202 400.00
13 048.92
$ 300 125.16
4,248921
$ 97 725.16
A24
Item P-101, Remove and Dispose of Bituminous Surface, 2-inch
Thickness and Bituminous Base 4-inch Thickness
3,610
SY
$ 8.40
$ 30 324.00
3 540.79
$ 29 742.64
-69.21
$ 581.313
A2-5
em - 1, emovean ispose numinous u ace,2-inc
Thickness and Bituminous Base 8-inch Thickness
1,640
SY
$ 14.50
$ 23 780.00
1568.55
$ 22 743.98
-71.45
$ 1 036.03
Page 3 of 5 QuantityAdjustmentsP1.xlsx
co #8
City of Lubbock
Runway 17R35L Phase
ITEM
DESCRIPTION OF ITEM
ORIGINAL
CONTRACT INFORMATION
WORK PERFORMED TO DATE
QUANTITY ADJUSTMENTS
Quantity
Unit
Price
Amount
Quantity
Amount
Quantity
Amount
NO.
A2-6
hem P-101, Concrete Spell Repair Including Surface Preparation
and Repair Material
20
SF
$ 85.00
$ 1,700.00
116.45
$ 9,898.25
96A5
$ 8,198.25
A2-7
hem P-101, Concrete Crack Seal including surface preparation and
Repair Material
500
LF
$ 55.00
$ 27 500.00
73.89
$ 4,063.95
-426.11
$ 23 436.05
A2-8
hem P-101, Repair Cracks in Asphalt Pavement, cracks between
1l8" to 1" labor only)8,510
LF
$ 2.80
$ 23 828.00
6,826.50
$ 19 114.20
-1 683.50
$ (4,713.80)
A2-9
Item P-101, Repair Cracks in Asphalt Pavement, cracks greater than
2,840
LF
1" fincluding material labor, fabric barrier, in -lay asphalt. etc.
$ 50.00
$ 142 000.00
147.001
$ 7,350.00
-2 693.00
$ 134 650.00
A2-11
hem P.152, Excavation and stockpile of material to be reinstalled by
Contractor
12,940
CY
$ 8.00
$ 103 520.00
11 640.70
$ 93 125.60
-1 299.30
$ 10 394.40
A2-12
hem P-152 Excavation and haul -off material by Contractor
5,120
CY
$ 20.00
$ 102 400.00
$
5 120.00
$ 102 400.00
A2-13
hem P-152, Excavation for undercutting of unsuitable material
(including obtainingand installingsuitable borrow material
1,000
CY
$ 25.00
$ 25 000.00
$
-i 000.00
$ 25 ODO.00
A2-14
hem P-152 Grading and Subgrade Preparation Under Areas to be
Paved one 6-inch lift usingin lace material
39,430
SY
$ 1.30
$ 51 269.00
38 272.23
$ 49 753.90
-1,157.77
$ (1,505.10
A2-15
hem P-162 Grading and Subgrade Preparation Under Areas to be
Paved one 6-inch lift usingstockpiled material
38,230
SY
$ 2.10
$ 80 83.00
37 116.67
$ 77 945.01
-1 113.33
$ (2,337.99)
A2-16
hem P-152 Grading and Topsoil in Unpaved Areas
169,200
SY
$ 0.75
$ 126 900.00
$
-169 200.00
$ 126 900.00
A2-17
630
CY
Rem P-153 Controlled Low Strength Material for Shoulder Backfill
$ 175.00
$ 92 750,00
469.00
$ 82 075.00
-61.00
$ 10 675.00
A2-18
Rem P-155, Lime Treated Subgrade, excluding lime (6-inches
Thickness usingstockpiled material
39,430
SY
$ 6.00
$ 236 580.00
38 405.12
$ 230 430.72
-1 024.88
$ (6,149.28)
A2-19
Item P-155 Lime used in LTSG
670
TON
$ 175.00
$ 117 250.00
216.53
$ 37 892.75
-453.47
$ 79 357.25
A241
hem P-304 Cement Treated Base Course 64nch Thickness
1,150
SY
$ 40.00
$ 46 000.00
1,155.56
46 222.40
5.56
$ 222.40
A2-22
hem P-304, Cement Treated Base Course, 6-inch Thickness
38,230
SY
$ 18.00
$ 688 140.00
39 510.16
$ 711 182.88
1,280.16
$ 23 042.88
A2-23
Rem P-401, Plant Mix Bituminous Pavements (4-inch thickness, two
2-inch lifts
8,430
TON
$ 140.00
$ 1 180 200.00
9,218.43
$ 1,290,580.20
788A3
$ 110 380.20
A2-24
hem P-401, Plant Mix Bituminous Pavements (6-inch thickness two
3-inch lifts
1,740
TON
$ 160.00
$ 278400.00
1980.47
$ 316875.20
240.47
$ 38475.20
A2-25 I
hem P-401 Plant Mix Bituminous Pavements 3% Bonus
1
LS
$ 43 758.00
$ 43758.00
1.02541341
$ 44 870.04
0.03
$ 1,112.114
A2-26
hem P-501, Portland Cement Concrete Pavement (16-inches
Thickness
37,510
SY
$ 72.50
$ 2,719,475.00
36 480.11
$ 2,644,807.98
-1 029.89
$ (74,667.02)
A2-27
Rem P501, Portland Cement Concrete Pavement (14-inches
Thidmess
2,250
SY
$ 115.00
$ 258 750.00
2,766.87
$ 318 190.05
516.87
$ 59 440.05
A2-28
hem P501, Portland Cement Concrete Pavement (8-inch Thickness
includingadditional millingce as nessa
120
SY
$ 170.00
$ 20 400.00
101.86
$ 17 31620
-18.14
$ (3,083.80)
A2-29
Item P501, Portland Cement Concrete Pavement (9-inches
1,150
SY
Thickness
$ 75.00
$ 86 250.00
1,111.11
$ 83 333.25
-38.89
$ (2,916.75)
A230
hem P501 Portland Cement Concrete Pavement 6 % Bonus
1
LS
$ 185 092.50
$ 185,092.50
0.919205316
$ 170 138.01
-0.08
$ 14 954.49
A231
Item P502 Bituminous Prime Coal including herbicidal treatment
11500
,
GAL
$ 5.75
$ 66 125.00
7,590.00
$ 43 642.50
-3 910.00
$ 22 482.50
A2-32
hem P505, Joint Sealing Filler, Clean and seal joints in existing
concrete Keel section (includinglabor and materials
10,120
LF
$ 2.00
$ 20,240.00
14325.00
$ 28650.00
4,205.00
$ 8410.00
A2-33
Rem P505, Joint Sealing Filler, Material Used in Sealing Cracks in
370
GAL
ExistingBituminous Pavement
$ 0.10
$ 37.00
286.20
$ 28.62
-83.80
$ 8.38
A2-38
Rem P521 Sawcut Grooving
29,900
SY
$ 1.65
$ 49 335.00
29 395.62
$ 48 502.77
-504.38
$ 83223
A240
hem D-705, Underdrain system (including piping, fittings, protective
6,750
LF
sleeve, deanouts, backfill and restoration of trench
$ 39.00
$ 263 250.00
6,753.50
$ 263.386.50
3.50
$ 136.50
A2-42
Rem T-901 Soil Pre aration com ost seedin and fertilizing
35
AC
$ 2 500.00
$ 87 500.00
1.34
$ 3 357.50
-33.66
$ 84 142.50
A243
Rem L-108, Bare No. 6 AWG shield wire, installed in trench or dud
bank including round rods and exothermic bonds
1 ,020
LF
$ 1.40
$ 1,428.00
1,181.00
$ 1,653.40
161.00
$ 225.40
Page 4 of 5 QuantityAdjustmentsPl.xlsx
co #8
City of Lubbock
Runway 17R35L Phase I
ITEM
DESCRIPTION OF ITEM
ORIGINAL CONTRACT
INFORMATION
WORK PERFORMED TO DATE
QUANTITY ADJUSTMENTS
Quantity
Unit
Pdce
Amount
Quantity
Amount
Quantity
Amount
NO.
A2-44
Rem L-108, Remove No. 8 AWG, Type C, 5KV L-824C cable
includingtrench and conduit
1,020
LF
$ 5.50
$ 5,610.00
$
-1 020.00
$ 5610.00
A2-45
Rem L-108, No. 8 AWG, Type C, 5KV L-824C cable including
trench and conduit
1,020
LF
$ 15.00
$ 15 300.00
1,181.00
$ 17 715.00
161.00
$ 2415.00
A2r16
ern -12 , Sa Rage and Reinstall Existing L-862 Threshold Fixture
on new L-867 Base Can, including connection to new grounding rod
4
E4
and existinground wire
$ 2,100.00
$ 8400.00
2.00
$ 4.200.00
.2.00
$ 4 200.00
A2.47
Rem L-125, Replace Existing L-862 HIRL Fixture with new L-862
Fixture including new base plate with ground tab, L-830-18 (150W)
4
EA
Transformer and PVC transformer support
650.00
$ 2,600.00
E
-4.00
$ (2.600.00)
�-48
kern MC Nonwoven Geotextile Inted er (includinganchors
38,980BY
3.00
$ 116 940.00
41 464.80
$ 124 394.40
2 484.80
$ 7 464.40
A2-50
Rem MC, Pavement patch / pothole repair
500
55.00
$ 27,500.00
50.2241
$ 2,762.33
-449.78
$ 24,737.67
Change Order Items
$
Addition of Temporery windcone for Base Bid and Alt 2 relocated
1
2LS$
thresholds
7 000.00
$ 7,000.00
0.5000
$ 3,500.00
-0.50
$ 3 500.00
D-705
1
17 8 55.00
$ 17 805.00
0.882752035Rem
P-608
5051 D
2.50
$ 126 275.00
48 542.0000
$ 121 355.00
-1 968.00
$ 4 920.00
$ (1,527,192.58)
Page 5 of 5 QuantityAdjustmentsPI.xlsx
co #8
CITY OF LUBBOCK
RUNWAY 17R-35L PHASE
Phase
App #
Month/Year
1 st Weather
Day
Last
Weather
Day
# of Weather
Days
BB+AIt1
2
Nov-14
11 /412014
11 /4/2014
1
BB+AIt1
4
January 2015 Weather Days
1/5/2015
1/31/2015
8
BB+AIt1
5
February 2015 Weather Days
2/1/2015
2/28/2015
10
BB+AIt1
6
March 2015 Weather Days
3/1/2015
3/12/2015
12
BB+Alt1
7
Aril 2015 Weather Days
4/12/2015
4/30/2015
8
BB+AIt1
8
May 2015 Weather Days
5/1/2015
5/29/2015
14
BB+AIt1
9
June 2015 Weather Days
6/15/2015
6/15/2015
1
BB+AIt1
10
July 2015 Weather Days
7/7/2015
7/10/2015
2
BB+AIt1
11
August 2015 Weather Days
8/17/2015
8/28/2015
3
BB+AIt1
12
September 2015 Weather Days
9/13/2015
9/24/2015
6
TOTAL WEATHER DAYS (Base Bid + Alt 1) 65
Phase
Month/Year
1 st Day
Last Day
# of Delayed
Days
BB+AIt1
January 2015 P-152 Work
1/19/2015
1/31/2015
6
BB+AIt2
Feburary 2015 P152 Work
2/4/2015
2/11/2015
8
TOTAL SUBGRADE DAYS (Base Bid + Alt 1) 14
Phase I Description I Start Date I End Date I # of Days
BB+AIt1 lConstruction Base Bid +Alt 1 10/28/2014 1 12/17/20151 416
TOTAL DAYS USED (Base Bid + Alt 1) 416
Original Contract Time (Base Bid + Alt 1): 380
Change Order Days: -45
Approved Weather Days: 65
Approved Subgade Days: 14
Days Used: 416
Contract Time Overrun (Base Bid + Alt 1) 2
Description Days I Price I Amount
Liquidated Damages (Base Bid + Alt 1) 2 1 ($2,500.00) ($5,000.00)
Page 1 of 2 ContractTimeAdjustmentPl.xlsx
c0 #8
CITY OF LUBBOCK
RUNWAY 17R-35L PHASE I
Phase
App #
Month/Year
1 st Weather
Day
Last
Weather
Day
# of Weather
Days
Alt 2
18
March 2016 Weather Days
3/9/2016
3/9/2019
1
Alt 2
19
Aril 2016 Weather Days
4/13/2016
4/19/2016
2
Alt 2
20
May 2016 Weather Days
5/12/2016
5/31/2016
9
Alt 2
21
June 2016 Weather Days
6/1/2016
6/2/2016
2
Alt 2
22
July 2016 Weather Days
7/5/2016
7/20/2016
8
Alt 2
23
August 2016 Weather Days
8/8/2016
8/8/2016
1
Alt 2
26
November 2016 Weather Days
11/9/2016
11/19/2016
4
Alt 2
27
December 2016 Weather Days
12/8/2016
12/20/2016
5
Alt 2 1
28
March 2017 Weather Days
3/23/2017
3/25/2017
3
TOTAL WEATHER DAYS (Alt 2) 35
Description
Start Date
End Date
# of Days
Construction Alt 2
1/4/2016
12/22/2016
354
Work Sto a e Due to Weather
12/23/2016
3/19/2017
Punch List Alt 2)
3/20/2017
3/27/2017
8
TOTAL DAYS USED (Alt 2) 362
Original Contract Time (Alt 2): 240
Change Order Days: 88
Approved Weather Days: 35
Days Used: 362
Contract Time Overrun (Alt 2) -1
Description
Days
I Price
I Amount
Liquidated Damages (Base Bid + Alt 1)
2
$2,500.00)
$5,000.00
Liquidated Damages Alt 2
0
$2,500.00
$0.00
Total Liquidated Damages ($5,000.00)
Page 2 of 2 ContractTimeAdjustmentPl.xlsx
CERTIFICATE OF INTERESTED PARTIES
FORM 1295
1 of 1
Complete Nos. 1- 4 and 6 if there are interested parties.
Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties.
OFFICE USE ONLY
CERTIFICATION OF FILING
Certificate Number:
2017-207290
Date Filed:
05/15/2017
Date Acknowledged:
05/22/2017
1 Name of business entity filing form, and the city, state and country of the business entity's place
of business.
Duininck, Inc.
Roanoke, TX United States
2 Name of governmental entity or state agency that is a party to the contract for which the form is
being filed.
City of Lubbock
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a
description of the services, goods, or other property to be provided under the contract.
11652 Change Order 8
Lubbock Preston Smith International Airport Runway 17R-35L
4
Name of Interested Party
City, State, Country (place of business)
Nature of interest
(check applicable)
Controlling
I Intermediary
5 Check only if there is NO Interested Party.
X
6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct.
Signature of authorized agent of contracting business entity
AFFIX NOTARY STAMP / SEAL ABOVE
Sworn to and subscribed before me, by the said this the day of
20 , to certify which, witness my hand and seal of office.
Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath
Forms provided by Texas Ethics Commission www.ethics.state.tx.us version vi.u.ubi
CERTIFICATE OF INTERESTED PARTIES FORM 1295
1of1
Complete Nos. 1 - a and 6 if there are interested parties.
OFFICE USE ONLY
Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties.
CERTIFICATION OF FILING
Certificate Number:
1 Name of business entity filing form, and the city, state and country of the business entity's place
of business.
2017-207290
Duininck, Inc.
Roanoke, TX United States
Date Filed:
05/15/2017
2 Name of governmental entity or state agency that is a party to the contract for which the form is
being filed.
City of Lubbock
Date Acknowledged:
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a
description of the services, goods, or other property to be provided under the contract.
11652 Change Order 8
Lubbock Preston Smith International Airport Runway 17R-35L
Nature of interest
4
Name of Interested Party
City, State, Country (place of business)
(check applicable)
Controlling I
Intermediary
5 Check only if there is NO Interested Party. ❑
X
6 AFFIDAVIT 9, �.• /Z�e4,. 1 swear, or affirm, under penalty of Perjury, that the above disclosure is true and correct.
-1
P
O y %
OF Signature of authorized agent of contracting business entity
�% ••.
?CPnnIR . ., ��
AFFIX NOTARY�6t, -P�s 1 � ( �VE
Sworn to and subscribed before me, by the said RYAN DUIN INCK this the 1 -1 +h day of
20 1 `i , to certify which, witness my hand and seal of office.
(3=; 1 ( ��'.___°�'-�— BARRY HUIZENGA CONTRACT MANAGER
Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath
Forms provided by Texas Ethics Commission www.ethics.state.tx.us version vi.u.863