HomeMy WebLinkAboutCHANGE ORDER - BID - 7332 MAX BRT PROJECT (10)PROJECT TITLE:
CONTRACTOR:
PROJECT NUMBER:
PURCHASE ORDER NO.:
DESCRIPTION:
1. Reason for change:
CHANGE ORDER NO. 05
Mason Corridor - MAX BRT
Concrete Express, Inc.
7332 (CEI project no. 12-009)
9124039
Mason Grade Separation at NRRC
See attached Exhibit A to this change order.
2. Description of Change:
See attached Exhibit A and B to. this change order.
c
Please reference Exhibit A for changes to contract time and definitions of Milestones 1 and 2 related to the
Mason Grade Separation portion of the project.
3. Change in Contract Cost: $1,779,894.43
4. Change in Contract Time: 0 calendar days for substantial completion (MAX Project)
0 calendar days for final completion (MAX Project)
ORIGINAL CONTRACT COST
$31,886,878.94
TOTAL APPROVED CHANGE ORDERS
$394,402.40
TOTAL PENDING CHANGE ORDERS
$0.00
TOTAL THIS CHANGE ORDER
$ 1,779,894.43
TOTAL % OF ORIGINAL CONTRACT, THIS C.O.
5.58%
TOTAL % OF ORIGINAL CONTRACT, ALL C.O.'S
6.82%
ADJUSTED CONTRACT COST
$34,061,175.77
ACCEPTED BY:
Contractor's Represen
REVIEWED BY:
Construction Manager
APPROVED BY: C
City Project Manager(
APPROVED BY: \
City Engineer
APPROVED BY:
Purchasing Agent over
all change orders
n
cc: City Clerk Architect
Contractor Engineer
Project File Purchasing
DATE: 15 t13
DATE:
DATE:S
DATE�6^J3 "I5
DATE: G-, I7-t)
Page 1 of 4
ma -ft
CHANGE ORDER NO. 5
Exhibit A
Project: Mason Corridor — MAX BRT
Project No. 7332 (CEI project #12-009)
Date: May 9, 2013
Description of Change:
MAX Field Construction Office
3000 South College Ave., Suite 201
Fort Collins, CO 80526
fcgov.com/maxconstruction
This change order adds the Mason Grade Separation at NRRC Overpass Ramps and substructure to the MAX
BRT construction contract. This work includes design, procurement, installation and construction of the NRRC (aka
Spring Creek) Overpass as is shown in the attached Mason Grade Separation at NRRC. Change Order 4-12-13
plans and Mason Grade Separation at NRRC-Change Order No 5 specification special provisions. Elements of
construction not specifically outlined in the Mason Grade Separation at NRRC-Change Order No 5 specifications
and special provisions shall be specified, constructed and warranted according to the Specifications and Contract
Documents for the MAX Project — Bid #7332 as amended herein.
Specifically, the work consists of excavation, embankment, caisson installation, reinforcing steel, structural
concrete, sitework, railing, traffic control, wall construction, lighting, site furnishings, mobilization and general
conditions.
Through Work Change Directive (WCD) 051, MAX Proiect — Bid #7332 contract specifications and construction
plans have been formally amended to include the following additions.
Snecifications:
Revision of Section 504 Concrete Block Facing MSE Wall
Revision of Section 514 Pedestrian Railing (Steel)
Revision of Section 601 Structural Concrete
Revision of Section 613 Lighting and Power Equipment
Revision of Section 715 Lighting Materials
Revision of Section 622 Pedestrian Ramp Structure
Revision of Section 622 Rest Area and Building (Site Furnishings)
Revision of Section 630 Construction Traffic Control
Construction Plans:
Contract Drawing Sheets 1-46
Change in Contract Value:
The contract value is being increased by $1,779,894.43. Please see attached quantity and unit price cost schedule
attached hereto and incorporated by reference as Exhibit B.
.. g : _ °ripe order;`.
Total Contract Chan a -this cha
WCD051 — Mason Grade Separation
$1,779,894.43
Total Change Order:
$1,779,894.43
Page 2 of 4
Change in Contract Time:
The MAX Project Bid #7332 contract documents; Section 00520 — Agreement, Article 3; Part 3.2 Liquidated
Damages is hereby modified as follows.
1) Substantial Completion:
Add after the first paragraph:
Eight Hundred Dollars ($800) for each calendar day or fraction thereof that expires after July 31, 2013 for
Substantial Completion Milestone 1 of the East and West Plaza Piers as shown on the Mason Grade Separation at
NRRC. Change Order4-12-13; Sheets 16 through 32.
Substantial Completion Milestone 1 shall be defined as completion of the East and West Plaza Piers, ready for
inspection, concrete initially cured, forms stripped and available for conformational measurements of bearing
for steel bridge fabrication.
Two Thousand Dollars ($2,000) for each calendar day or fraction thereof that expires after October 31, 2013 for
Substantial Completion Milestone 2 of the Mason Grade Separation as shown on the Mason Grade Separation at
NRRC, Change Order 4-12-13 plans and as defined in the Mason Grade Separation at NRRC-Change Order No 5
specifications and the MAX Project — Bid #7332 contract documents.
Substantial Completion Milestone 2 shall be defined as completion of the Mason Grade Separation project as
defined in the plans and specifications referenced above. This portion of the contract (WCD051/Change Order
No. 5) shall be ready for final acceptance.
2) Final Acceptance:
Add after first paragraph:
After Substantial Completion of Milestone 2, Five Hundred Dollars ($500) for each calendar day or fraction thereof
that expires after a 15 calendar day period for Final Payment and Acceptance.
Final Acceptance of the Mason Grade Separation shall be defined as all work complete, including soil
preparation, seeding and construction punch list(s) ready for final acceptance and beneficial use of the site and
facility.
The contract times for the MAX Project are outlined below.
�h�P` 1.bu x-rtxnvxcc`C d t t y1� ^••.. x^� :; Ir 4:w' •.
Contract Time Summ#ry
Revised Substantial Completion Date
January 8, 2014
(BRT Project through CO #4):
Revised Final Acceptance Date
February 7, 2014
(BRT Project through CO #4):
Substantial Completion Milestone 1:
July 31, 2013
(Mason Grade Separation CO#5)
Substantial Completion Milestone 2:
October 31, 2013
(Mason Grade Separation CO#5)
Final Acceptance:
November 15, 2013
(Mason Grade Separation CO#5)
Page 3 of 4
Exhibit B to Change Order No. 5 (WCD051)
-GE CHANGE;ORpER1BIDR#G OQNSTRUCTIONCOFMASONiGRADESEPARATION'ATNRR'C1_
_
-
_, {eY IRON(GREEN; CEI,MDAJE%4,19
- --
2013_. _ _ -
y
ITEM NO.
ITEM DESCRIPTION
UNIT
UNIT COST
QUANTITY
ITEM COST~
201
CLEARING AND GRUBBING
L S
$8,900.00
1
$8,900.00
202
REMOVAL OF ASPHALT MAT
SY
$4.80
478
$2,294.40
203
BLADING
HR
$118.00
8
$944.00
206
STRUCTURE EXCAVATION
CY
$13.50
372
$5,022.00
206
STRUCTURE BACKFILL (CLASS 1)
CY
$20.25
100
$2,025.00
206
STRUCTURE BACKFILL (CLASS 2)
CY
$16.00
303
$4,848.00
206
MECHANICAL REINFORCEMENT OF. SOIL
CY
$34.00
60
$2,040.00
206 ISHORING
(AREA 1)
LS
$6,800.00
1
$6,800.00
206
FILTER MATERIAL (CLASS B)
CY
$40.00
62
$2,480.00
208
EROSION LOG (12 INCH)
LF
$5.00
55
$275.00
208
SILT FENCE
LF
$1.50
100
$150.00
208
CONCRETE WASHOUT STRUCTURE
EA
$1,080.00
1
$1,080.00
208
REMOVAL AND DISPOSAL OF SEDIMENT (EQUIPMENT)
HR
$138.00
20
$2,760.00
208
REMOVAL AND DISPOSAL OF SEDIMENT (LABOR) .
HR
$145.00
40
$5,800.00
208
EROSION CONTROL SUPERVISOR
HR
$64.38
40
$2,575.20
210
ADJUST MANHOLE
EA
$524.00
1
$524.00
212
SEEDING (NATIVE)
ACRE
$9,275.00
0.14
$1,298.50
212
SOIL PREPARATION (SPECIAL)
ACRE
S17,815.00
0.05
$890.75
213
MULCHING (WEED FREE STRAW)
ACRE
$1,500.00
0.14
$210.00
213
MULCH TACKIFIER
LB
$3.00
21
$63.00
403
HOT MIX ASPHALT (PATCHING) (ASPHALT)
SY
$48.50
35
$1,697.50
412
CONCRETE PAVEMENT (6INCH)
SY
$39.10
456
$17,829.60
412
CONCRETE PAVEMENT (6 INCH)(SPECIAL)
SY
$87.25
69
$6,020.25
412
CONCRETE PAVEMENT (8 INCH)(SPECIAL)
SY
$165.00
59
$9,735.00
420
GEOTEXTILE (EROSION CONTROL)(CLASS 1)
SY
$2.40
140
$336.00
420
GEOMEMBRANE
SY
1 $9.00
99
$891.00
503
DRILLED CAISSON (42 INCH)
LF
$346.00
99
$34,254.00
504
BLOCK FACING
SF
$18.00
251
$4,518.00
506
RIPRAP (12 INCH)
CY
$136.45
17
$2,319.65
514
PEDESTRIAN RAILING (STEEL)
LF
$186.00
333
$61,938.00
601
CONCRETE CLASS D (MISCELLANEOUS)
CY
$500.00
34
517,000.00
601
CONCRETE CLASS D (BRIDGE)
CY
$448.30
62
$27,794.60
601
STRUCTURAL CONCRETE COATING
SY
$9.80
159
$1,558.20
602
REINFORCING STEEL
LB
$1.00
17063
$17,063.00
602
REINFORCING STEEL (EPDXY COATED)
LB
$1.06
10008
$10,608.48
609
CURB AND GUTTER TYPE 2 (SECTION II-B)
LF
$12.90
187
$2,412.30
613
LIGHTING AND POWER EQUIPMENT
LS
S42,000.00
1
$42,000.00
620
SANITARY FACILITY
EA
$1,500.00
1
$1,500.00
622
PEDESTRIAN RAMP STRUCTURE
LS
$1,207,806.00
1
$1,207,806.00
622
STRUCTURAL ENGINEERING SERVICES FOR RAMP
LS
S42,900.00
1
$42,900.00
622
BICYCLE RACK
EA
$1,200.00
3
$3,600.00
622
TRASH RECEPTACLE
EA
$1,610.00
2
$3,220.00
625
SITE SURVEY & STAKING
LS
S4,845.00
1
$4,845.00
626
fMOBILIZATION
LS
$130,000.00
1
$130,000.00
630
CONSTRUCTION TRAFFIC CONTROL
LS
S13,900.00
1
$13,900.00
700
F/A MINOR CONTRACT REVISIONS
FA
S50,000.00
1
$50,000.00
700
AA EROSION CONTROL
FA
$2,000.00
i
$2,000.00
715
2 INCH ELECTRICAL CONDUIT
LF
$69.20
100
$6,920.00
715
2 INCH CONDUIT (PLASTIC)
LF
$23.60
180
$4,248.00
TOTAL = $1,779,894.43
Page 4 of 4
ditesco
Date of Estimate: 6-Mar-13
Contract Type: Mason Corridor BRT (Hard Bid)
Existing Contract or PO (YIN): Y
Independent Cost Estimate
Description of Goods (A) or Services (B): A
The scope is to provide temporary shoring in order to construct wall #3. The shoring was not identified in the plans or the bid
tabulation, but is requried in order to comply with the BNSF requirements for excavations in their ROW. It is anticipated that
this shoring will be required for a minimum of 3.4 months.
I have obtained the following estimate from;
Published Price List / Past Pricing (date) Quotes
Engineering or Technical Estimate (performed by)
Independent Third Party Estimate (performed by) Beau Javemick
Other (specify)
Cost Estimate Details and explanation of justification:
(Estimale calculated ln'US Dollars)
Cnst of Standard Itome
Product.
Cost ($/unit)
Unit
Quantity
Notes
TOTAL
Delivered
Data Source
$
SubTotal
$.
Cost of Services, Repairs, or Non -Standard Items
ItemJiask:
Materials or Work Description
Unit
Unit
QTY
Notes
'
Price
TOTAL
"Unit price for shoring was checked against a local contractor using the
Monthly rental for Shoring
SF/Month.
$ 20.00
3400
same subcontractor as CEI.
$ 68 000.00
r'-ro f�Assumed,Pesfsirvovn:za.l Encygx mvpe:.ye,r.>i.:me fo+rtr40- 'h:rs..,- at $ 100/hr t
I t}"
De
L'u
$4,0
.
4:. 000.0'0+.a„Shodn
Site Survey—,
LS s�4
$42;200.001
t%-+>=F�AssumedIwo daysV survey crewat$1'100 perda-t,�
2;200.0V
-. ,: ,...! -r'" • a'
-^
"7' +^ t
"'" - „ 1' F-�
fi%py*' •m y;;
4- -This has'been changed;because'.markup'allo ,don subcontractorj',
-.,._ .,�..�, y
,>
5 /o Subcontractor Marku^�,
LS •+'Z
$ 3710' .00'��
.�.-�5'•
1
t'.ft? .. w,'cr}:Md'4,•'�.e_r
-work,is5^/om >�r,: nx+.y ..* �"
- 00
"Supervision of safety labor to install safety material. Estimated to be a
Additional supervision and labor
DAYyi
$ 110.00
21
foreman - $55/hr for two hours per day.
$ 2,310.00
"rr
]�
Zi-H4
I\+I
ram` +}}YSEztra
m-
matenals fogsa(ety used CElrpmposed number,$692 per
Site SafetMalenals.f "`'- '� x ^".
LS`"'""a'-'=c4'""o,.
g�4",
$ 2,076.74
a,. 1
month rs a reasonable amount for thrs,wark swpe ^- - u
'fir+-�*,.'+^.-��. x - - ..0 • ae
-
$•2,076.741
15%:.Markup on Labor ands t -
r'•�.}r4r nx.
'1*"qr
>4 .' .a
t• ;-.�1 P''4;+
2it„
`�, :y -,. o .. ; �,
' ThlsAthe.15/,markup alloNed�for labor andymaleryalsi
1 t ;• .,.,�
Materials' - •-•
LS
bsy
$- 658.01
.+ $s^. .1
. �.�F',
'-"�+ -
•,658:01
SubTotal
$ 82,954.75
Signature of Preparer.--
'ae6g, Ge,eml antl MMristro,iw Ememea
TOTAL $ 82,954.75
One time cost: $ 12,644.75
Estimated month) cost: $ 68.770.00