HomeMy WebLinkAboutCHANGE ORDER - CONTRACT - FORT COLLINS LOVELAND AIRPORT 2007 AIRPORT IMPROVEMENTSChange Order
Number 1
July 17, 2007
PROJECT TITLE AND NUMBER: 2007 Airport Improvements
PURCHASE ORDER NUMBER:
1 Reason for Change —Reduce the contract amount to be under the total funds appropriated by the
Cities at time of the signed contract
2 Description of Change — From Schedule III of the project, remove the rehabilitation of East
Grumman taxilane from Station 8+50 to the eastern terminus at station 15+49 54 from the
project Remove the ditch widening and the placement of asphalt millings along the south edge of
the existing T-Hangar area from the project. Unit price changes are as shown in the attached "Fort
Collins Loveland Municipal Airport - 2007 Airport Improvements - Change Order #1" sheet
3 Change in Contract Cost—(]20,620 50)
4 Change in Contract Time — None
Original Contract Cost: $941,831 75
Total Approved Change Orders: $ 000
Total Pending Change Orders: $ 000
Total This Change Order: $ (120,620 50)
Adjusted Contract Cost: $821 211 25
(assuming all changed or)ers are approved)
Submitted by /V% Date �- C)' 0]
Project Manager
Reviewed/Approved by Date
Dirt-6i(Tr -
Approved by
City Manager (if applicable)
Date
This change order is accepted and the contract is amended to conform thereto, this/
day of
200_7
CITYY t'1/✓��""'" D�
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LUN I' • W 1 t—Lc 4M 5
Type or print name
CONNELL RESOURCES
by
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Type or print name
CITY O RT COLLINS
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Type or print name
A
Fort Collins Loveland Municipal Airport - 2007 Airport Improvements - Change Order #1
SCHEDULE III T-HANGAR TAXILANE PAVEMENT REHABILITATION
ITEM NO
DESCRIPTION
UNIT
Unit Price
Original
Quantity
Original Amount
Change Order
Quantity
Change Order
Amount
Final Quantity after
Change Order
Final Amount after
Change Order
P-101-5 1
Cold Planing 1 to 2 Inch Depth)
SY
$2 00
10,030
$ 20,060 00
-5,400
$ 10,800 00
4,630
$ 9,260 00
P-101-52
Cold Planing 2-Inch Depth- NONFEDERAL
SY
$190
1670
$ 3,17300
00
$
1670
$ 3,17300
P-101-5 3
Cold Planing 4-Inch Depth
SY
$3 80
1 860
$ 7,06800
00
$
1,860
$ 7 068 00
P-101-5 4
Type 2 Crack Repair
LF
$3 00
3,545
$ 10,635 00
-1 2500
$ 3750 00
2,295
1 $ 6,885 00
P-101-5 5
Place Removed Asphalt Millings 8 Inch Depth)
SY
$2 00
8 090
$ 16 18000
-5,000 0
$ 10 000 00
3 090
$ 6,18000
P-101-5 6
Patching
SY
1 $20 00
365
$ 7,50000
-200 0
$ 4,000 00
165
$ 3 300 00
P-152-41
Unclassified Excavation
CY
$900
3615
$ 32,53500
-3,6150
$ 32,53500
0
$
P-152-5 2
Remove Stockpile, and Replace To soil
CY
$4 60
615
$ 2,82900
-615 0
$ 2 829 00
0
$ -
P-310-5 1
Stress Absorbing Fabric
SY
$9 80
400
$ 3,92000
-140 0
$ 1 372 00
260
$ 2 548 00
P-401-81
Bituminous Pavement
TON
$4000
1845
$ 7380000
6150
$ 24,60000
1230
$ 49,20000
P-401-82
Bituminous Pavement - NONFEDERAL
TON
$4000
190
$ 760000
00
$
190
$ 7,60000
P-401-8 3
Bituminous Material
TON
$540 00
110
$ 59,400 00
-38 0
$ 20 520 00
72
$ 38 880 00
P-401-8 4
Bituminous Material - NON FEDERAL
TON
$540 00
1 11
$ 5,940 00
00
1 $
11
$ 5 940 00
P-603-5 1
Bituminous Tack Coat
GAL
$1 90
3,115
$ 5,91850
-1,555 0
$ 2 954 50
1,560
$ 2,96400
P-610-51
Concrete Drama e Pan
LF
$29 00
363
$ 10,527 00
00
$
363
$ 10 527 00
P-620-5 1
Permanent Pavement Markin
SF
$1 20
465
$ 55800
-350 0
$ 420 00
115
$ 13800
P 620-5 2
Temporary Pavement Markin
SF
$1 20
465
$ 55800
-350 0
$ 420 00
115
$ 13800
P-645-5 1
Seal Recycled Asphalt Milins
SY
$1 00
5020
$ 5 020 00
-5,020 0
$ 5 020 00
0
$
T-901-51
SeedingwithHdromulch
AC
$140000
1
$ 1,40000
-10
$ 140000
0
$
Total Schedule III
$ 274,421 50
Change in Cost
$ (120,620 50)
CO1 Total Schedule III
$ 153,801 00
DITCH
SCHEDULE II
IT
b
EXISTING RETENTION POND
1
j
— — — — — — SCHEDULE I �
TAXIWAY=A
~� — _ l F-— —
GENERAL PHASING NOTES
1 FOR SPECIFIC DETAILS OF EACH PHASE, SEE SHEETS G-601 AND G-602
2 CONTRACTOR TO CONTACT ALL UTILITY OWNERS TO LOCATE ALL UTILITIES IN THE
PROJECT AREA PLANS SHOW INFORMATION AVAILABLE TO THE DESIGN TEAM AND MAY
NOT BE COMPLETE OR ACCURATE IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE
AND PROTECT ALL ABOVE GROUND AND UNDERGROUND UTILITIES IN THE PROJECT AREA
EXISTING UTILITY LINES IN THE WORK AREA SHALL REMAIN IN OPERATION EXCEPT
THOSE DESIGNATED TO BE ABANDONED, REPLACED OR RELOCATED
3 THROUGHOUT THE ENTIRE PROJECT THE CONTRACTOR SHALL CONFORM TO ALL LOCAL
REGIONAL, STATE AND FEDERAL REGULATIONS REGARDING THE PROTECTION OF THE
ENVIRONMENT THE CONTRACTOR SHALL ACQUIRE ANY AND ALL PERMITS ASSOCIATED
WITH THE CONSTRUCTION ACTIVITIES TO BE ACCOMPLISHED BY THE CONTRACTOR
4 SURVEY REFERENCE CONTROL POINTS HAVE BEEN ESTABLISHED IN THE FIELD AND ARE
SHOWN ON THE SURVEY CONTROL PLAN SEE SHEET G-800
5 THE CONTRACTOR SHALL ACCESS THE WORK AREAS THROUGH THE ACCESS ROUTE
PROVIDED AND AS SHOWN ON THE DRAWINGS THE CONTRACTOR SHALL NOT CROSS OR
TRAVERSE ANY TAXIWAY/TAXILANES OR RUNWAYS OTHER THAN THESE DEEMED CLOSED
AND WITHIN THE WORK AREA ALL CROSSINGS OF ACTIVE TAXIWAYS SHALL ONLY OCCUR
AS SHOWN ON THE APPROPRIATE PHASING SHEET AND SHALL BE DONE WITH A FLAG
PERSON THE CONTRACTORS VEHICLES, EQUIPMENT AND SUPPLIES MUST REMAIN INSIDE
THE WORK AREA ESTABLISHED FOR THE WORK SHIFT UNLESS IN TRANSIT TO OR FROM
THE SITE ANY VIOLATIONS MAY BE SUBJECT TO A FINE
6 BARRICADES BARRICADES ARE REQUIRED TO PROVIDE A CLEAR SEPARATION LINE
BETWEEN ACTIVE AIRCRAFT OPERATING AREAS AND THE CONTRACTOR WORK AREA SEE
THE INDIVIDUAL PHASING PLANS FOR LOCATION FOR BARRICADE DETAILS SEE SHEET
G-700
7 THE CONTRACTOR WILL NOT BE ALLOWED TO DRIVE PAVING EXCAVATING OR MILLING
MACHINES ACROSS NEW PAVEMENT IF REQUIRED, EQUIPMENT SHALL BE REMOVED ON A
TRAILER
8 ASPHALT MILLINGS SHALL BE PLACED AS DIRECTED BY THE ENGINEER
9 THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING INSIDE THE SECURE
FENCE MUST CONFORM WITH ALL AIRFIELD SECURITY REQUIREMENTS THE CONTRACTOR
SHALL CONTACT THE ENGINEER FOR ALL REQUIREMENTS ANY CONTRACTOR EMPLOYEE
NOT CONFORMING TO AIRFIELD OR FAA REQUIREMENTS WILL BE ASKED TO LEAVE THE
PROJECT AND NOT RETURN FOR THE REMAINDER OF THE PROJECT
10 CONSTRUCTION ACCESS IS OFF OF I-25/FRONTAGE ROAD ONTO EARHART ROAD AS
SHOWN EXACT LOCATION OF HAUL ROUTE SHALL BE APPROVED BY AIRPORT
OPERATIONS, PRIOR TO BEGINNING CONSTRUCTION
F
GATE TO REMAIN (I
D DURING NON- 4 TERMINAL
WORKING HOURS () BUILDING
V I
IMODULAR JET CENTER
BUILDING FBO BUILDING
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SCHEDULE
STAGING AREA
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PHASE 0 / MOBILIZATION
DESCRIPTION OF WORK DURATION
LIQUIDATED DAMAGES
MOBILIZATION TO STAGING AREA, PREPARE STAGING AREA, MAXIMUM 30 CALENDAR DAYS PRIOR TO NOTICE TO
NO LIQUIDATED DAMAGES
ACQUIRE ALL NECESSARY PERMITS AND PREPARE MIX PROCEED ALL SUBMITTALS SHALL BE SUBMITTED AN
WILL BE ASSESSED WITH
DESIGN AND SUBMITTALS FOR EQUIPMENT, SUBMITTALS ACCEPTED PRIOR TO THE START OF PHASE 1
PHASE 0
OF MIX DESIGNS AND MATERIAL CERTIFICATIONS
PHASE 1 (SCHEDULES I AND 11)
DESCRIPTION OF WORK
DURATION
LIQUIDATED DAMAGES
PHASE to T/W Al EXTENSION GRADING FOR T/W Al
23 CALENDAR DAYS
EXTENSION INCLUDES HAULING EXCESS MATERIAL FROM
T/W Al TO T/W A4 EXTENSION AND PLACING IN A
$4 000 PER DAY, WHICH
COMPACTED FILL T/W AT EXTENSION WORK INCLUDES
INCLUDES $2,5GQ FOR
FLY ASH STABILIZATION, CONSTRUCTION OF ALPS BASE
AIRPORT LOST REVENUE AND
COURSE INSTALLATION OF EDGE DRAINS, ASPHALT
$1,500 FOR ADDITIONAL FIELD
PAVING, PAVEMENT MARKING PLACEMENT OF
ENGINEERING AND INSPECTION
SEEDING OF DISTURBED AREAS, INSTALLATION OF EDGTOPSOIL, E
I
PAYABLE TO THE ENGINEER
RETROREFLECTIVE MARKERS, AND INSTALLATION OF SIGNS
PHASE 1B INSTALLATION OF NORTH DETENTION POND
CONCURRENT WITH PHASE 1A FOR WORK OUTSIDE OF
PIPE, INLET STRUCTURE, AND MANHOLES GRADING WORK
LOUDEN DITCH AND RETENTION POND WORK AFFECTING
AROUND DISTURBED GROUND
LOUDEN DITCH AND RETENTION POND SHALL BE DONE
AFTER THE DITCH SEASON 20 CALENDAR DAYS SHALL
NO LIQUIDATED DAMAGES WILL
BE ALLOWED FOR THIS WORK DATE FOR END OF DITCH
BE ASSESED WITH PHASE I
SEASON VARIES ENGINEER SHALL COORDINATE START
QOF
WORK WITH CONTRACTOR AFTER DITCH SEASON
t
SEASON NORMALLY ENDS BY SEPTEMBER 30
PHASE 2 (SCHEDULES III)
DESCRIPTION OF WORK
DURATION
LIQUIDATED DAMAGES
PHASE 2A TAXILANE PAVEMENT REHABILITATION ON
9 CALENDAR DAYS WORK MAY BE DONE CONCURRENT
TAXILANE GRUMMAN AND TAXILANE ROW 2 WORK
WITH PHASE 1A HOWEVER, ONCE STARTED, WORK IN
INCLUDES ASPHALT COLD -MILLING INSTALLATION OF
PHASE MUST BE COMPLETED IN 9 CALENDAR DAYS
DRAINAGE CONVEYING STRUCTURES ASPHALT PAVING,
ONCE PHASE 1A IS STARTED, CONTRACTOR MUST
AND PAVEMENT MARKING
COMPLETE PHASE 1A AND PHASE 2 WITHIN 30
CALENDAR DAYS COUNTED FROM THE START OF
$4000 PER DAY, WHICH
PHASE 1A
INCLUDES $2,500 FOR
AIRPORT LOST REVENUE AND
Q
$1 500 FOR ADDITIONAL FIELD
ENGINEERING AND INSPECTION
PAYABLE TO THE ENGINEER
PHASE OR TAXILANE PAVEMENT REHABILITATION OF WEST
4 CALENDAR DAYS CONCURRENT WITH PHASE 2A
TAXILANE GRUMMAN WORK INCLUDES ASPHALT
PHASE SHALL BE STARTED IMMEDIATELY AFTER
COLD -MILLING INSTALLATION OF DRAINAGE CONVEYING
COMPLETION OF PHASE 1A
STRUCTURES, ASPHALT PAVING AND PAVEMENT MARKING
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VERIFY SCALE
6M II ONEINCH
ORIGINAL DRgW1NG
°S1
30 15 0 30
DATE
MAY 18 2007
®
rc
0
PROJ
357044
SCALE 1 -30'
0.
DWG C-602
SHEET
32 OF 40
H
FILENAME 1W9 02tl 9 PLOT DATE 1I102097
PLOT TIME 1231 PM