HomeMy WebLinkAboutCHANGE ORDER - REQUISITION - 27981NOV-08-2006 WED 09:01 AM CFO ENG.
Eaglaeering nepartfnene
FAX NO. 9702216378
Change Order Form
PROJECT TITLE: 2006 Pedestrian Access - Pedestrian Bridges
PROJECT NUMBER: 30621451.6 (Bid #5971)
CONTRACTOR: 01, Hoff (PO #6602850)
CHANGE ORDER NUMBER: 1
n preparing change orders s ow in order as separate numSered paragrap s t1le o owing:
1. Reason for change. 2. Description of change.
3. Change in contract cost, 4. Change in contract time.
,
1 &2. See attached sheet for detail.
3. The contract cost will increase by $ 20,541.60
4. There will be no change in Contract time
ORIGINAL CONTRACT COST
$141,589.50
TOTAL APPROVED CHANGE ORDERS
$0.00
TOTAL PENDING CHANGE ORDERS
$0.00
TOTAL THIS CHANGE ORDER
$20,641.60
TOTAL % OF THIS CHANGE ORDER
14.51%6
TOTAL C.O. % OF ORIGINAL CONTRACT
14.51%
ADJUSTED CONTRACT COST
$162,131.10
(Assuming all change orders approved) .
ACCEPTED BY:
REVIEWED BY:
ACCEPTED BY:
DATE: /lam ado
DATE:
DATE'
(Project Mana(pr)
ACCEPTED BY: _ lA +pch� ,.+i`DATE:
(Department Head)
APPROVED BY: DATE:
(Purchasing Agent over $30,000)
cc: Contractor 5 ray. so ,Tra rrv444A, ��� r1
Project File �B i'3 8U �LLLR.t/
Project File
Fnain".rinv Deosrtment • 281 North College Montle • P.O. Box 590 • Fort Collins, CO 80522-0580 (970) 221-6605
NOV-08-2006 WED 09:01 AM CFC ENG. FAX N0, 9702216378 P. 02
Change Order No.: 1
Data: 111112006
Pedestrian Bridges
G L Hoff Company
Bid No. 5971
Reason For Change:
e, Adds concrete quantlies for concrete sidewalks, curb, and gutters for the Mulberry Ped Bridge paid by Transportation Planning.
b. Additional traffic control quanttics relating to added ccncrate work for the Mulberry Pad Bridge paid by Transportation Planning,
c, Adds concrete quantities for concrete sidewalks, curb, and gutters for the Laporte Pod Bridges paid by Pod Access.
d. Additional traffic control quantities relating to added concrete work for the Laporte Pod Bridges paid by Pod Access.
e. Additional labor work was performed by Hoff Construction to modify the Laporte bridge abutnwnls due to utility conflicts.
I. Additional labor work was performed Uy Hoff Construction to modify the Mulberry bridge abutments due to utility conflicts.
2. Description Of Change!
a. Add items for Concrete Repairs.
It. Increase the quantities in the contract for the specific Items.
c. Add items for Concrete Repair$.
d. increase the quantities in line Contract for the specific items.
e. Lump Sum price for field moditicatlona to laporto bridge abutments.
f, Lump Sum prine for Held modifications to Mulberry bridge abutments.
3. change In Contract Amount:
a, Mulberry • Additional Concrete Repair
Unit
Quantity
Unit Cast Total Cost
202.01
Remove Concrete
SF
66
$ 1.60 $
105.60
202.02
Remove Asphalt Paving
SF
140
$ 1.20 S
168.00
304.01
Aggregate Base Course
Ton
2.43
S 75.00 S
102.25
608.01
6" Concrete Flat Work
SF
219
$ 6.90 S
1 1111A0
$
1.966,94
b. Mulberry -Traffic
Control
Unit
Quantity
Unit Coat Total Coat
614.03
Channelizing Barrels
;or Day Per Esol
24
$1.30 $
31.20
614.04
Type I Barricade Without Light
Ter Day Per Ead
24
$1,30 S
31.20
614.07
Size A Sign With Stand
Der Day Per Eacl
5
$3.85 $
19.25
614,11
Cone with Reflective Strip
3er Day Per Ead
24
51,30 S
31.20
614.15
Advance Warning Flashing - or Sequencing Arrow Panel
Der Day Per Eacl
3
$100.00 S
300.00
614.10
Traffic Control Supervisor
Per Day
2
S490.00 $
980.00
814.18
rlagging
Per Hour
5
$29.00 S
$
1,53737..85
c. capons -Additional
Concrete Repair
Unit
Quantity
Unit Cost Total Cost
202,01
Remove Concrete
8F
343
$ 1.60 $
446.80
202.02
Remove Asphalt Paving
SF
340
S 1.20 $
406.00
304.01
Aggregate Bass Course
Ton
9.34
$ 75.00 $
700.50
506.01
Type L(D50=9") Rlprep
Ton
20
$ 64.00 S
1,280.00
608.01
6" connects Flat Work
SF
541
$ 6.90 $
3,732.90
608,02
Vertical Curb & Gutter
LF
120
S 18.00 $
2,160.00
$08.03
2-foot concrete channel
LF
16
S 36.75 $ d8800
S
,418.20
d. Laporte -Traffic
Control
Unit
Quantity
Unit Cost
Total Coat
614.03
Channelizing Barrels
Ser Day Per Eacl
5o
$1.30 $
65.00
61404
Type 16arricado Without Light
Der Day For fact
50
$1,30 $
65.00
614.07
Size A Sign With Stand
Der Day Per Eacl
14
$3.85 S
53.90
614,11
Cone With Reflective Strip
Der Day Per Eacl
14
$1,30 S
18.20
614.15
Advance Warning Flashing - or Sequencing Arrow Panel
'Der Day Per Ead
5
S100.00 S
500.00
614.1a
Traffic Control Supervisor
Par Day
5
$490.00 $
2,450,00
614.18
Flagging
Per Hour
16
$29.00 S
464.00
$
3,616.10
e. Lump Sum price for Laporte bridge abutments.
LS
1
S 2,401,50 S
2,401.50
f. Lump sum price for Mulhorry, bridge abuterfents.
LS
1
S 1,601.00 $
1,001.00
H:\p.m.p\PEMPed Access\Ped Access 2004\Ped Bridges\Monthly Pay Estimate,xis 1 of 2
NOV-08-2006 WED 09:02 AM CFC ENG. FAX NO. 9702216378 P, 03
Pedestrian Bridges
G L Hoff Company
Bid No. 5971
TOTAL CHANGE. IN CONTRACT AMOUNT
Mulberry PED Bridge
Concrete Repair
Trolfic Control
Abutment Modifications
Total paid by Transportation Planning
Laporte PEP Bridge
Concrete Repair
Traffic Cbetrol
Abutment Modifications
Total paid by PEO Access
4, Chango In Contract Time
a. Ten days are added to the contract
TOTAL CHANGE IN CONTRACT TIME
$ 20,541.60
$ 1,966.95
16 1,537.86
3 1,601.00
5 5,105.a0
$ 9,418.20
$ 3,616.10
5 2,40150
�$ 15,0.35.80
10 Days
HAp.m.pTEMPed ACCessxPed Access 20041Ped BridgesWonthly Pay Estimate.xls 2 of 2