HomeMy WebLinkAboutWORK ORDER - REQUISITION - 20537Aug-03-04 11:27A
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EXHIBIT "A"
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
i of a1ppomrtCollins VOGEL CONCRETE
ft BID ff 5473
Date:
Jury 19, 2004
Work Order:
006.2004
Purchase Order:
Project Title:
Miscellaneous Concrete Repair
Commencement Date:
7126/04
Completion Date:
7/30/04
Maximum Fee:
$22,053.42
Project Description:
Chestnut Lot Rehabilitation - Parking Services
Scope of Services:
Concrete repair and Installation at Chestnut Parking Lot between Jefferson
and South End. See attached bid estimate.
Acceptance:
��-
Use(
Service Provider agrees to perform the services
identified above and on the attached forms in
accordance with the terms and conditions
contained herein and in the Services Agreement
bebmen the parties. In the event of a conflict
between or ambiguity in the terms of the Services
Agreement and this work order (including the
attached forms) the Services Agreement shall
control.
Service Provider
' G
By:
Date:
The attached forms consisting of one (1) page are
hereby accepted and incorporated herein by this
reference, and Notice to Proceed is hereby given.
City of Fort Collins p
By:
Date:
City of Fort Collins Parking Services
Chestnut Lot Cost Estimate
DESCRIPTION -
'
UNIT PRIDE-
UNIT
-
ESTIMATED
QUANTITY
TOTAL COST-
-
CONCRETE -VOGEL CONCRETE - -
Remove Concrete/As ludt
S 2.46
SF
1 427
S 1510.42
Metal Sidewalk Culvert - 2' O etun . 5/8" plate
S 1,200.73
EA
3
$ 3,602.25
Vertical Curb mid Gutter - No Sidewalk
Hi hback Curb Gutter and Drive Approach - R S R
S 16,37
S 38.00
LF
LF
31
6
S 507,47
8 228.00
Higliback Cinb and Gutter
S 2L83
LF
225
$ 4.91175
4" Flatwork
S 2.73
SF
351
S 958.23
6" Flalwork
S 3.27
SF
866
S 2.83LS2
Valley Pail -6"Depth
Hi hback Alley Approach 8" - R 8 R
$ 6.01
S 5t.00
SF
LF
260
24
S 1562.60
$ 1 224.00
Traffic Control
S 2 716.88
Contict aic
$ 1854.30
Subtotal
S 22 0G7:42'
PATCHING:-. LAFARGE'
-
As halt Patclung - 6" De 0r
$ 60.69
TON
34988 S
21,234.46
Embmdanent (Borrow CL-5 or CL-6. Complete hi Place
$ 30.57
TON
35 $
1 069.95
Traffic Control
$
3,185.17
Conte en
S
2,548.96
Subtotal
S
28 038.54
SLURRY INTERMOUNTAIN SLURRY. SEAL
Type II Asphalt Autry Seal - All Street Locations
S 1. I S
SY
3134
$ 3,604.10
Sweeping -All Streets
$ 250.00
LS
2
$ 500.00
Traffic Control
$ 540.62
Contillilencv
$ 464.47
Subtotal
S 5109i19
TOTAL PROJECT COST - S 55,201.141'
Payment Breakdown
300 E. Mountain - Harold Summery
Remove Concrete/Asphalt
Is 246
SF
866
$ 213036
6" Flatwmk
Is 3.27
SF
866
is 2,831.82
$ 4 62.18
Alley Approach - Stor irwater/Pod Accen
Retrieve Co icrete/Asphalt
$ 2.46
SF
268
$ 659.28
Highback Alley Approach 8" - R 8 R
$ 51.00
LF
24
$ 1,224.00
4" Flatwork
$ 2.73
SF
220
S 600.60
Highback Curb mid Gutter
$ 21.83
LF
16
$ 349.28
S 2 833:12
" Frontage Pstching - Pod Access
,sphalt Patching - 6" Depth S 60.69 TON 1016 $ 622.68
S 62261
Vogel Concrete
Humid Summers
$
4,962.18
Stonnwater
$
786.64
Ped Access
S
2,046.52
Packing
S
14.258.08
S
22,053.42
Lafarge
Pod Access
S
622.68
Parlaug
S
27.415.S6
$
28,038.54
Intermountain Slurry Seal
Parting
S
5J09. 19
Project Total
S
55$01.14
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