HomeMy WebLinkAboutCHANGE ORDER - REQUISITION - 28688 (2)I
Change Order Form
ity of Fort Collins
nWl@AQk ';1bTd1T&Einent 2005 Pedestrain Access Program
PROJECT NUMBER: 30521451.6 (Bid #5601)
CONTRACTOR: Vogel Concrete (PO #5504312)
CHANGE ORDER NUMBER: 4
n preparing cnange orders snow in order as separate numbered paragraphs the following
1. Reason for change. 2. Description of change.
3. Change in contract cost. 4. Change in contract time.
1.&2. See attached invoice for details
3. The contract cost will decrease by ($37,408.34)
4. . There is no change in contract time.
ORIGINAL CONTRACT COST
$254,953.88
TOTAL APPROVED CHANGE ORDERS
$9,992.47
TOTAL PENDING CHANGE ORDERS
$0.00
TOTAL THIS CHANGE ORDER
($37,408.34)
TOTAL % OF THIS CHANGE ORDER
-14.67%
TOTAL C.O. % OF ORIGINAL CONTRACT
-10.75%
ADJUSTED CONTRACT COST
$227,538.01
REVIEWEDBY: iu/A DATE:
ACCEPTED BY:
DATE:
?
(Prejgct anager- avementManagement)
1
ACCEPTED BY:
`—
DATE:
(Project Manager - Pedestrain' Access)
ACCEPTED BY:
ssN,Alf ON, hi s_
DATE:
1 q
(-ProRjec_t,manager - P`eedestrain Planning)
ACCEPTED BY:
�9�r�Cy L WAS
DATE:
L-2/ 2-
(Project Manager - Stormwater) .21130400 62tb62 C)
APPROVED BY:
) J
—DATE:—
(Department Head)
APPROVED BY:
DATE:
.
(Purchasing Agent over $30,000)
cc: Accounting
($744.36) Pavement Mgmt
Purchasing
($190.05) Ped Amass
Contractor
- ($34,304.16) Ped Planning
Project File
($2,169.77) Stoonwater
- -
Engineering Department • 281 North College Avenue • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6605
.City of Fort Collins 2003 Pedestrian Access Program Project
Vogel Co2crele - Bid No. 5601
Change Order #4
ITEM NO.
DESCRIPTION
UNIT
ESTIMATED
CONTRACT
QUANTITY.
TOTAL
ESTIMATED
AMOUNT201,01
QCUALACTUAL
COST
+/. QUANTHTY
+/.COST
Tree Root Otinding
HR
0
E
0N
E
ON
S
203.02
Genral Excavation
dCONTRACT
CY
580
S 37,207.00
435,44
$ 27.93169
(144,56)
5 (9,27331)
203.03
Barow(CI I, CI 5 ABC, C.LP)
TON
3N
5 8,979.00
330.91
$ 9,901.23
30.81
S 92223
212,01
Sod(Carectan
SF
0
S
6250.00
S 15,N2.50
6250.DO
$ 15,06150
21201
Sad
SF
0
b
ON
$
000
S
21202
Lasinape Labor
HR
45
S 2,118.N
315.24
S 14,84166
270.24
S 12,72106
3"01
Aggregate Base Course
S 29.93
TON
0
S
0.N
$
0.N
E
403,50
Temporary Pateldtag
S 131"
TON
25
S 3,341.00
27.71 Is
3,70190
271
S 36190
504,01
Cribbing (MS .E. Block Wall)
$ 25,66
SFF
0
$
0.00
E
000
S
602.D1
Epoxy -Coated Reinforced Steel
S 0.93
LBS
0
E
0.00
S
aDO
S
604.10
ReonamsWImd Dock - Catch Basin, R & R
5 1,013.70
EA
1
$ 1,015.70
0_N
S
(I.N)
S (1,015.70)
6W,11
Reconstruct into Dock - Catch Basin- Additional Fact Opening
$ 1N92
LF
i
$ 10692
0.N
S
(IN)
S (106,92)
604.12
Reconstruct Curb Old Duck -4'Opening R & R
$ 1,042.43
EA
1
S 1,N2.43
LOD
S 1,04243
0.N
5
604.13
Reconstruct lain Deck- Additional Fro, Opening
E 160.37
LF
1
S 160.37
1m
S 16037
0.N
S
N4.14
Type 13 - Inlet w/ Ftame, Grate & Adjustable Curb Bonnet -R & R
$ 1,44336
EA
2
S 2,886.72
ON
S
(2.N)
5 (2,88&72)
604.15
Type R lain - Rmove&Raptace
$ 3,10100
EA
0
E
1,00
S 3,10100
IN
$ 3,102N
604,16
Conane Sidewalk Cohen -R&R
$ 1,015.70
EA
0
$
0.N
S
0,00
S
604.17
Metal Sidewalk Calvet -2'Opening, 5/8"Plan . R & R
$ 1,44136
EA
2
$ 2,886.72
IN
5 t,"3.36
(1.00)
S (1,443.36)
6WIs
Additional Square Foot, 5/8"Place
$ I17.61
SF
10
$ 1,176.10
D.N
$
(10.N)
$ (1,176.10)
60801
Remove Con.defflignato
S 2.14
SF
4700
S 10,058.N
11654.00
$ 24,93956
6954.00
S 14,88L56
6No2
Caarne SidewaWlblwork(4")
S 3,21
SF
1900
S 5,778.00,
3968.00
$ 12,416.28
206600
S 6,63828
NS03
CarcTne Sidewdk/FlAwak(6')
S 3."
SF
20900
S 76,076.00
15356.00
IS 55,195.84
(5544 N)
S (20,180.16)
608.04
Cooade Almon (9`)
E 4,28
SF
475
S 2,033.00
608.00
S 2,601.24
13300
$ 569.24
608.05
Corona Craspan(8")
$ 4.28
SF
225
S 963.00
10800
S 462,24
(1ITOO)
S (500.76)
608,09
Vertical Curb, Chad, &4"Sidewalk
5 2673
LF
445
$ 11,894.85
10.N
E 267.30
(435. N)
$ (11,627,55)
N8.09
Vertical Curb, Good, &6"Sidewalk
S 28A7
LF
425
S 12,269,75
52,50
S 1,515.68
(372.50)
$ (10,754. N)
608,10
Vertical Cub & Goner -No Sidewalk
S 18.18
LF
185
Is 1,363.30
137.N
$ 2490.66
(48.00)
$ (972(4)
608,11
Hollywood Curb& Gutlo w/4"Sidewalk
S 1924.
LF
50
$ 962.00
18.00
S 34632
(32_00)
S (615.68)
608.12
Hollywood Cob & Gutter W/ 6" Sidewalk
S 21.38
LF
20
$ 427.60
ON
$
(2000).
S µ27.6431
608,13
Hollywood or Driveover Curb & Good -No Sidewalk
$ 18.19
LF
20
S 363,80
16.00
S 291,04
(4.N)
$ (7276)
608,14
Driveovo Curb &Goner w/ 4" Sidewalk
$ 24.59
LF
225
S 5,532 75
123.50
S 3,036.87
(101.50)
$ (2,495.89)
608.15
Qrinons Cash &Good w/6"Sidewalk
$ 2673
LF
250
$ 6,682,50
79,30
$ 2,098.31
(171,50)
$ (4,594.20)
N8.16
Vx12"Vaniable Ht Curb &Gutty -No Sidewalk
S MIS
LF
240
S 4,36120
95.50
5 1,736.19
044.50)
$ (2,627.01)
608.17
Palaaim Access Ram- Driveover Cab
S 28A7
LF
250
$ 7,217,50
99.50
5 2,843,70
(151.50)
S (4,373,81)
608,18
Pedestrian Access Ramp - Vertical Curb
S 28.97
LF
250
E 7,217.50
116.00
S 3.348.92
(134.N)
$ (3,868.59)
608.19
Pnianizn Access Ramp- Hollywood Curb
$ 2566
LF _
50
S 1,283.N
0.0
S
(50.00)
S (L2fl10 i
608.20
Pdaeian Aaas Rarrq- Highback Curb
$ 6.95
S.F.
475
S 3,301.25
321,50
S 2,234.43
(15150)
S (1,066,83)
608.21
Truncated Dame Panel
$ 39,09
S.F.
140
5 5,472.N
124.00
E 4,847. 16
(I6 O)
$ 1625.44)
608.22
Concren Drive Approach IV) - All Curb Types
$ 3,74
SF
475
5 1,776.50
1960oD
S 7,330.40
148500
S 5,553.90
N823
Concrete Flalwa, -V Additional Depth
S 0,42
SF
475
5 199.5e
917.00
S 195,14
442N
S t8564
608.26
Reset Existing Flapmre-6"But Bedding
5 6.95
SF
0
$
0.00
$
ON
S
08,27
So New Flaptone-6-Base Balking
5 14.97
SF
0
S
0.N
S
0,00
S
60828
Ran Existing Flagstone -4"Concrete Base
S IOA5
SF
400
S 4,060N
0.N
E
(400.N)
S (4,060.00)
60829
Sal New Flaguesse -V Comas Base
S I&S5
SF
0
$
ON
S
0.00
5
608,30
Rae, Existing Flagstone -6-Caaaete Base
S 12.83
SF
20
$ 258.60
0,00
$
(20,00)
$ (256,60)
608.31
So New Flappe,-6"Conant Base
$ 18.18
SF
0
$
0.00
S
000
$
608.33
Curricula Too, Grose Border (6"x6"x to-)
$ 17.N
LF
0
$
ON
$
0,00
$
60y34
Fibenrnh Reinforcement(4')
5 OAD
SF
0
$
0.N
$
ON
$
608.35
Expand Aggregate Couane(4%<5N SF
S 7,22
SF
0
S
0.00
$
ON
$
608.36
Exposed Aggregate Concrete (4")>5N SF
$ 6,15
SF
0
$
0.N
$
ON
$
08.37
Fkswable Fill
$ 49.71
CY
0
S
0.N
$
0.N
S
60838
8"Non-Rciofaad Console Emitting Wall
$ 10,86
SFF
20
S 21720
20,00
$ 217.20
0.00
$
608,39
36"Non-Rcinforcd Caioen Fooser(10"Jack)
$ 30.24
LF
0
S
0,00
$
0.00
$
608.40
8" Non -Reinforced Conan Structural Slab
$ 20,47
SF
0
S
0.00
$
0.N
S
60841
Expansion&Caulking
S 4.14
LF
175
S 7243D
299.90
$ 1,241,59
124.90
5 517,09
614.01
'No Prating^Sip With Stand
$ 1.99
Per Day Per Each
600
S 1,194N
17100
$ 340.29
(429.N)
S (85371)
614.02
Vertical Panel Without Light
$ 0.80
Per Day Per Each
15M
$ 1,200,00
852.00
S 68160
(648.N)
S (518.40)
614.03
Chdmelumg Bails
$ 0.86
Per Day Per Each
500
$ 430.00
0.N
S
(5N.00)
E (430,00)
61404
Type l Bxaiddc Without Light
$ ORO
Per Day Per Each
2500
$ 2,000.00
1792,00
S 1433.60
(70900)
S (56640)
614.05
Type 11 Barticade Witham Light
$ 0.80
Per Day Per Each
10
$ son
000
5
(10 GO)
S (8.00)
614,06
Type III Barricade Without Light
$ 3.98
Per Day Per Each
50
$ 1"'00
D.N
S
(50.00)
S (199.N)
614,07
Sin A Sip With Surd
$ 1.48
Per Day Po Each
100
S 1,480.00
718.00
$ 1,%264
(282.N)
5 (417,36)
614.08
Size B Sip With Stand
$ 165
Pn Day Per Each
IN
S 165.00
3500
$ 57,75
(65.N)
$ (10715)
614.09
Size A Specialty Sip- Cost of Manufacturing
$ 85,31
Each
1
$ 85.31
ON
$
(1.00)
S (85.31)
614. 10
Size B Specialty Sip- Cos, ofManufactwing
$ 96,68
Each
1
S 96.68
0.00
S
(1.00)
S (96,68)
614,11
Cone With Reflective Strip
$ 0E8
Per Day Per Each
2475
Is 1,683.00
221TDO
S 1,507.56
(258,00)
5 (175.44)
614.12
Safety Fenn
$ 3,41
Per Day Per Roll
25
$ 85,25
I18.N
$ 402.38
93.00
S 317.13
614,13
Light -Sscady Burn
$ 0,34
Per Day Pa Each
25
$ 8,50
0.N
$
(2500)
5 (8,50)
614,14
Light - Flashing
$ 0.37
Per Day Per Each
25
$ 9.25
Is'"
$ 6.66
(7.N)
5 (2.59)
614.15
Advance Warning Flashing- or Sequencing Avow Pand
$ 79.62
Per Day Per Each
50
S 3,981.N
6.00
E 477,72
(44ot)
$ (3,503.28)
614,16
Traffic Control Scaavisor
$ 318,47
Per Day
20
$ 6,36940
11_00
S 3,503.17
(9.00)
5 (2,866,23)
614,17
Traffic Control Sup ncr
$ 31.02
Per Hour
25D
S 7,955.00
267,25
5 8,290.10
17.25
S 53509
61418
Flagging
$ 19,13
Per Hour
250
$ 4,782.50
106.50
IS 2,037.35
(143,50)
S (2,745,16)
TOTAL PROJECT COST
$ 264,%6.35
$ (37.408.34)
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