HomeMy WebLinkAboutCHANGE ORDER - BID - 7558 ARTHUR DITCH CBC REPLACEMENT AT MOUNTAIN AVE & MYRTLE STREET (5)tWN
City. Of
Planning, Development & Transportation
y CollinsEngineering
T �
261 North COliege Avenue -
`
P.O. Box 580
Engineering
Fort Culrins, CO 80522.0580
970.221.6605
970.221.6378-fax
Change Order Form
PROJECT TITLE: Arthur Ditch CBC at Mtn. & Myrtle Bridge Rpclmt.
PROJECT NUMBER: 254902105 (Bid #7558)
CONTRACTOR: .Zak Dirt (PO #9135003)
CHANGE ORDER NUMBER: 5
In preparing change orders show 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 increase by $5,952.09
4. There will be no change in contract time.
ORIGINAL CONTRACT COST
TOTAL APPROVED CHANGE ORDERS
TOTAL PENDING CHANGE ORDERS
TOTAL THIS CHANGE ORDER
TOTAL % OF THIS CHANGE ORDER
TOTAL C:O_ % OF ORIGINAL CONTRACT
ADJUSTED CONTRACT COST
(Assuming all change orders approved)
ACCEPTED[
REVIEWED E
SUBMITTED
APPROVED[
$924,949.05
$104,951.93
$0.00
$5,952.09
0.64%
11.99%
$1,036,853.07
APPROVED BY: 1
T(D.panrnentHead)
DATE:
APPROVED BY: DATE:
(Purchasing Agent over $60,000)
ar Contractor
Purchasty
Project File
$5.952.09 Erginewirlg
$0.00 U80tles
CNANGEORDERNYS
.mlr�eY au-- :v' xXI-r,: I I •h'•:1 der.( Cmest
MUCK EXCAVATION
CV
1 351.W
uNeP41E)T
557.X
.Oi.nuV
Am"waG pl �5
oaumtl
Amaumlfl
1
2W
5200070D
5104
$29092.80
159.40
$9W5.W
2
2W
SHORINGAREA2
LS
100
S12W0.W
512000.00
0.0
Saw
-1.W
412WO.W
3
206
STRUCTURE BACKFILL FLOWFILL
CY
40
5115O0
$4,500.00
15.0
$1,T25.W
-YS.W
42,87S.W
4
208
VEHICLE TRACKING PAD
EA
2.W
S15W.W
53000.W
0.0
50.00
-2W
43WO.W
6
210
ADJUST MANHOLE
EA
2W
55W.W
511W.W
3.0
316W.W
1.W
$550.W
6
210
ADJUST AGE
EA
1.W
5340.00
5340.W
3.0
E1.OW.W
2.W
5680.W
7
403
HOT MIX ASP"LT GRADINGS 75 PG6422
TON
185.00
5140.W
S259X.W
00
W.W
-185.0
425900.W
8
4W
HOT MIX ASPHALT jGRAOING SG 75 PG 64-221
TON
371.W
5125.W
548375.W
579.34
$72417.W
26.34
$26042.50
9
420
GEOSYNTHETIC PAVEMENT INTERLAYER
SV
W.W
552.W
$3,V6.W
0.0
WX
-0.00
-$3276.W
10
WI
CONCRETE CLASSD
CY.
414.00
$385.W
E159,390.W
425.0
5163uti.W
11.W
54235.W
11
602
REINFORCING STEEL EPDXY COATED
LS
152947.W
SO.W
5137652.30
151.633.0
5136469.70
-1314.00
41182.60
12
603
101NCH SUN 35 PVC PIPE
LF
2.W
S230.W
3480.W
16.5
33,8U)W
14.52
1 $3.W.W
13
COt-002
TRAFFIC CONTROL MANAGEM ENT
DAY
20.W
5440.00
SBeX.W
00
50.W
-20,W.
488W.W
1A
COJ-03
FLAGGINGMOUNTAIN AVENUE
HR
1W.00
E17.W
52720.W
00
$0.00
-160.W
42720.X
15
202
REMOVAL OF CURB AND GUT TER fMOUWWN AVE
LF
I 41.X
$275
511275
91.0
S2W.25
W.W
$137.50
i6
202
REMOVAL OF DRIVE MOUNTAIN AVE
SY
MIX
S24.00
$1344.W
36.0
$854.00
-20.W
441M).X
1]
202
REMOVAL OF CONCRETE PAVEMENT MOUNTAIN AVE
SY
114W
$16.00
51824.X
192.4
$078.40
78.40
51254A0
18
I 202
R DVAL OF SIDEWALK MOUNTAIN AVE
SY
6.W
E7.W
W0. W
17.2
129.W
11.20
$84.X
19
202
REMOVAL OF SIDEWALK MYRTLES
SY
2t.X
S7.W
$15T50
26.0
5195.X
5W
63ZW
ZD
412
CONCRETE PAVEMENT SINC MOUNTAI
SY
114.W
$75.X
36,6W.X
2 A
E198W.X
148.40
5111 W.W
21
412
CONCRETE DRIVEWAY 01NCH MOUNTAIN
SY
56.W
3W.W
3260().W
36.0
31acXL
-20.W
Si XO.X
22
602
EPDXY COATED REBAR MOUNTAINAVE
US
4500.W
saw
E4050.W
2262.0
32035.80
-22W.W
-$014.20
23
808
CONCRETE SIDEWALK 61NCH MOUNTAIN
SY
6.W
I WW
5216.Wi
17.2
5019.20I
11.20
54X.20
24
6W
CURBAND GUTTER MOUNTAIN
LF
41.W
i E19.W
E779.W
95.0
31 W6X
54.X
$1026.W
25
CO4-001
GEOGRID
ROLL
O.X
5478.]8
W.X
3.W
51436.34
3.W
$1438.34
TONS.
OW
$12.11
W.X
615X
E7,44]85
B15.X
37447.65
28
27
CO4-002
C0441X
PITRUN
TRAFFIC CONTROLAT MYRTLE STREET LANDSCPPINGPHASE
DAV
O.W
E185.X
W.W
14.X
E2.31OW
t4.X
$2310.X
$5,952.W
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