HomeMy WebLinkAboutCHANGE ORDER - BID - 7222 ASPHALT OVERLAY (5)//�'��Cltyof
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Planning, Development & Transportation
ts
vCTIPS
625 KV6 Street
Str
P.O. Bnz 660
Fort Collm CO 60522.056e
070.M1.6615
970.221,6270- fax
Change Order Form
PROJECT TITLE: 2012 Street Maintenance Program, 2012 Overlay Contract
PROJECT MJMBER: 902120 (Bid No. 7222)
CONTRACTOR: Martin Marietta Materials (PO No. 9123107)
CHANGE ORDER NUMBER: 0 A
1. Reason for charge. 2. Description of change.
3. Change In contract cost 4. Change In contract time.
1. See attached document 2012 Overlay Contract Pay Application
3. The contract cost Wif decrease by ($12,637.24)
4. There is 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 CONTRACTCOST
ACCEPTED BY:
APPROVED
-0.36%
11.22%
$3,499,816.15
$405,186,95
$0.00
($12,637.24)
$3,892.365.80
DATE: IZ-- 2/-1Z
DATE. >a —a ) " i ;)"
APPROVED BY: DATE:
Purchasing Agent Over $60,0D0
cc: CoNreclnr
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Clty of Fort Collins Contractors Monthly Pay Estimate
20120wrlay Contract
BID NO. 7222
2012 OVERLAY CONTRACT TOTAL PAY APPLICATIONS
Reconciling Change Order
No. p
Item Xtion 4, %
U itComplete
V. A
109.01
Fo= Account- Asphalt Cure= Cost Adjusaxicat
I
Esdmate
$ 320,000.00
$ 320,000.00
117215.65
5 117,215.65
36.63%
20110
Grinding(planing) Surfisue Pi teention <3"
30,000
SY
3 135
S 70,500.00
123499.00
$ 290=21.65
411.66%
202.02
Chinding (planing) Surface Fixtuvatin. 3'< 5"
4,000
SY
$ 2.78
$ 11,120.00
1698.00
$ 4,720.44
42.45%
202.30
Gri.diog (planing) Surface Preparation 5'< 7"
2.000
SY
S 3.62
$ 7,240.00
0.00
$
0.00%
20240
Ciding (planing) Surbioe Fmp=li on 7"< 9"
4,500
SY
$ 4.67
$ 21,015.00
2753.00
$ 12.856.51
61.18%
202.50
Toper Planing Adj..t to G-,--
IX0
LF
S 1.99
S 2,388.00
30342.67
$ 60,381.91
2528.56%
202.60
Submit Son Milling< 3"
too
Sy
S 5.43
$ 543.00
2019.99
$ 10,968.55
2019.991/6
202.70
Bobw Style Milling - Additional Inch Thikm
20D
Sy(n
S 0.65
$ 130.00
136.38
$ 88.65
68.19%
203.10
EMV2600 - General Less This 100 CY
25
CY
S 2390
S 597.50
0.00
S -
0.00%
20320
rcavadoa - G...d Ova 100 CY
125
CY
S 20.40
$ 2,550.00
0.00
S -
0.00%
20330
Excavation -Muck
25
CY
S 20.43
$ 510.75
230.67
4,712.59
922.68%
203.40
Borrow -Less Thu 100 Ton
50
TON
S 21.32
$ 1,066.00
0.00
S -
0.00%
203.50
Borrow -Over 100 Ton
125
TON
S 15.69
S 1,961.25
215.23
S 3,376.96
172.18%
203.70
Shouldering
6,000
LF
S 0.75
S 4,500.00
9504.00
$ 7,128.00
158.40o/.
208.10
Itimic NVottts
400
LF
$ 3.10
S 1,24-0.00
381.00
S 1,181.10
95.25%
209.30
Q=b Rubba Wattle
200
LF
S 11.15
$ 4230.00
0.00
5 -
0.00%
20830
Straw Balm
5
EA
S 4.62
$ 23.10
0.00
$ -
0.00%
208.40
SiltFmce
1W
LF
$ 1.85
S 185.00
0.00
$ -
0.00%
210.01
Pumes Mailbox
I
EA
S 20827
S 208.27
0.00
S -
0.00%
210.02
Adjust Valve Box
200
EA
5 149.M
S 29,810.00
242.00
S 36,070.10
121.00%
210.03
Adjust Valve Box with Ping
25
FA
S 6620
$ 1,655.00
22.00
S 1,456.40
88.00%
210.04
Adjust Valve Box -Tyler 6860 Series. heas R 69, Screw Type Adjustable Rim
30
FA
$ 81.75
$ 2,452.50
51.00
$ 4,169.25
170.00%
210.05
Adjust and Replace Top Section of Valve Box
50
EA
$ 294.90
$ 14,740.00
45.00
S 13,266.00
90.00%
210.06
Tyler 6850 Sides, Item 58,14"Valn Box Extension (Part Oaly)
I
EA
$ 63.15
S 63.15
0.00
S -
0.00%
210.07
Tyler 6860 Seim, 16" Valve Box To Sectioa Without Lid (Part Only)
I
RA
S 63.45
$ 63.45
0.00
$ -
0.00%
210.08
Tyler 6960 genies, 26" Valve Box Top Section Without Lid (Fan Only)
I
EA
$ 7720
S 77.20
0.00
$ -
0.00%
210.09
Total Valve Box Replammem Tyler 6860 Seties, 30" Bottom Section
2
SA
S 443.00
$ 890.00
27.00
S 12,015.00
135000%
210.10
Adjust Standard Maaloote:Ct"
205
EA
$ 350.00
S 71,750.00
144.00
$ 50,400.00
70.24%
210.11
Adjust Special Manhole >24'
is
BA
5 440.00
5 6,600.00
8.00
$ 3520.00
53.33%
210.12
Adjust Manhole with Ring
0
FA
$ 180.00
5 -
16.00
$ 2,880.00
0.00%
210.13
Adjust Manholewith lAddog Ring S24"dia, < 311 height
30
EA
$ 130.00
S 5,400.00
119.00
$ 21,420.00
396.67%
210.14
Adjust Manhole with Locling Rio&:VA" dia, > I- height
0
EA
$ 190.00
S -
0.00
$ -T-0-00%
210.15
Adjust Manhole with Lociang Ring >24"dia, 5 3' height
5
RA
S 210.00
S 1,050.00
9.00
$ 1,890.00
180.00%
210.16
Adjust Manhole with Loddog Ping >24- dia, > 3'bcigbt
0
EA
S 210,00
S -
0.00
$
0.00%
Page 1 of 2
City of Fort Collins Contractors Monthly Pay Estimate Reconciling Change Order
20120verfay Contract
BID NO. 7222
;A 7.
Unit
ToW CbstTe Date
C
306.01
Subgrade Preparation
12,500
SY
$ 1.65
S 20,625.00
2753.00
S 4,542.45
22.02%
3D6.02
Asphalt Recycling 5-10'
12,500
SY
S 13.35
$ 141,875.00
12986.00
147,391.10
103.99%
307.10
Class C Fly Ash Delivered & Spread 12" Depth, 10% by weight
0
TON
$ 52.00
$ -
611.33
31,788.90
0.00%
30720
Stabilize Subgradc - Tilled. watered. & ronoPWIcd
0
SY
$ 3.15
$ -
12665.00
39,894,75
0.00%
03.01
HMA Grading SX - ParUag Lot Overlay
0
TON
S 66.73
$ -
0.00
S -
0.00%
403.02
IIMA Coaling SX - RatkaWl Coca,
0
TON
$ 75.53
$ -
0.00
-
0.00%
403.03
HMA Goading V
1,000
TON
S 56.29
$ 56,290.00
1323.40
74,494.19
132.34%
403.04
HMA Grading S, 64-29 Modified Binder
1000
TON
$ 57.88
S 665,620.00
9369.36
542,298.56
81.47%
403.05
HMA - Grading S, 64-22 Binder
16,500
TON
S 5226
S 862.290.00
2313531
$ 1-209,051.30
140.21%
40106
HMA Goading SO
5,000
TON
S 48.02
S 240,100.00
3350.53
3 160,892.45
67.01%
403.07
IIMA Hand Patching. Ranov, & Replace
3,000
TON
S 95m
$ 285,000.00
1301.42
$ 123,634.90
43.38%
403.05
IIMA Hand Pawhing 210"Rennove & Replace
3,000
TON
$ 100.00
$ 285,000.30
1520.27
$ 151,129.01
50.68%
403.09
RMA Pa=Pxcbig - Rennve & Replace
350
TON
S 85.00
$ 29,750.00
2659.14
$ 226,026.90
759.75%
42R01
Gecte:uilz Paving Fabric
85,00
sy
S IA5
5 123,250.00
107770.43
$ 156,267.13
126.79%
630.01
Cocutructio. Zone Traffic Cooml
I
%
6.23%
$ 2D5,113.68
see below
See below
63D.02
lAddidoond Variabie Message Board
S
Per day/ Per S 148each.50
S t,188.00
0.00
630.03
jAddidowd Flagging
50
boor S 23.10
S 1,155.00
0.00
0.00%
ORIGNALCOtOl'RACT
777777
$ �9,9,81 IS 6'
TAL-
--TO ,QXK-PEJRF,4**D.
;527,35038
630.01
Construction Zone Traffic Control - ACTUAL COST TO DATE
203551.23
99.24%
SEE SEPT: Utilities work performed - patched byM3 - charged to utilities- number used for traffic control percentage
$ (4,316.00)
(48.990.45)
$ 584.00
SEE SEPT: Streets performed milling. IW sub contractor performed traffic central - number used for traffic control percentage
COITOTAL 584.90
CO2TOTAL $876.00
5 876.00
CO3TOTAL $39,762.00,1
$ 38,762.00
Cot T."d.. $.60,795.68
S 60,795.68
COS Total 3,330.39
$ 3,836.39
Co 6 Total 250000.00 1
$
CO 7TotaJ S
I . 50,338.88
CO 8 Toad $
$ 54,583.75
Adjusted Total Contract Amount TOTAL INCL CO $3,392,365.86
Change in Contract. -,t76,4774
Page 2 of 2