HomeMy WebLinkAboutCHANGE ORDER - BID - 7222 ASPHALT OVERLAY (6)Fort Collins
Change Order Form
PROJECT TITLE: 2013 Street Maintenance Program. Asphalt Overlay
PROJECT NUMBER: 902120 (BId#7222)
CONTRACTOR: Martin Marietta Materials (PO 9132122)
CHANGE ORDER NUMBER: 1
In prepadtg change orders show in order as separate numbered paragraphs the talbwing:
1. Reason tot charge. 2. Description of charge.
3. Charge In contract cost. 4. Change in contract time.
1.62. See attached for dafaft
3. The contras cost" Increase by 61.139,OD0.58
4. There wdl 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
w
ACCEPTED BY:
( or's Re/lpresentat
/ .
SUBMITTED BY:
(Street a P
APPROVED BY:
(Purchasing Agent over
W- convacsw
P,ucTef"ag
PtOjW FM
144 , 44 - 4, ( 5 -
Planning, Development & Transportation
SIMMS Department
625 Ninth Street
P.O. Box 580
Fort Cc4 ns. CO 80522,0580
970.221.6615 • Phone
$70.221,6270 • Fee
27.02%
27.02%
$4,204.094.69
$0.00
1A.00
51.138AD0.58
961540.095.26
DATE: //— x f ` /�
DATE: ) l ('—
DATE: I ", / J
City of Fort Collins Contractors Monthly Pay Estimate Reconciling Change Order
2013 Overlay Contract
BID NO. 7222
^^N 2013;OVERLAYiCONTRACT,TOTAL`PAY)APPLICATIONS'
Itrm Nn' (
Item DesadpannJ 1
' I-, '
ut�
-'
Qwnu4
Uml+
....
I IUNt Clisl)
I
( +COntnet Cent s
�: -�.
'ITOTAI-QUANTITIFS('
T
-.
'Corrections
1 'Y
i TObI Co5170 Daft
_--
COm bete
I(N.01
Fon< Amuum - Axphali CrWill CaA Adjuslwnl'
1
V lhmle
E
$ -
(LINT
202.10
Grinding(planing)Surhae lImparalilm<1•
14.(XNI
NY
S 2.44
$ .W.I(AL1q
126449.97
$ 111X.51.5.24
/03.21'%
202.02
Grinding (planing) Surlxe Vrepxmitm 3' < 5"
(S(N)
NY
$ 2.99
S 10,1131X1
12146.11
S 35,1112.26
347011%
202.341
(binding (planing) Nuflaec' 1'reNralion 5" <7'
1501)
SY
S 3.7,1
5 13.125110
37311.X4
$ 11,190.65
106.01'%
202.40
Grindiag(planing) Surlace lYeparalim 7-< 9"
12.61XI
I-Ir
$ 4.91
S NI.N16,00
36472.61
S I7S,4t3.25
2X9.474%
202.50
Taper Planing Adjacent in (inner
75,onn
SY
} 2.417
} ISy,250.IN1
271(,X.S6
S sh.(031.92
YOW4
202.611
Bobcat Style Milling < 1'
3,(Xlo
SY11N
$ 1.65
} I6.950,01)
3493.77
S 19.739.Ntt
1 Ih.Jx•:
202.711
Duhcat Style Milling" Addil innal Inch Thakncxx
5011
CY
S 1L65
S 325,01)
0.00
$
ILIIIMF
2112.1110
Grinding (Planing) to-IYxe 5'<7" - No Haul
5(N)
NY
S 1.111)
$ I.,100.00
O,IN)
1
(1.1111'F
202.90
Grinding (I'laning) In-19ac0 7'<W - No Haul
5(1)
tiY
$ 4.45
$ 2.2230)
MINI
1
ILtXIR
201.10
Excavation-Gunxal l.<.<x Than IINICY
500
CY
S 24.26
S 12.1.100)
11.101
S
0.IN1'F
203.211
Excavatinn- GencYal peer I(H)CY
2041
CY
$ 2101
S 4.I42.I11
2hI71Nl
S 54,1914117
130N.501;
201.30
Excavalion - Muck
3(10
TON
1 211.75
S 6.225110
4419.00
$ 91.694.25
I473,1)0I
203.40
ILlrtnw- IrsSThan IINI Ton
HX)
TON
i 21.65
S 2.165.00
0.00
$
II.I114
203.50
lhrrtow-Owr IINI Tan
2on
I.I:
S 15.95
S i, 190.0cl
593.71
$ 11.469.99
2)6.X7•%
2113.70
Shouklering
10111
1.17
$ 11,90
$ 91)(1.111
I(A20.00
E 13.136.00
ifl219(F
2119.111
lRock Wattle
4(XI
I.h
S 3,21)
$ 1.2w1-INI
1159.011
S 3.708.90
2149,751
211%.2(1
Crumb Rubber Wattle
NMI
FA
$ 11.511
S 2,UHUN)
0.1N1
$
DO),;
2014.30
Straw hake
5
LF
S 4.76
S 23.1111
00)
1
11,1N1'%
20KAI
Sill(cane
I(N)
EA
S 1.95
S 1930)
O,(X)
}
I11111R
21/1.01
Rcxcl Mailhn
I
VA
S 214.51
S 214.55
(LIN)
210.02
Adjuu V4lec Hon
2.10
I:A
S OX55
S 10X7.50
209.1(1
S 32.1191.95
83.6117
210.03
Adjust Vatic Box with Ring
30
F,A
S 6%.20
S 2.144.90
59.00
$ 4.112.3.110
196.674
210.04
Adjust Vatic lloa-Tyler 61160 Sttim Item R 69. Screw Tyke Adjustable Riser
50
RA
S 95.9S
S 4.292.50
6901
S 5!)21A5
OX1N15i
210.05
jAdjua and Replace TOp Section n1'Vahc Box
50
['A
S 303.65
$ I,S, IX2.511
3%1Xl
S 1I53&711
76.01)'%
219.06
Tyler ISM) Ncrks, Item 5N. W" Vahe Ilax lixlensi n (Port (tidy)
1
IiA
S 65.05
$ 65.05
7.110
$ 453.15
71N1.1NISZ
2111.07
Tyler 6N(X) Scrles,l6' Vahc llnx Tap Section Wil1Xm11•id(Part Only)
1
I:A
$ 64,16
S 65-M
3N,(XI
S 2.49369
310NI.IN114
210,011
Tyler 6960 Seres 26" Vatic llox Top Secliun Withnul l.N (I'an Only)
1
ISA
S 79.52
S 79.52
15.rlo
S 1.1923II
15g11kI•%
210AN
Total Valxc (lax Repinxmcnt. Tyler 6960 Scrir 3P Onttom Section
2
EA
$ 4NON
S 921.16
221X1
1 111.132.76
11111I.IIII1F
210.11)
Adjust Standard Manhole S_J-
205
EA
S 162.25
$ 74,261.25
770)
S 27.1091.25
37-MIS
210.11
Adju5l Special Manh,k>24'
15
IiA
5 455.40
S 6.931.40
214XI
S 10.474.20
151.33'%
2111,12
Adgn4 Manhole with Ring
10
IiA
E IX6t0
S LM3.O
10.011
S I,361,110
I(NI.INIR
2Ilk 1,1
Adjust Manhole with Inching Ring 524'dia-g3"h<ryht
IS)
EA
S IN6.30
1 27.9451X)
IS5,1XI
S 207650
10353R
210.14
Adjust MaMok with Uaking Ring,524' Ut. > 3" IN: ighl
In
FA
S lX6.30
S I,N63.011
0.00
S
0,11111%
210. 15
Adju I Manhole with Lteking Ring>24" dia. 1:3' height
15
EA
$ 217.35
E 3.201.25
$.11(1
$ 1.7.38.90
51,1,14
210.16
Adju9 Manhole with Lucking Ring >24"dit.>3"height
I0
NY
S 217.35
$ 2.173.50
MINI
1 -
M0111%
306.01
Suhgradc Preparmkm
SINIII
NY
S 1.70
$ X.Sa104I
4104.5.72
S 82.I147,72
966.9I4
306,02
Asphalt Recycling 5.IIY
5.I14141
TON
$ 10.95
S 54.750.01)
MINI
S
0.00,%
306.02
Auphall Recycling 5-I01
0
TON
1 5101
$
7350.110
S 36.750.00
ww/w
307.10
Class C I•ly Axhlklieemd&Spread 12' Depth. I(IR by weight
31LI911I
NY
S 6.85
S 2(15,5tx),IXI
11372.83
S 77,901,89
17,9 P:
107.20
Slahilim Nubiradc. Told. Watered.&Cnmpacled
MOM
TON
S 1.I,S
E }I,51111,1111
MINI
$
0.I11
' 40.1.01
HMA (irading SX • I arking Lae 0,erlay
(I
TON
S 69.10
$ -
111XI
S -
0.11111%
J03.na
HMA Gradin SX-luckclball Coun
11
T(IN
5 7N.211
$
(L(N(
S
O,0011
Page 1 of 2
City of Fort Collins Contractors Monthly Pay Estimate Reconciling 2013 Oyeday Contract Change Order
BID NO. 7222
II_m Yu' A
i p
qem Unrdpdaa 1 r 1 1
7•-
C ntrarl'
Qw�Ylj i
'IInHI I
]' UmI Cml'
{
Clinitod Cmt+ '
I
hTO:F%VQUANTITIE$
TO DATEI
CortecUam
tT4IaI Cml To Dale
413.03
403.04
4111.05
HMA Grading NX
PIMA Grading N. W-21C ModiTad Hindu
HMA- (lrudin N. 64.2211indcr
SIN)
7.INN)
39.I11n
TON
TUN
TON
$ 60.80
$ 62.51
S 56.44
S 311.JIN11N1
$ 477.5)11.1X1
S 2,144.720.IN1
11M)5.19
16724A3
29944.37
$ fi1.115.$5
S LI1,15.419. 12
$ U"AL(M0.24
201.04%
239.919
7N.Mr%
40706
HMA (irading SG
300
TON
$ 51.XR
S 15.55it'm
3865.13
S 21N1."5.64
121N.1N'%
403,07
HMA Hand Patching - Remoa• & Replace
1-501
TON
S 110.01)
S 1650)(1.00
IM4.26
$ I W.468.fil)
66.931;
403.08
HMA Hand I'mching 2111' Rcnunv g Itepla v
Wl
TON
$ 1lo.INI
S 3301011111
CO)
5
n.11ll'%
40301
HMA I'aser l'mnhing-Remmv 2X Replace
330
NY
S 91111
$ 32.55001
9117.19
$ N4,36X.67
25920'%
41H.111
ISMA- Grading NX,59-28 IIirWur(20'; HAP)
1011
TUN
$ 61.05
$ IN.315.1X1
0.110
$
ILIUM%
401.11
HMA-Grading S..5N-2N Ilinder 12W RAP)
111410
TON
S 56.69
S 113.11140.1111
165S.44
$ 93,946.X9
92774
403.12
HMA Ixvding I to 100 Tons
I
TON
S 85.(X)
S N.5W.IX)
220,81
$ 114.7634.85
220AII%
403.13
HMA Ixseling 101 In 250Tm,
250
TON
S 750o
S I9,750,00
W)141
$ 67.755.75
361.361%
403.14
HMA lcsvling 250 and (ivatcr
251
TON
S 65.00
$ 16.315111)
259.I2
S I(1.X42.W)
102451
4113.15
HMA -Npccd Hump,
IIN)
NY
S 361N1
$ 3.6ML00
93.11
S 2J99 LIXr
N3.1 I•%
4211.01
(ientextlle Paving trawk:
20.1"1
NY
S 1.55
S 11.04)9.011
lumh).ra
S 47.X311X1
154.311•%
42.02
jQazGrW NN511-SO to Son
SIN)
NY
S 17.511
$ 11,75(1.1)(1
0.1111
$
IIMW
420.03
( ilz,,Grid a Itil 1-501 to 151)(1
IiiN)
NY
S 9.70
$ I4.59UX)
o.41
S
(LOW;
420.04
(H.,, Crid a X$l I - 1501 and (imatcr
I S01
NY
$ 8.51)
S 12.75N,511
1X328.541
S 155.792,25
1221S19A
420.05
Trv-1'aw Fabrq So 1050(1
SIN)
NY
S 5,50
S 2.7500)
001
$
0.001;
4211.06
Tru-I'av Fahrg 5(11 In ISOt)
LNXI
NY
S J.50
S 6.750IX1
001
S
41.01P1
4211.07
TN -Pa@ Fabric 1501 and Greater
1101
Sy
$ 1,1)5
S 4.578.115
43961LI1()
$ 1341179.110
29211.71'%
63n.01
C5lnuruelion yJmc Trallk Control (CONT. RCII.HCTIi1) 111:1.ow)
I
%
6.54-A
$ 2514,070.01
OINI
S
O.W14
630.02
Additional Variable Mccrage Board
N
RT VWIV lV Day
S 152.96
S UZI. %
3290)
S A1.323.µ4
4112.5(Y%
610 )3
Addilioml Il.gging
511
Hour
$ 21.97
S 1.198.50
91.50
$ 2.19.1.26
IN3.IMy%
0o.IH
Night Work Gp-Charµ
IN
15.T Night Wnrkcd
S L(XNLIXI
S 1110kI.IXI
I1.1X)
S 13.INNLINI
72.22%
ORICINAL CONTRACT AMOUNT
S 4.21M.(194.68
S 4.9I1.874.71
6311.01
Cortgnwtion VI'm Trallio Control
S 321.2.14.61
S 121.216.61
124AX'd
col
1'mspx%i SwukkTing or 21112 msunacing proyv1
$ 6.610.7.5
S 6.610.75
CO2
MI ORli s
3 20)(1,00
$ 2.1NN).(M
CK-dit to Crly rill osvrpaymN for MAY pay app.
5 '19671NI
S 19!17,iS1
Col
Addilionola Lint, Item
-
S ,
C(M
lrinrttc County Work
99.2911.37
Is
Y9181137
TOTAL CONTRACT AMOUNT
$ 4-11La78.62
Total to Date 1
$ S..140.095.26
124a
Amnuot mnmaining in cnnlydtr el: Sl1.1129,OIR.RJ,Y3)
Change order amount mo h: 1 1361XNL58�
I waling:
Page 2 of 2