HomeMy WebLinkAboutCHANGE ORDER - REQUISITION - 29009JAN-09-2007 TUE 04:41 Phi CFO ENG. FAX NO, 9702216378 P. 01
Change Order Form
City of Pert Collins
Engineering Department
PROJECT TITLE' Mason Street Transporation Corridor
PROJECT NUMBER: 30521900.E (Bid #5932), Harmony Rd., Spring Creek BikelPedestrain Trail
CONTRACTOR: Mountain Constructors (PO #5506704)
CHANGE ORDER NUMBER: 12
n preparing c ange or ers show in order as separate numt)erea paragraphs the tollowing:
1. Reason for change. 2. Description of change.
3. Change in contract cost. 4. Change in contract time.
182. See attached sheet for detail.
3. The contract Cost will decrease by $ (47,292.22)
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)
-3.40%
6.21%
ACCEPTED BY: IL Q i DATE: —O 0 - U 7
ontractoi's Representative
$1,392,915.11
$125,657.73
$8,100.00
($47,292.22)
$1,479,380.62
SUBMITTED BY: _A `` - DATE:
Project Engineer
% DATE:
APPROVED BY:
Pr ject Manager - Engineering
APPROVED BY:
cc: Purchasing
Accounting
Contractor
Project HL
DATE:
(Purchasing Agent over $30,000)
n ....:..o..A.... n,.,,.,,-.,,,a.,r • 241 North Colleee Avenue • P0, 13ox 5N • Fort Collins, CO 80522-0580 - (970) 221-6605
JAN-09-2007 TUE 04:41 PM CFO ENG. FAX NO. 9702216378 P. 02
CHANGE ORDER -12
Project 5893 - Mason Street/Harmony Road/Spring Creek Bike/Pedestrian Trail
SUM RYOFWORK
Reconciling Change Order
- See attachod wbmiltal -
TOTAL:
OR CHANGE
- Soo attached submittal -
WRIN POSTED
Posted to Pay Estimate # 90
-$47,292.22
RECONCILING CHANGE ORDER FOR MASON TRAIL FROM SPRING CREEK TO HARMONY ROAD
OAT`: 117M7
-
tlou0yisl Conctruebn
Total Paid To
Oseravn 1,
- -
hm9
paaiglion
Unit
Q1adlity
Toted Owmwy To Dz%
Dale
%Compwm
Urlder+un Per
Reesae
Und➢riee
Canlrast
-
-
b'
-
201.000X
CLEARING AND GR�1B31N G
LS
100
S 35.DDv.00
S 35 000.00
1.00 I
S 35 CaT0A0
105-d,
S
'
202.00010
REMOVAL OF TREE
EA I
2.00
5 4G000
5 800.00
2.00
S 8,30.90
t
10D%
0%
S -
$330A0
Field Ad'usmxnt
202.0001b
REMOVAL OF INLET
EA
1.00
5 330A0
S 330.00
000
5 -
0% 1
5 320.00
FIeId AGLshnant
: 2D2.00053;REMDVAL
OF PI Po
EA
1.00
S 323.00
% 320.00
C_00 Is
-
202.0034
REMOVAL OF PIPE {SPECIAL}
EA
1.00
$ 725.03
$ 725.00
1.0]
S 725,01)
100% 1
S _
202.00190
REMOVALOFCONCRETE
MEDIAN COVER MATERIAL
SY
24-00
$ 13.50
$ 324.05
34.60
S 467.114456 D
r
S 143.16 IMsaruU
w Ouarr' realei than EsYlleied Quasi:
202.00255
REMOVAL OF SIDFV:ALK
Sy 1
1T7,DD
$ 1D.5D
5 1,B5B,50
343.10
S 3.602.55
19416
s 1,744.05
AddNoml removal at various SW Ran,13 LOr2UOM
202-00203
.GUTTER
REMOVAL OF CURB AND
L
288.DO
S 5.50
5 1,594.0D
206.20
5 1.640-10
104%
.
5 5610
Measured Ova rczler Then Estimated Ouan'
t 202.00220
REMOVAL Cc ASPHALT MAT
SY
1232.GD
S 6.50
$ 8,006,0D
1,052.B0
S 6,843-20
85%
S f1 164 a0)
rAeasured Qianh Isss Clan Estimated Quan6
202.00495
REMOVAL OF PORYIOYS OF
PRESENTSTRUCTURE
LS
1.03
S 75uo
S 750.GO
103
$ 750.03
100%
5 _
2v2A0870
REMOVAL OF GROUND SIGN
FA
3.00
5 90.03
$ Z70.03
3.03
$ 270.03
l00% is
202.04000
PLUG STRUCTURE
EA
3.00
S 520.OD
S 1560D3
3.00
S 1,56D.DD
lG0%
.5 -
202.L4002
CLEAN CULVERT
EP.
1.00
S 400.00
S 400.06
1.00
S 400.00
SCO%
5 - t
203.00010
EAISANKMENT MATERIAL
Cy
46B3.4J
S 10.50
S 51271.50
4,663.63
5 51271.50
100%
$ _
203.015m
fCIP
BLAOiNG
HR
4D.01) 15
90 GO I
S 3A00.00
40.01)
is 3600.00
1Wfi
$ -
20301597
POTHOLING
HR
20.00
$ 130.00
$ 2600.00
2D.OD
5 2,8W-00
lDD%
S -
205.000D3
STRUCTURE EXCAVATION
GY
315D7
S 1200
S 4.`_0000
37500
S 45fA-00
} 100%S7RU
S
20aa7100
S RE BACKFILL
Cy
2� 0D
S 19.00
S 4,789.0]
252-CO
S 4,TP..Y,43
1009;
S _
s
(CLASS
206.0510
FILTER MATERIAL [CLASS A)
Cy
15.DD
S 47.00
S 705.0D
15-00
$ 705.00
SCO%
s
1.60
6.000.06
3,S42 63
' S 0.147.20
102%
S 147.2D
iW.aam,v QuaniAy ipr w than Es"riad Ouaet.
208.00020
SILT FENCE
LF
3750.03
S
S
2030004S
CONCRETES:ASHOUT
FA
1 D0
$ 903-03
5 900A0
200
S 1,800.00
200%
S 500.00
Len o1ProNecesfsledesemndwashovtsWre
206.G]050
STRUCTURE
STORM OMAN INLET
PROTECTION
EA
-
2.00
S 15D.DD
b 3D3.00
2.00
S 3DO.03
1131)i6
5 -
208.00770
STABILIZED CONSTRU GTION
ENTRANCE
EA
6.00
S 1,300.00
S 7,8UD.D3
1.0D
S 1,3DO.03
17%
S 6,500.A1
Field Aduslarw_i[
203001 DO
SEDIMEkr REMOVAL AND
OSPDSAL
LS
I-CU
5 2,5D3.00
5 2,500,00
1.00
$ 2,500.01)
100%
5 _
20B.DD200
EROSION CONTROL
S JPERVISOR
LS
1.00
$ 3.00D.D0
$ a=00
1.00
S 3.000.01)
100%
$ _
210.013G50
RESETF.RE HYDRANT
EA
1.00
S 160D.00
S 1,6}100
1-00
S 1,600-00
1Da%
D%
S -
S 875.G0
Work Dme Others
210.00610
RESETGROUNO SIGN
EA
5.00
5 175.00
1T75.43
0.03
5 -
210.04D1G
ADJUST MANHOLE
EA
2,00
S 480.00
S 96D.0D
2.03
S 960.Co
100%
5 -
210.G405G
ADJUST VALUE BOX
EA
2-GO
5 300.00
S 60D.0D
2DO
S 600.DD
100%
S
21C_0405t
ADJUST VAULT
EA
5 600.00
S 2 400.00
4.DD
$ 2,4D0.Da
$ 2,6D1.OD
100%
119%
S -
5 "s87.10
Aleasured Qum t. aher olan Es hmaEed Ova nft
212.[dA06
SEEDING . ATE
d AC
n4�$
490.00
S 2.013.90
4.90
212.Of1047
SOIL PREPARATION
($PEGlld
AC
2,490.03
$ 7G239.90
4.90
S 12201.00
719%
r5 1,967.10
sJxasned Quar', faster :hen Estimated QuanE
2t3J000T2
HALCHING (QED FREE
AC
4.11
, S 45D.DD
$ 1.549 50
490
S 2205.00
ills%
s 355.50
mmr then EauleOu
Measmsd Ouard 4d c3R.
213A0008
0 MULCHING '100 CHIP
CF
52.DD
S 320
S 165.44
0.00
S -
0%
109%
$ f166.g010ua
S 162-40
not neseed
Measured Qua realef Non Estimated Oua.
213.03061
MULCH TACKIFIER
L8
617.00
5 2.BD
s 1,727.GG
675.00
S 1,690.00
214.f100D0
LANDSCAPE 4NNTE1sAT:CE
LS
1.0]
S 11,003.00
S 11000.00
1.00
S 11000.0D
1DD%
S -
214.0D905
PERENNIALS (225 INCH POT)
EA
1270.OD
S 7.50
S 9,525.OD
D.DD
S -
0%
5 9 525.0'u
Wmk m be Done by OE1em
2t5.00030
TRANSPLANT TREE(1.5 TO 3
INCHI
EA
3.00
S 225.0.7
$ 675.00
0.00
$
0%
S (fi75.00}
LRork Gone CJ1ere
215.011 DD
TRANSPLANT TREE [DVER6
EA
e-00
S 550.00
5 3,360--00
0-G0
S -
0%INCH
S .380.00
Work Dam by Olhxfs
216.OD041
SOIL RETENTION BLANKET
SY
425-00
S 2.0111S
850.00
OJX3
S -
D%
$ B50-00
Work to be Dore by Otllsrs
217.00020
fSTRAW+COCONV
HERBICIDE TREATMENT
HR
40-00
S 101G0
I S 4.000.13D
40-OD
$ 4000.08
100%
9 -
C-
9
Z
O
CID
rQ
CD
O
O
C
m
O
.A
.A
'-D
3
CJ
`+7
n
m
z
-0
O
w
250.0D1G0
HEALTH AND SAFETY
OFFICER
Hill
24.0
5 140.00
S 3.36D.DD
C00
b -
100T
5 f3,36Jf.0
Qua r!a.mun;ad for DanL2Cor
374.080D0
AGGREGATE BASE COURSE
(CLASS St
TON
1716.00
S 1600
S 27A56.00
1,310.09
S 20,951.44
T6%
?
5 r8,494.55)`.'easured
Oaar.'' lass lfian Estimaletl QcantiC
4m.u??20 rHOT
BMUMIN DUB PAVEMENT
ION
357 CO
S 6.5-d]
$ 39;..45.C4
205.35
S 17.454.75
SBy>
[PATCHING} [ASPHALT]
$ f12 890.25j
b;sasu�d Chan' less Clan EwtmAted Quinftty
41201000
CONCRETE PAVEMENT(10 R
INCH j
By
161.OD i
$ 9B.D0
$ 15,455.00
0.00 {
•
3 -
N+
S 15.45600
Pa:tl:or C.O 94 and 89 r
420_C01 G7
GEOTEKT LE (EROSION
CONTROLI(CLASS
BY
92,G7
5 3.OD
S 276.00
0,00
S -
0%
S fi_00
1
Cua wtr�etlei
420.03101'GEOTEXTILE
rROSIDN
SY
930
5 3.00
S 27.90
G.GJ
S
0%
S f27.501
Qmnlrt m: rede.'.
'506.001D
CONTROL) C'.ASS el
RIPRAP fSPECIALh
CY
36.00
s 13G.03
5 4.E3000
36.00
5 4.66D.06
100% jb
=
506.00212
RIPRAP 02 INCH I
CY
Z.70
s 95.G3
s 259.57
2.7D
5 258.50
100%
3 -
514002D3
PEDE57ZVOi RAJLING
STEEL
LF
]
167.CG
S 172.0D1$
28,724.00
16T.W
s 26.724.00
SW%
s _
6D1 0305D
CONCRETE CLASS 0 (BOX
CY
79.07
5 39000
$ 30481D.00
8723 ,
S 34.WB.00
110Pb
S 3.198.00
Estimalad Quanta was rcisra':.Uared
1 601.D3010
CULVER
CORCRETE CLASS D
CY
104.00
S 410.00
5 42.640.00
104,00
5 42,640.0
1DD%
S
BRIDGE
601AD300
STRUCTURALCONCRETE
COATING
BY
SW.00
$ 10.D0
s 1.C7000
0.07
S -
S 7070.d7
':lolc In he Done
0.85
$ 22,65255
33,6E90]
S 25,616.65
125%
5s65.t0
l6gers
Adf'aunal Blae3:l Bdd DerJae nota��mted for in Plan OuanL
&7200DCU
REINFORCING STEEL
L8
27G73.00
s
kS
0301160
1 B INCH REINFORCED
CONCRETE P'PE
LF `
245.50
S 3B.D3
$ 9.387.0)
245.50
$ 9,367.6D
100% 9
S r
603050113
. 16 L5CH REINFORCED
CONCRETE END SECTIONEA
6.00
5 420.00
S 2,52000
SHOO
5 2,100.00lDD%s
420.OD)
E
Fie'd Ad'us4neM603.10120
121NCH CORRUGATED
PIPE
EA
14.00
S 50.00
5 700.00
14.DD
S 7013.00_STEEL
603.30DT2
12 INCH STEEL END SECTION
EA
1-CO
5 197.C•7
5 190.00
1.03
S 123-OG634.160D5
INLET TYPE 160 FOOT'
EA
2.0J
$ 2,750.00
$ S,SC000
2N
5 55D1.G3
6D419105
{DL'B INLET 4'CPENI9G (5
EA
1.DD
S 3.000.0D
'
1 $ 3,070b)
0.00
5
3,D77.001
Feld Arfusbnent
604.37'OS
F'n`N HOLE SLAB BASE l5
EA
1.00
S 1,550.00
S 1.555.DD
0.00
5
1,550.00
1
Feld Ad'us'mant
607.11300
FENCE COMBINATION':fRH
TREATED WOOD POST
LF
11176.00
S 1430
S 159,945.40
11,176.00
(5 154,615.g0
700%
3 _
537.11525
FENCE (PLASTIC)
LF
220.aO
S 2J0
s 402.00
100.00
S 21000
45%
5 252.DD
5 2AD7.68
Nr-asuretl OaaM' Teas Chart Estimated Qua
?Amsi d Cua mHiw than Estimated OuanLdy
6D6.07010
CONCRETE CURE RAMP
BY
250.00
5 8,1 01
S 22,DJ0.00
Z7736
S 244D7 F.e
111%
808.0632B
CONCRETE BIAEWAY(6
INCH
SY
1B560 C0
S 31.GJ
S 575,360.OD
16,615.60
S 577,063.60
1D0%
S 1.723.60
Measured Qm realefthan Estimated Cuantit•
608.DD02X
COXCRETE BIKEYfAY
COLORED O1NCH{
BY
52,33
S 62.00
S 3.244.46
52M
5 3,244.46
100YS
S _
6C8.10010
SIDEWALK DRAJN
2A
500
5 2.407.00
S 14AOO.Op
BAD
$ 14,400.00
100%
5
6oa2101D
VERTICAL CURB AND
GUTTER 1'G'JTTERS
LF
69.00
S te_00
S 1.104.00
103.50
$ 1,656.00
150%
5 552.00
`N2asure5 Du€nC. reeler Oran Esemaletl QuanCt
VERTICAL CURBAND
GUTTER 2'GUCTER
IF
3132.00
S 12.W
$ 37594-00
3r25B.80
5 39,117.60
1D4%
s 1.533.60
14aasufed Quan' realer than Es:; ne:ej Quan'.
E
CR�EOVER CURB A%D
LF
282.00
S 14.0D
S 3.9".R219I,0WGS
4,074.W
103%$
t26.00
MeasuredQua rea:elth€IEstimatedOuan
MeasuredQuarN realerelanEstimatedOaa620.D3020
MEDIAN COVER MATERIAL
SF
66.OD
S 13.60
S 756.s
957.15
127%
s Z0L15
SANITARY FACILITY
EA
1.00
5 2,000.W
S 2000.S
2.000.00
100%
S622.D0250
BENCH
EA
1 CST
S 1 60D,G0
1 fion.s
1600.00
IOU%
3 S622.00350
TRASH RECEPTACLE
FJa
iOD
s 1.000.00
$ 1000.5
1000.00
100%
s626.00D70
MOBILVIITION
LS
1.00
S 25.000.00
S 250DO.S
25,O00.D062900003
DGe GIRDER AND ➢ECK
EA
1.00
$ 2D0A00
S 20,O0D.S
20.0W.00
1Da--A
S _
UNiT 7'�
628.D300D
BRIDGE GTcDERAND OECK
UNrT 42'JY}
EA
1.00
5 32•DUT.03
5 32.000.00
1.10D
5 32,000.00
1001A
S _
BRIDGE GIRDER AND DECK
EA
1 W
$ 40,000.OD
S 4OA00.00
1,00
$ 40,000.00
100%
S _
628.00700
UNrT 50-0'
530.10D05
TRAFFIC COkrROL
IS
I 1.D0
IS 30.000.0D
$ 30,00000
1.00
S 33,WO.00
100%
5 -
AC"Un"O
A ustnanL-
S 0.01
S 1 b 417 B2
a
Z
I
O
CI
I
CD
O
O
C
m
CD
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4P
rV
3
n
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m
co
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00
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