09-162.00 Knife River: Broadway Rehab Ph 2r'
Federal Aid Project No.: STPUS. 3846(008)
S��il�ane -
Valley CHANGE ORDER TO CONSTRUCTION CONTRACT NO: 09.036
DEP ARTMENT OF PUBLIC WORKS
PROJECT: Broadway Rehabilitation ProJeot - Phase 2 - CONTRACT DATE: 7/3112009
CONTRACTOR: Hap Taylor & Sons Inc dba Knife River CHANGE ORDER NO: 4
CAPITAL IMPROVEMENT PROJECT NO: 0066
BID NO.: 09-036
DESCRIPTION OF CHANGES
This Change Order Increases the contract amount to include final micellaneous quantity overuns.
Item No Description unit Quantity Unit Price I2W
62 Summary of Quantity Overuns LS 1 $31,629.16 $31,629.16
Total Amount of this Change Order(incl. Tax): $31,629.16
SUBSTANTIAL COMPLETION
Original Date: 9/1412009 Prior to this Change Order. 9/14/2009 Including this Change Order: 9/14/2009
idglnal Working Days: 27 Worldng Days Added by this CO: 0 Working Days Including this CO: 27
THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE:
ORIGINAL TOTAL CONTRACT AMOUNT $, 508,306.75
TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $. 10,128.96
TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER ,,,_,,...,,,_ „_,,,,,_$, 618,435.71
NET THIS CHANGE ORDER „^.. 31,628.16
__.._...........__._.._...._...._....._......_.._..._... .....,._......._.._.__._._...., .
TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 650,064.87
CONTRACTOR ACCEPTANCE: // 7? DATE: / d ^i2- ^ G 9
The contractor hereby accepts thts adjustment under the terms of the odginal contract for all work perfomed.
RECOMMENDED B k % —� /�� DATE: A-7 • ?• 0 9
APPROVED BY:
APPROVED BY:
ATTACHMENTS:
Otstabuuon.
ORIGINALS TO: Contractor, City of Spokane Valley Clerk's Offtoe, PIN Project File
COPIES TO: PW Project File P:PuMC wo,twaad,svgW (sasrmor)
DATE: r,
DATE:
Cog- 1 (,2
rl
Spokane
jValleya
Memorandum
Public Works Department
Capital Improvement Program
1170 : Sprag -- ... Ec o PY , vy
509.921.11 1 ♦ Fax: 509.921.1008 ♦ cityhaftspokanevalley.q
Date: October 9, 2009
To: Steve Worley, Neil Karsten
From: Craig Aldworth i
Re: Change Order 4 for Broadway Rehab 2 Project, CIP 0066
Budget Account No. 303.303.0066.595.30.63.00 Knife River Contract 09 -036
Change Order 4 is an administrative project closeout change order that increases the authorized contract
amount to include final miscellaneous quantity overruns. The final changes ( + / -) in quantities and cost
for each bid item are shown on the attached spreadsheet version of Pay Estimate Application 2. The
majority of the cost increase is due to increases in three bid items:
Bid Item 14, HMA Utility Patch Quantities were increased 202 SY (22 %) due to cave — ins at edges of
utility excavations and to re -grade a section of existing pavement on the eastbound lanes on the east end
of the project to improve drainage and ride. Increased cost $9,696.00
Bid Item 15, HMA Pavement Patch Quantities were increased 155 SY (12 %) to repair failing
pavement on the north side of intersections up to the curb return. Increased cost $9,687.50
Bid Item 16, HMA Cl. V2" PG 70 -28 Quantities were increased 179 tons (16 %) to remove existing
rutting and increase rideability on the east end of the project. The increased HMA thickness will increase
the pavement life on truck arterial. Increased cost $15,036.00
Overages and underages in other bid item quantities nearly balanced. The total cost (incl. tax) for this
Change Order work is $31,629.16 paid for by an 86.5% Federal grant and the City of Spokane Valley.
There are sufficient funds in the project budget to cover these costs.
Original Contract amount —
$508,306.75
Previous Change Order Cost =
$10,128.96
Change Order #4 Cost =
$31.629.16
Project Cost including Change Order #4 =
$550,064.87
15% of Original Contract amount =
$77,794.01
Max Public Works Director Contract authority =
$75,000.00
Change Order Cost to date =
$41.758.12
Remaining P.W. Director Contr t Authority after CO #4
$33,241.88
Public Works
r
roject anager
t�
Cc: Deputy City Manage
Finance Department
APPLICATION FOR PAYMENT NO.2
Broadway Rehab Phase 2 Project CIP No. 0066
SCHEDULE A • Road Work
Payment Period: September 1, 2009 through September 14, 2009
Spokane
AL V$
SCHEDULE A
ORIGINALCONTRACTVALUES
WORN COMPLETED
PREVIOUS PERIOD
THIS PERIOD
PROJECT TO DATE
ITEM NO.
ITEM DESCMFrnON
UNIT
QUANTITY
UNrT PMCE
TOTAL COST
OUANiTTY
TOTAL COST
QUANTITY
TOTAL COST
DUANTrrY
TOTAL COST
1
MOBILIZATION
LS
1
$59,500.00
$59,500.00
1.00
$ 59,500.00
0.00
$
1.00
$ 59 500.00
2
CONSTRUCTION SURVEYING
LS
1
$10000.00
$10,000.00
0.75
$ 7,500.00
0.25
$ 2500.00
1.00
$ 10000.00
3
SPCC PLAN
LS
1
$250.00
$250.00
0.00
$
1.00
250.00
1.00
$ 250.00
4
EROSION CONTROL
LS
1
$6,500.00
$6,500.00
0.67
$ 4,355.00
0.33
$ 2.145.00
1.00
$ 6,500.00
5
PROJECT TEMPORARY TRAFFIC CONTROL
LS
1
$25,000.00
$25,000.00
0.67
$ 18 750.00
0.33
$ 8
1.00
$ 25,000.00
6
PEDESTRIAN CONTROL AND PROTECTION
LS
1
$1,300.00
$1300.00
0.67
$ 871.00
0.33
$ 429.00
1.00
$ 1,300.00
7
REMOVE PCC CURB
LF
222
$13.00
$2
30.00
$ 390.00
5.00
$ 65.00
35.00
$ 455.00
8
REMOVE PCC CURB AND GUTTER
LF
318
$6.00
$1,908.00
378
$ 2,268.00
241
$ 1,446.00.
619.00
$ 3,714.00
9
REMOVE PCC SIDEWALK / DRIVEWAY APPROACH
SY
263
$5.25
$1,380.75
123
$ 645.75
0
$
123.00
$ 645.75
10
ABANDON EXISTING DRYWELL
EA
10
$850.00
$8500.00
10
$ 8500.00
0
$
10.00
$ 8,500.00
11
SAWCUT 2 IN. ACP PAVEMENT
LF
388
$0.60
$232.80
287
$ 172.20
0
$
287.00
$ 172.20
12
MICRO MILL PLANING BITUMINOUS PAVEMENT
SY
6625
$2.50
$16,562.50
3.315
$ 8,287.50
3,441
$ 8,602.50
6
$ 18 890.00
13
SHIM PLANING BITUMINOUS PAVEMENT
BY
4563
$2.40
$10,951.20
2,280
$ 5,472.00
2,283
$ 5,479.20
4,563.00
$ 10.951.20
14
HMA UTILITY PATCH
SY
884
$48.00
$42,432.00
981
$ 47 088.00
105
$ 5,040.00
1 086.00
$ 52 128.00
15
HMA PAVEMENT PATCH
BY
1288
$62.50
$80,500.00
355
$ 22,187.50
1
$ 68,000.00
1,443.00
$ 90 187.50
16
HMA CL. 112" PG 70 -28
TN
1124
$84.00
$94.416.00
672
$ 56,448.00
631
$ 53,004.00
1.303.00
$ 109,452.00
17
ANTI-STRIPPING ADDITIVE
CALC
1
$1.00
$1.00
$
1
$ 1196.15
1196.15
$ 1,198.15
18
JOB MIX COMPLIANCE PRICE ADJUSTMENT
CALC
1
$1.00
$1.00
$ -
0
$
$
19
COMPACTION PRICE ADJUSTMENT
CALC
1
$1.00
$1.00
$
0
$ -
$
20
CRUSHED SURFACING TOP COURSE
TON
33
$59.00
$1,947.00
$
45
$ 2,655.00
45.00
$ 2,655.00
21
TRENCH EXCAVATION SAFETY SYSTEM
LS
1
$500.00
$500.00
1
$ 500.00
0
$ -
1.00
$ 500.00
22
CATCHBASIN TYPE 2 481N. DIAM.
EA
10
$2
$23
5
$ 11,500.00
5
$ 11,600.00
10.00
$ 23,000.00
23
SPILL CONTROL SEPARATOR
EA
10
$350.00
$3500.00
10
$ 3,500.00
0
$
10.00
$ 3
24
CONCRETE INLET
EA
10
$850.00
$8,500.00
10
$ 8,500.00
0
$ -
10.00
$ 8,500.00
25
PRECAST CONCRETE DRYWELL, TYPE 2
EA
10
$2
$25,000.00
5
$ 12 500.00
5
$ 12 500.00
10.00
$ 25,000.00
26
SOLID WALL PVC STORM SEWER PIPE 12 IN. DIAM.
LF
179
$50.00
$8,950.00
96
$ 4,800.00
90
$ 4,500.00
186.00
$ 9,300.00
27
ADJUST EXISTING MANHOLE, CATCH BASIN OR DRYWELL
EA
8
$350.00
$2.100.00
6
$ 2
0
$
6.00
$ 2,100.00
28
ADJUST EXISTING VALVE BOX
EA
4
$275.00
$1,100.00
1
$ 275.00
3
$ 825.00
4.00
$ 1 100.00
29
CEMENT CONC.TRAFFIC CURB
LF
37
1 $14.00
$518.00
36
$ 504.00
8
$ 112.00
44.00
$ 816.00
30
CEMENT CONC. TRAFFIC CURB AND GUTTER
LF
540
$15.25
$8,235.00
264
$ 4,026.00
115
$ 1,753.75
379.00
$ 5,779.75
31
CEMENT CONC. PEDESTRIAN CURB
LF
84
$12.50
$1,050.00
$
74
$ 925.00
74.00
$ 925.00
32
CEMENT CONC. SIDEWALK
BY
191
$34.00
$6,494.00
62
$ 2,108.00
72
$ 2
134.00
$ 455600
33
DRIVEWAY APPROACH
SY
26
$55.00
$1,430.00
1
1 $ -
43
$ 2,365.00 1
43.00
$ 2385.00
Qu.Change Coat Change
(187.00)
$ (2,431.00)
301.00
$ 1,806.00
(140.00)
$ (735.00)
_
g
_
(101.00)
$ (60.60)
131.00
$ 327.50
202.00
$ 9,696.00
155.00
$ 9,687.50
179.00
$ 15,036.00
1,195.15
$ 1,195.15
(1.00)
$ (1.00)
(1.00)
$ (1.00)
12.00
$ 708.00
7.00
$ 350.00
7.00
$ 98.00
(161.00)
$ (2,455.25)
(10.00)
$ (125.00)
(57.00)
$ (1,938.00)
17.00
$ 935.00
38 ISO[
47 IPAII
'PROACH CURB AND GUTTER
14
HM)
TABLE WARNING RETROFIT
SF
10
(CRETE SIDEWALK RAMP, TYPE 2
EA
3
CO2
EA
Si i
ATION
50
TEN
'PROACH CURB AND GUTTER
LF
1St
TABLE WARNING RETROFIT
SF
10
(CRETE SIDEWALK RAMP, TYPE 2
EA
3
(CRETE SIDEWALK RAMP, TYPE 4A
EA
2
ATION
SY
28
E B
SY
30
E 2 IN. DIAM.
LF
193
CASING PIPE, 6 IN. DIAM.
LF
60
)X, TYPE 1
EA
1
$ 50.16
EA
5
SIGNING
LS
1
_ROAD CROSSING SYMBOL
EA
4
PAVEMENT MARKING
LF
800
LF
577
P LINE
LF
52
DOP TYPE 2
EA
2
7.00
7.00
0.00
CHANGE ORDER I SUBTOTAL $ 1
1 $150.00
CHANGE ORDER 2 SUBTOTAL $
Closeout
1.
1
$ 1
$ 6
2 $ 3.300.00
24.00
$ 408.00
(2.00)
$ (74.00)
(3.00)
$ (144.00)
(5.00)
$ (115.00)
66.00
$ 627.00
I
(6,039.00)
$ (1,207.80) I I I
228.00
$ 50.16
(2.00)
$ (7.50)'
$ 31,629.16
(1.00)
$ (31,629.16)