HomeMy WebLinkAboutTrans 2009-08-17 Item 3A - Bid Award - Ro-Con Equipment Specialist for Allentown Storm Water Pump StationCity of Tukwila
INFORMATIONAL MEMORANDUM
TO: Mayor Haggerton
TRANSPORTATION COMMITTEE
FROM: Public Works Director
DATE: August 12, 2009
SUBJECT: Storm Lift Station No. 18 Improvements
Project No. 07 -DRO3
BID AWARD
ISSUE
Award the bid for construction of Storm Lift Station No. 18 Improvements.
Jim Haggerton, Mayor
BACKGROUND
This project will upgrade Storm Lift Station No. 18 by replacing the existing single 8" pump with two
10" pumps, replacing the wet well, adding a control structure and constructing an electrical control
building. These improvements will require the acquisition of additional right of way and will provide a
secondary backup pump, increased pumping capacity and automatic operation.
This project was scheduled for construction in 2010 but is proposed to be moved ahead in response
to the anticipated increased river flows and potential for flooding as a result of the problems at
Howard Hanson Dam.
The project was advertised for bids on July 29 and August 5, 2009. Nine bids were received and
opened on August 12, 2009 and the bids were checked and tabulated. Ro -Con Equipment
Specialist, Inc. is the low bidder with a base bid of $294,610.00. The engineer's estimate was
$373,118.63.
ANALYSIS
The bids were reviewed and tabulated. No errors were found. Ro -Con Equipment Specialist, Inc's
references were checked and found to be satisfactory.
BUDGET AND BID SUMMARY (All amounts include sales tax.)
Bid Results Estimate Budget
Construction 294,610.00 373,118.63 300,000.00
Subtotal $294,610.00 $373,118.63 300,000.00
Contingency (20 58,922.00 74,623.73 0.00
Total $353.532.00 5447.742.36 *5300.000.00
*Overage amount will come from the ending fund balance.
RECOMMENDATION
The Council is being asked to award the construction of the Storm Lift Station No. 18 Improvements
to Ro -Con Equipment Specialist, Inc. in the amount of $294,610.00 for consideration at the August
24, 2009 Committee of the Whole meeting and subsequent September 7, 2009 Regular Meeting.
Attachments Bid Tabulations
CIP Sheet Storm Lift Station No 18 Improvements
W \PW Eng \PROJECT S\A DR Projects \07 -DRO3 (Storm Lift Station No. 18 Improvements; \Design\Into Memo 910 Award coo
Mitigation Actual
Mitigation Expected
City Oper. Revenue
TOTAL SOURCES 0 10 410 0
0 Project Location
CITY OF TUKWILA CAPITAL PROJECT SUMMARY
2009 to 2014
PROJECT: Storm Lift Station ivo. 18 improvements
LINE ITEM: 412.02.594.38 .36 PROJECT NO. 07 -DRO3
DESCRIPTION: Conduct an assessment of Storm Lift Station No. 18 to determine repairs or upgrades that may be needed.
Since its installation in 1997, the Allentown area has seen an increase in redevelopment, infill, and expansion
JUSTIFICATION: of the City's drainage system. In addition, the station only has one pump and must be manually activated during
the flood season. Flooding may result in the event of a power or pump failure.
STATUS:
MAINT. IMPACT: Manually operating of flood gates and emergency responses will be decreased.
COMMENT:
FINANCIAL Through Estimated
(in $000's) 2007 2008 2009 2010 2011 2012 2013 2014 BEYOND TOTAL
EXPENSES
Design 10 60 70
Land(R/W) 0
Const. Mgmt. 50 50
Construction 300 300
TOTAL EXPENSES 0 10 410 0 0 0 0 0 0 420
FUND SOURCES
Awarded Grant 0
Proposed Grant 0
0
0
0 10 410 0 0 0 0 0 0 420
0 420
0
0
0
0
Owner: City of Tukwila
Project: Allentown Storm Water Pump Station
Engineers: PACE Engineers, lnc.
ITEM ITEM OR
NO. TASK DESCRIPTION
1 1
ROADWAY
6" HMA 1/2" with 6" CSTC Base
2 3" HMA 1/2" with 2" CSTC Base
3 Crushed Surfacing Top Course
4 Shoulder Gravel
TRAFFIC CONTROL DEVICES
5 Traffic Control Devices
ROADSIDE DEVELOPMENT
6 Property Restoration
7 Plantings
8 10 -Foot Chain Link Gate
9 Cedar Fence
STORM DRAINAGE
10 Mobilization
11 Temporary Water Polution /Erosion Control
12 Resolution of Utility Conflicts
13 Traffic Control Labor (Min. $35/hr)
14 Contractor Supplied Surveying and Staking
15 Potholing
16 Storm Water Pump Station
17 72 -inch Diameter Discharge Manhole
18 CMU Building
19 10" DI Pipe and Fittings
20 12" DI Pipe and Fittings
21 Removal and Disposal of Existing 84" Pump Station
22 Removal and Salvage of Existing Controls
23 110" R S. Gate Valve and Valve Box
24 (Bank Run Gravel
25 136" DI Pipe
26 'Electrical
27 'Trench Shoring and Safety
I
Sales Tax included in Unit and Lump Sum prices per Rule 171
Bid Tab 8- 12- 09.x15
QUANTITY
NO UNIT
UNITS
125
25
70
50
10
70
400
1
2
150
SY
SY
TN
TN
LS
FA
EA
LS
LE
IS
LS
FA
Hour
I.S
FA
LS
LS
LS
LS
LS
LS
LS
EA
TN
LS
LS
LS
Subtotal!
TOTAL BID
II RO -CON EQUIPMENT SPEC 1F EBENAL GENERAL, INC.
UNIT UNIT
PRICE COST PRICE
$60.00
$32.00
$28.00
$28 00
$450000
$5,000.00
$450.00
$1,800.00
$35.00
$6,000.00
$1,000.00
$10,000.00
$38.00
$3,200 00
$5,000.00
$59,500.00
$22,500.00
$24,000.00
$12,500.00
$4,200.00
$12,000.00
$4,000 00
$2.500.00
$26.00
52,700 00
$56,000.00
$18,000 00
$7,500.00 I $58.00
$800.00 I $50.00
$1,960.00 I IpI $30 00
$1,400.00 II $30.00
$4,500.00
$5,000.00
$4,500.00
$1,800.00
$2,450.00
$6,000.00
$1,000.00
$10,000.00
$15,200 00
$3,200.00
$5,000.00
$59,500 00
$22,500.00
$24,000.00
$12,500.00
$4,200.00
$12,000.00
$4,000.00
$5,000.00
$3,900.00
$2,700.00
$56,000.00
$18,000.00
II
$294,610.00
$5,000.00
$5,000.00
$500.00
$2,000 00
$30.00
$30,000.00
$5,000 00
$10,000.00
$45.00
$5,000.00
$5,000.00
$96,000 00
$6,200.00
$40,000.00
$10,000.00
$2,000.00
$30,000.00
$5,000.00
$1.250.00
$20 00
$25,000.00
$56,000 00
$1,000.00
BID TABULATION
NORDIC CONSTRUCTION, INCII SCI INFRASTRUCTURE, LLC I
I II I
UNIT UNIT
COST PRICE COST PRICE COST _II II
$7,25000 $11000
$1,250.00 $300.00
$2,100.00 I $55 00
$1,500.00 II $65.00
II
$5,000.00 II $600.00
$5,000 00
$5,000.00
$2,000.00
$2,100.00
$30,000 00 II $8,000.00
$5,000.00 II $1,500.00
$10,000.00 II $10,000.00
$18,00000 II $42.00
$5,000.00 I $2,000.00
$5,000.00 I $5,000.00
$96,000.00
$6,200.00
$40,000.00
$10,000.00
$2.000.00
$30,000.00
$5,000 00
$2,500.00
$3,000.00
$25,000 00 $17,000.00
$56,000.00 $60,000.00
$1,000.00 $3,000.00
$380,900.00
55,000 00
$200.00
$1,000.00
$35 00
5135,000 00
$44,000.00
$30,000.00
$7,000 00
$4,200.00
$8,000 00
$1,000.00
$2,000.00
$135.00
$13,750 00 $75.00
$7,500.00
$3,850.00
$3,250.00
$600.00 I $2,500.00
$5,000.00
$2.000.00
$1,000.00
$2,450.00
$8,000,00
$1,500.00
$10,000.00
$16,800 00
$2,000.00
$5,000.00
$135,000.00
$44.000.00
$30,000.00
$7,000.00
$4,200.00
$8,000.00
$1,000.00
$4,000.00
$20,250.00
$17,000.00
$60,000.00
$3,000.00
I II
$416,150.00
$60.00
$30.00
$30.00
$9,375 00
$1,500.00
$2.100.00
$1,500.00
$2,500.00
$5,000.00 $5,000.00
$200.00 L $2,000.00
$1,200.00 $1,200.00
$50.00 $3,500 00
$16,500.00
$2,500.00
$10,000.00
$40.00
$5,000.00
$5,000.00
$110,000.00
$65,000.00
$50,000.00
$6,500.00
$5,200.00
$9,000.00
$3,000.00
$2,300.00
$30.00
__$15,000.00
$50,000.00
$10,000.00
$88.00
$97.00
$26 00
526.00
$1,150.00
$5,000.00
$92.00
$1,900.00
$39.00
$16,500.00 $29,600.00
$2,500 00 $28,800.00
$10.000.00 1 $10,000.00
$16,00000 $4600
$5,000.00 $2,600.00
$5,000.00 $5,000.00
$110,000.00
$65,000.00
$50,000.00
$6,500.00
$5,200.00
$9,000.00
$3,000.00
$4,600.00
$115,800.00
$18,500.00
$48,800.00
$15,300.00
$2,900.00
$15,300.00
$14.100 00
$2,630 00
GARY HARPER I R. L. ALIA COMPANY
CONSTRUCTION iNC
UNIT UNIT
PRICE COST PRICE
$11,000.00
$2,425.00
51,820 00
$1,300 00
$1,150.00
$5,000.00
$920.00
$1,900.00
II I II
$416,475.00 $451,505.00
$294,610.00 $380,900.00 $416,150.00 $416,475.00 $451,505.00
$90.00
$45 00
$20.00
$30.00
$2,000.00
$5,000.00
$130.00
$1,700.00
$2,730.00 $30.00
COST
$29,600.00 II $20,000.00 $20,000.00
$28,800 00 II $1,000.00 $1,000.00
$10,000.00 II $10,000.00 $10,000.00
$18,400.00 I $4200 $16,800.00
$2,600.00 I $1,600.00 $1,600.00
$5,000.00 II _$5,000 00 $5,000.00
_9115,800.00 II $219,000.00 $219,000.00
518,500 00 II $7,000.00 $7,000 00
$48,800 00 II $40,000.00 $40,000.00
$15,300 00 $10,000.00 $10,000,00
$2,900.00 I $10,000.00 $10,000.00
$15,30000 II 510,00000 $10,000.00 I
$14,100.00 $2,500.00 $2,50000
$5,260.00 $5,000.00 $10,000.00
$3,000.00 I
$5,000.00 I
$50,000.00 I
$10,000.00 I
$4,500.00 $26.00 $3,900.00 I $20.00
$15,000.00 $22,000.00 I $22,000.00 55.000.00
$50,000.00 $58,000.00 I $58,000.00 $50,000.00
$10,000.00 II $9,000.00 I $9,000.00 $10,000.00
II CONSTRUCT COMPANY LLC VLS CONSTRUCTION CO. II
UNIT
PRICE
$11 250.00 II $76.00
$1,125.00 II $38.00
$1 400.00 II $36.00
$1,500 00 II $37.00
$2,000.00
$5,000.00
$1,300.00
$1,700.00
$2,100 00
$458,275 00
$458,275.00
$2,000.00
$5,000.00
$335 00
$1,700.00
$30.00
$51,000.00
$5,000 00
$10,000.00
$38.00
$5,000.00
$5,000.00
$173,000.00
$69,000.00
$40,000 00
$10,000.00
$4,000.00
$25,000.00
55,000.00
$3,000 00
$21.00
$10,000.00
$51,000.00
$10,000.00
COST
$9,500.00
$950.00
$2,520.00
$1,850.00
$2,000.00
$5,000.00
$3,350.00
$1,700.00
$2,100.00
$51,000 00
$5,000.00
$10,000.00
$15,200 00
$5,000.00
$5,000.00
$173,000.00
$69,000 00
$40,000.00
$10,000.00
$4,000 00
$25,000.00
$5,000.00
$6,000 00
$3,150.00
$10,000.00
$51,000.00
$10,000.00
$526,320 00
1I
UNIT UNIT
PRICE I COST PRICE
$100.00 $12,500.00 I $78.00
$170.00 $4,250.00 I $70.00
530.00 $2,100 00 I $28.00
$20.00 $1,000 00 I $28.00
$5,000.00 $5,000.00 P $3,500.00
$40,000.00
$16,000.00
$10,000.00
$40.00
$1,600.00
$5,000.00
$130,000.00
$50,000 00
$45,000.00
512.000 00
$9,000.00
$15,000.00
$2,500.00
$3,300.00
$30.00
$18,000.00
$52,500.00
$62,000 00
$40,000.00
$16,000.00
$10.000.00
$16,000 00
$1,600.00
$5,000.00
$130,000 00
$50,000.00
$45.000.00
$12,000.00
$9,000.00
$15,000.00
$2,500 00
$6,600.00
$4,500.00
$18,000.00
$52,500 00
$62.000.00
$532,850.00
$526,320.00 $532,850.00
$5,000 00 $5,000.00 II $5,000.00
$350.00 $3,500.00 IIIIII $250.00
$1,700.00 $1,700.00 A $1,200.00
$30.00 $2,100.00 I $28.00
1
Bid Date: 08/12/2009
Bid Time: 11:00 am
Job No.
RFALM INC.
$60.000.00
53,500 00
$10,000.00
$42.00
$5,000.00
$5,000.00
$230,000.00
$40,000.00
$50.000.00
$3.500 00
$3,500.00
$15,000.00
$3,000 00
$7.500 00
$16 00
$12.500.00
$55.000 00
$3,000.00
08/13/2009
COST
$9,750.00
$1,750 00
$1,960.00
$1,400.00
S3,500.00
$5,000.00
$2,500 00
$1,200.00
$1_960.00 I
$60,000 00
$3,500.00
$10,000.00
$16,800 00
$5,000.00
$5.000.00
$230,000.00
$40.000.00
$50.000.00
$3.500.00
$3,500.00
$15.000.00
$3,000.00
$15.000.00
$2,400.00
$12.500.00
$55,000.00
$3.000.00
$562,220.00
$562,220 00
I