HomeMy WebLinkAboutCO 3 CITY OF RENTON
CHANGE ORDER # 3
JUN 0 7 2013
AIRPORT.Renton Municipal Airport DATE:5-28-13 RECEIVED
LOCATION:Renton,Washington GRANT#:.3-53-0055-023 CITY CLERK'S OFFICE
CONTRACTOR:ICON Materials
This change order was prepared in accordance with FAA Program Guidance Letter 12-03.A price
analysis was prepared and it is recommended that the FAA accept the analysis as evidence of
cost reasonableness.
You are requested to perform the following described work upon receipt of an approved copy of this
document or as directed by the Engineer:
Item# Description Unit Unit Quantity Amount
Price
Place Red-Dyed Controlled Density Fill
and Geotextile over exposed two 26-
Pair Communication Cables(Design
1 Directive#8) L.S. $4,888.94 1 $4,888.94
Subtotal $4,888.94
State Sales Tax(9.5%) $464.45
This Change Order Total $5,353.39
Previous Change Order Amount $43,453.73
Original Contract Amount $2.364.463.61
Revised Contract Total $2,413,207.73
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Recommended by: /� , Dates
Eng er, Reid Middleton, Inc.
Approved by: I Date: t
Owner,City 4Ma t
Accepted by: Date: 5^30—
Contractor, ICOIs
Acc epted by: Date: � 3
F eral Aviation Administration
llhleserver?1Vol2iDOC123Ap1101007 Renton TW 8 & Signage\'North Taxiway Const\Change Orders\CO
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CHANGE ORDER# 3
AIP PROJECT NO. 3-53-0055-023 -
AIRPORT Renton Municipal Airport LOCATION Renton, WA
JUSTIFICATION FOR CHANGE
This justification for change was prepared in accordance with FAA Program Guidance
Letter 12-03
1. Brief description of the proposed contract change(s)and locations(s).
This change order consists of the following:
Place Red-Dyed Controlled Density Fill and Geotextile Fabric for Separation over
two 26-pair communication cables that were exposed during excavation of material
for Bioswale#1.
Time Extension of 1 calendar day.
2. Reason(s)for the change(s) (Continue on reverse if necessary).
Place Red-Dyed Controlled Density Fill(CDF) and Geotextile Fabric for Separation
During excavation of material for Bioswale#1, two 26-pair communication cables
were discovered to be located at the same depth and the bottom of the new bioswale.
The Airport and Contractor shared concerns about future maintenance and clean-out
activities snagging and severing these cables. The Contractor's proposal includes
excavating a trench(1' deep x 3' wide x 140 LF) for placement of the cable,placing
geotextile fabric for separation over the cable, and.backfilling the trench with red-
dyed CDF. The red-dyed CDF will serve as a visual warning to future excavation and
maintenance crews and the geotextile fabric will serve as a redundant warning to
future excavation and maintenance crews.
1 calendar day time extension to complete the added work.
3. Justifications for unit prices or total cost:
Justification was prepared in accordance with FAA program guidance letter 12-03.
4.. The sponsor's share of this cost is available from: Port Funds
5. If this is a supplemental agreement involving more than$2,000, is the cost estimate
based on the latest wage rate decision?. Yes No NA X
6. Has consent of surety been obtained? Yes Not Necessary X
7. Will this change affect the insurance coverage? Yes No X
8. If yes, will the policies be extended? Yes No X
9. Has this Change Order been discussed with FAA Officials?
Yes X No When 05/23/13 With Whom Peter Doyle
1lfileserverlIVo l21DOC123Rp1101007 Renton 7W 8 & Signage\'North Taxiway Const\Change Orders\CO
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DESIGN DIRECTIVE
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1 DD Number: 8
Owner: Renton Municipal_Airport Contract No. 3-53-0055,23. ._
Contractor: ICON Materials:
Engineer: .'Reid Middleton,Inc... _ Engineer's File No.:.. .232010.007.003
Project: Taxiway.$System Rehabilitation-North Portion Reconstruction&Airfield-ftnagc Modifications
DIRECTIVE - I
Specification Section: Para.: Drawing Ref: See below Detail
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Sheet C3.3—Detail 3;Partial Plan for Bioswale#1
Excavation of Bioswale#1 has revealed the presence of two existing telecommunication cables between vicinity Station 37+18
and vicinity Station 38+18. Final grading of the bioswale will locate the cables in the bedding material lining the bottom of the
bioswale. To protect the cables,encase the cables in Controlled Density Fill dyed red in color.
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Signed by: M.iC% C{1 r%I?.GQiYL Date: 22/May/2013
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j CONTRACTOR RESPONSE(Select one)
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❑ Design Directive Acknowledged. No contract price or time modifications necessary:
L;K Change Order with Contract Price or Time Adjustment Anticipated
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Response from: ehak&6 Date;Ketuen d: . /22/13
ANTICIPATED CHANGE ORDER JUSTIFICATION: (complete if change order box is checked)
Attached please review ICON'S Cost Proposal #902 Dated 5/22/13. ICON is Also request ng
1 day additional time to Phase 1 to perform this work:
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NOTE ..
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The Contractor shall proceed with implementing this change as part of the contract work. If the Contractor feels this design
directive warrants a cost and/or time revision,the Contractor shall prepare and submit a change order request with pricing and/or
time considerations to the Engineer for review and comment prior to executing the work.
❑Attachments
cc: Owner
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1111MRIMMIll . ,
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+ Y = ICON Materials
1508 Valentine Ave.SE
.%i(Xt
Pacific WA 98047
(206) 575-3700 0 Fax (206) X75-031.9
MIVIV iconmaterials.coln Quok
SsrtOCuu++ECnrt•arvc;ckvnxutci '
Cost Detail with Categories
Project Name: Taxiway B'System Rehabilitation Customer: City Of Renton
3ob Number: 512309 Billing Address: 3555 NE 2ND STREET
Bid As: PRIME Renton,WA 98056
Estimator:. David Gent Phone: 425-430-7400
Project Address: Renton Municipal Airport,Renton,WA. Contact:
Completion Date-..
Unit Total
7! Description Quantity UM Direct Cost Direct Cost Unit Price. Total Price. MU%
UR 902 Design Directive#8 Cable 1;00 LS. $3,960.98 $3,960.98 $4,888.94 4,888.94 -23.43%
Relocation And Encasement In
Bioswale#1
Labor Equipment Material Subcontracted, Truckinci Miscellaneous pig
Unit: $1,201.98 $520.00 $2,239.00 $0.00 $0.00 $0:00 $0.00
Total: $1,201.98 $520.00 $2,239.00 $0.00 $0.00 $0.00 $0.00
j CEC-5/2212013 4:08 PM:Force Account Allowable Markup as follows:
Labor @29%=,$348.57
Equipment @21% =$109.20
Materials @ 21%=$470.19
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Total Allowable Markup$927.9.6
Misc.Construction 1.00 LS $3,960.98 $3;960.98 JobCostiD:
Labor EEguiomen Material Subcontracted Truckino Miscellaneous PIU9
Unit: $,1;201:98 $520.00 $2,239.00 $0.00 $0.00
$0.00 $0,00.
Total: $1,201.98 $5.20.00, $2,239.00 $0.00 $0.00 $0.00
'.$0:00
Exc Cat 320. 1.00 LS $1,721.98
(1,00 LSJ.DY, 1.00 DY) $1,721.98
CAT 320CL Excavator.(21M' 8.00 HR $65:00 $520.00
Ton),
Excavator(M)50-75K 8.00 HR Su iM N�A`f!�✓h/
$56.43 $451.43
Q, Grade Checker[2] 8.00 HR $46.91 $750.56
Controlled.Density Fill(CDF) 25..00 CY $87.25
$2;181.25
With Red Pigment
Geotextile For Separation�_ 77.00 SY $0.75 $57.75.
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.5!2212013 4:11:47 PM Page 1 of 2
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RPM a e .
Percent of Percent of
Amount Direct Cost Amount Indirect Cost
Labor: $1,201.98 30.35% Labor: $0:00` 0:00%
Equipment Owned: $520.00 13.13% Equipment Owned: $0:00 0:00%0
Equipment Rented: $0.00 0.00% Equipment Rented: $0:00 O;OOp/o.
Materials Owned: $0.00 0.00% Materials Owned: $0:00 0:00%
Materials Purchased: $2,239:00 56.53% Materials Purchased: $0:00 0:006/0
Subcontracted: $0.00 0.00% Subcontracted: -$-0,00
0.00%
Trucking Owned: $0.00 0.000/0 Trucking Owned: $0:00" 0.00%
Trucking Hired: $0.00 0.00% Trucking Hired: $A:0a 6. 0 0
Miscellaneous: $0.00 0.00% Miscellaneous: $0:00- 0.00%
Plug: $0.00 0.00% Plug: $0:00 0.00%
Direct.Cost: $3,960:98 Indirect Cost: $0;00
Percent of
Amount Bid Price
i Total Direct Cost: $3,960.98 81.02%
Total DC Adds/Cuts $0.00 0.00%
Total Indirect Cost: $0.00 0.00%0
Total Bond: $0,00 0.00%
Total Overall Cost: $3,960.98 81.02%
Total Overhead: $0.00 0.00%
Total Profit: $927.96 .18.98%
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Total Margin: $927.96 18.98%
Total Bid Price: $4,888.94
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5/22/2013 4:11:47 PM Taxiway 8 System Rehabilitation Page 2 of 2.
STONEWAY CONCRETE COMPANY fkursOfOmahon SaturdW opiningrfrom
9216 8TH A VE S Mon-Fri 600 am to 4:30pm OaFeb subjed to minimum
Sat 7.00 am to 3:30 pm busnemlevelof200cy& I
SEATTLE, TVA 98108
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Stonewig Concrete Sales Quotation
Account Manager Quote 1D: ICOBoeingApronBReactivation
Mike Weeks ICON MATERIALS
Company Account Number 422401 Project Manaser Project.Name.
ICON MATERIALS Chuck Coffey Boeing Apron B Reactivation j
Billing Address: Project Address: Bid Date.
AITN': ACCOUNTS PAYABLE Re ton Munici—al rt !
PO BOX 3366 PD Number Job Number Effective Date:
SPOKANE #Na 99220-33 None None
Office Phone: Ofrce Fax: Office Celli: Project Piz on e: Project Far: Expiration Date: i
i 20 575-3200 (253)2614443 08/31/2013
Payment: Net 30 Da vs Est Yardage 1,000.00 Escalator Date: 09101/2013 Escalator: 3.50% Map Zone. 656 B 1
Environmental Compliance Surcharge $4.50 CY
Pump Washout Service (includes r isposal of cement slurry) S175.00 EA
Order Cancellation Fee (Per Truck) $2.75 EA
EA
$125A0'
60 Degree Concrete (Winter season only:Nov 1st through Mar 31st)
Fuel Surcharge (Price subject to change) $2.00 CY CY
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1004 "5Qf?Sf`STOtEFLOWCDF
.. . Tailgate CDF Mix;
MAKV7�11.
20006 HOT WATER 100%Hot Water Is$5.50 per CY $5.50 CY
20019 ADVA Superpiasticizer at$0.45 per ounce $0.45 Oz
20051 DARASET Non-Chloride 1%=$1.35 per CWT Cemsntitlous Mat $1,35 %
3000P2 2 CY GROUT PUMP PRIME 2 Cubic yards of grout to prime pump $295,00 EA
ZURP
1•
Driver Overtime $80.00 per hour for the first 1-1/2 hours,$100.00 to 8:00 PM.
Plant Overtime $250.00 per hour for the first 1-1/2 hours,$280.00 to 8:00 PM.
Standby Charges---Standby negotiated
Short Load ChrgS Non conforming short haul charges.Minimum load size is 4 CY's.
Saturday Mates
y $20.00 added per cubic yard.
,
Stoneway Concrete is responsible for plastic performance properties(i.e.slump,air content,concrete temp,etc.)at the back of the truck chute only. !
All pricing is good during Stoneway Concrete's operating hours,non-holiday Monday thru Friday,6:OOAM-4:30PM.
The fuel surcharge is based on current diesel prices and is subject to change with notice.
Stoneway Concrete believes there may be a few days in the heat of summer where 80 degree concrete will occur during the day.Early morning pours
may be required to meet the max allowable concrete temp spec.
,s Red Dye#413030 @ 3 Lbs ICYVis$15.95!CY.in addition to mix price when ordered with mix 1004.'-
Red Dye#413020 @ 3 Lbs/CY is$16.971 CY in addition to mix price when ordered with mix 1121.
0512212013 31.08 PM 961- -
Page 1 of 2
ACCOUNTING 9125-10TH AVENUE SOUTH 'SEATTLE,WA 98108 (206)762-2566.FAX(206)762-2358
Update SALES 9216 8TH AVE S'SEATTLE,WA 98108'(425)226.1000'FAX(425)228-4924
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Renton Airport
Change Order Cost Analysis/Backup for Taxiway B System Rehabilitation-North Portion
Reconstruction and Airfield Signage Modifications
Change Order#2
This cost analysis is prepared in compliance with Program Guidance Letter 12-03. Comparative costs .
have been taken from bid prices for other projects,from construction cost guides and from quotes from
suppliers. The quantities to complete each of the activities listed below are small in comparison to the
quantities for a typical project,therefore unit prices for the items listed will be higher than expected for
a large quantity.
1) Place Red-Dyed Controlled Density Fill and Geotextile Fabric for Separation over two 26-pair
communication cables that were exposed during excavation of material for Bioswale#1 (See
Appendix A for cost analysis backup)
This activity consists of the following tasks.
• Trench excavation for the existing cable
Excavation of a trench to place the two cables. Trench dimensions are approximately 1 foot deep by 3
feet wide by 140 L.F. long for a quantity of approximately 25 Cubic Yards(CY). The contractor's price for
this item consists of equipment and labor to excavate and dispose of the excavated material. The
contractor's unit price for this work is$68.88 per CY($1,721.98/25 CY). Unit prices from the WSDOT
Unit Bid Analysis web site (Northwest Region)for a relatively small quantity of approximately 25 CY of
Structure Excavation Class B Including Haul lists unit prices ranging from$21.50 to $100.00 per CY.
For the estimated quantity of 25 CY,the cost of equipment and labor for trench excavation can be
expected to range from$537 to$2,500.
• Geotextile for Separation
The geotextile for separation is placed above the two cables and lines the trench that the cables are
placed in. Trench dimensions are approximately 1 foot deep by 3 feet wide by 140 LF long for a quantity
of approximately 77 Square Yards. The contractor's unit price for this item is$0.75 per SY. Unit prices
from the WSDOT Unit Bid Analysis web site (Northwest Region)for a relatively small quantity of
approximately 77 SY lists unit prices ranging from $2.00 to$6.50 per SY.
For the estimated total quantity of 77 CY,the cost for geotextile for separation can be expected to range
from$154 to$500.
• Red-Dyed Controlled Density Fill (CDF)
The red-dyed CDF is placed above the geotextile for separation as backfill material for the trench. For
the trench dimensions listed above,the quantity of CDF is approximately 25 Cubic Yards. The
contractor's unit price for this item is$87.25 per CY. Unit prices from the WSDOT Unit Bid Analysis web
site (Northwest Region)for a quantity of approximately 25 CY lists unit prices ranging from $95.00 to
$140.00 per CY.
For the estimated quantity of 25 CY,the cost of CDF can be expected to range from $2,375 to$3,500.
Based on these line items,the rounded cost to place Red-Dyed CDF and Geotextile Fabric for Separation
can be anticipated to range from $3,100 to$6,500.
Red-Dyed CDF change order price from ICON Materials $4,888.94
Conclusion: The requested change order amount is near the mid-point of the cost estimate range and is
fair and reasonable.
H:doc/23ap/10/007 Renton TW B&signage/'North Taxiway Constr/Change Orders/Renton CO#2 Cost Justification.doc.mjc
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APPENDIX A
Unit Bid Analysis-Standard Items Report Page 11 of 93
7004 L.S. TYPE C PROGRESS 12AO17 008457 3/25/2013 10,000.00 $10,000.00 $10,000.00 $10,000.00
SCHEDULE
NWR
STRUCTURE
7005 C.Y. EXCAVATION CLASS 12AO01 008423 2/4/2013 2,000.00 $5.50 $5.90 $22.00
B
NWR AVERAGE LOW BID is $5.50
State AVERAGE LOW BID.is $20.62
STRUCTURE
7006 C.Y. EXCAVATION CLASS 09AO10 007786 6/15/2009 4,850.00 $8.00 $13.00 $20.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 08A034 007843 10/19/2009 4.00 $500.00 $300.00 $130.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 09A023 007856 11/16/2009 51.00 $8.00 $25.88 $40.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 09AO18 007859 11/23/2009 2,973_.00 $5.00 $5.00 $5.09
B INCL. HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS . 09AO27 007870 12/14/2009 9,158.00 $35.00 $12.00 $16.00
B INCL.HA
Standard
Item Unit of Job Contract Planned Second
Number Measure Item Description Number Number AD Date Quantity Low Bid Bid Third Bid
STRUCTURE
,7006 C.Y. EXCAVATION CLASS 09AO21 007874 12/21/2009 1,782.00 $8.00 $9.30 $5:00
B INCL. HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 09AO25 007875 12/21/2009 1,770.00 $5.00 $10.15 $21.82
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 09AO24 00791.1 3/1/2010 1,433.00 $9.00 $8.53 $5.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA007 007916 3/8/2010 4,200.00 $12.00 $7.83 $12.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 09AO32 007917 3/8/2010 851.00 $4.00 $33.15 $20.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 09AO09 007920 311512010 18,405.00 $4.00 $6.40 $10.40
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 09A802 007936 4/12/2010 18,952.00 $3.00 $8.00 $3.25
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA010 007938 4112/2010 17,894.00 $4.00 $11.00 $2.74
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA018 007941 4/12/2010 ,960.00 $9.00 $14.00 $15.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS _ 09A030 007945 4/26/2010 30,031.00 $7.00 $10.00 $10.80
B INCL. HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 10A008 007948 4/26/2010 1,210.00 $1.00 $8.50 $8.50
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA022 007949 5/10/2010 8.00 '$50.00 $23.00 $100.00
B INCL.HA
STRUCTURE
http://www.wsdot.wa.gov/biz/contaa/uba/sreport.cfm 5/25/2013
Unit Bid Analysis-Standard Items Report Page 12 of 93
7006 C.Y. EXCAVATION CLASS. 1OA020 007951 5/10/2010 320.00 $49.60 $20.00 $10.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1'OA001 007962 5/24/2010 944.00 $8.90 $7.00 $11.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA031 . 007968 6/14/2010 8.00 $21.50 $70.00 $100.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA021 008012 9/13/2010 202.00 $4.00 $10.00 $24.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA029 008052 11/22/2010 66.00 $65.00 $25.00 $85.00
B INCL. HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA017 008053 11/22/2010 4,213.00 $13.00 $17.50 $10.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA045 008060 11/29/2011 109.00 $14.00 $10.00 $10.00 .
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA047 008077 1/3/2011 2,241.00 $2.00 $3.00 $3.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION.CLASS 1OA048 008086 1/31/2011 2,043.00 $9.37 $7.00 $9.30
B INCL.HA
STRUCTURE.
7006• C.Y. EXCAVATION CLASS 1OA033 008089 2/7/2011 2,612.00 $4.40 $15.00 $10.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA063 008099 2/22/2011 133.00 $11.00 . $15.00 $11.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA014 008101 . 2/22/2011 984.00 $9.00 $4.00 $16.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA035 008103 2/2812011 196.00 $9.00 $0.00 $0.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 10A034 008128 4/4/2011 40,266.00 $6.00 $9.00 $8.60
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA046 008140 4/18/2011 16,393.00 $1.00 $7.20 WOO
B INCL.HA .
STRUCTURE
7006 C.Y. EXCAVATION CLASS 11AO03 008141 4/18/2011 540.00 $8.00 $7.00 $15.30
B INCL. HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 1OA042 008222 10/3/2011 4,790.00 $9.00 $10.50 $2.95
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS l lAO08 008236 12/12/2011 9.00 $1.00 $100.00 $70.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 11A023 008260 3/5/2012 30.00 $45.00 $35.00 $100.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS 11AO15 008286 4/2/2012 16,807.00 $10.00 $8.50 $2.00
B INCL.HA
STRUCTURE
7006 C.Y. EXCAVATION CLASS, 11AO04 008290 4/9/2012 4,716.00 $10.00 $6.25 $6.50
B INCL. HA
Standard
Item Unit of Job Contract Planned Second
Number Measure.Item Description Number Number AD Date Quantity Low Bid Bid Third Bid
http://www.wsdot.wa.gov/biz/contaa/uba/sreport.cfrn 5/25/2013
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Unit Bid Analysis-Standard Items Report Page 17 of 93
7014 C.Y. FOR DRAIN 1lAO15 008286 4/2/2012 312.00 $30.00 $40.00 $30.00
7014 C.Y. GRAVEL BACKFILL 11A004 008290 4/9/2012 182.00 $27.00 $38.00 $40.00
FOR DRAIN
7014 C.Y. GRAVEL BACKFILL 11AO20 008363 7/30/2012 177.00 $33.00 $40.00 $40.00
FOR DRAIN
7014 C.Y. GRAVEL BACKFILL 11AO09 008379 10/1/2012 24.00 $25.00 $28.00 $50.00
FOR DRAIN
7014 C.Y. GRAVEL BACKFILL 12AO15 008416 1/22/2013 1.00 $100.00 $0.00 $0.00
FOR DRAIN
7014 C.Y. GRAVEL BACKFILL 12AO23 008436 2/2512013 14.20 $18.00. $125.00 $25.00
FOR DRAIN
NWR AVERAGE LOW BID is $29.52
State AVERAGE LOW BID is $30.34
7015 C.Y. CONTROLLED 09AO21 007874 12/21/2009 7.50 $120.00 $95.00 $140.00
DENSITY FILL
7015 C.Y. CONTROLLED 09A802 007936 4/12/2010 156.00 $100.00 $100.00 $120.00
DENSITY FILL
7015 C.Y. CONTROLLED 10A017 008053 11/22/2010 581.00 $85.00 $85.50 $105.00
DENSITY FILL
7015 C.Y. CONTROLLED 1OA034 008128 4/4/2011 47.00 $130.00 $125.00 $95.00
DENSITY FILL
7015 C.Y. CONTROLLED 1OA046 008140 4118/2011 256.00 $111.00 $95.00 $90.00
DENSITY FILL
7015 C.Y. DENTINSITY Y FILL 12A011 008371 8/27/2012 69.00 $52.00 $115.00 $70.00
DEILL
7015 C.Y. CONTROLLED 1.1A009 008379 10/1/2012 125.00 $105.00 $110.00 $95.00
DENSITY FILL
7015 C.Y. CONTROLLED 12AO22 008403 12/17/2012 76.00 $105.00 $100.00 $82.00
DENSITY FILL
NWR AVERAGE LOW BID is $94.96
State AVERAGE LOW BID is $108.60
GRAVEL BACKFILL
7017 C.Y. FOR PIPE ZONE 09A030 007945 4/26/2010 4.00 $21.00 $22.00 $26.00
BEDDING
NWR AVERAGE LOW BID is $21.00
State AVERAGE LOW BID is $14.17
7018 MGAL WATER 09A802 007936 4/12/2010 2,000.00 $24.00 $35.00 $30.00
7018 MGAL WATER 09AO30 007945 4/26/2010 850.00 $35.00 $26.00 $23.00
7018 MGAL WATER 1OA040 008065 12/6/2010 475.00 $16.00 $25.00 $15.00
7018 MGAL WATER 1OA034 008128 4/4/2011 935.00 $35.00 $65.00 $45.00
7018 MGAL WATER 1OA046 008140 4/18/2011 4,500.00 $25.24 $5.00 $12.00
7018 MGAL WATER 11A003 008141 4/18/2011 36.00 $32.00 $100.00 $21._90
NWR AVERAGE LOW BID is $26.47
State AVERAGE LOW BID is $1.27
Standard
Item Unit of Job Contract Planned Second
Number Measure Item Description Number Number AD Date Quantity Low Bid Bid Third Bid
7024 C.Y. CONC.CLASS 3000 1OA008 007948 4/26/2010 4.00 $85.00 $150.00 $250.00
NWR AVERAGE LOW BID is $85.00
State AVERAGE LOW BID is $300.70
7027 C.Y. COMMERCIAL 09A021 007874 12/21/2009 0.30 $2,000.00 $410.00 $800.00
CONCRETE
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' 'Onit Bid Analysis-Standard Items Report Page 45 of 93
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SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 1OA013 007940 4/12/2010 130.00 $4.00 $4.00 $6.50
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 09A030 007945 4/26/2010 9.00 $3.00 $16.00 $13.00
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 1OA001 007962 5/24/2010 2,700.00 $3.00 $1.25 $1.00
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 10A048 008086 1/31/2011 2,100.00 $1.88 $1.40 $1.90
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 10A033 008089 2/7/2011 340.00 $3.00 $1.56 $2.50
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 10A046 008140 4/18/2011 169.00 $2.00 $3.80 $3.00
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 1OA042 008222 10/3/2011 2,480.00 $1.30 $2.10 $2.00
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 12AO03 008271 3/19/2012 1,170.00 $2.00 $1.60 $0.00
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 12AO04 008288 4/9/2012 420.00 $1.00 $4.46 $1.50
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 11A004 008290 4/9/2012 2,290.00 $2.00 $2.25 $2.50
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 11A020 008363 7/30/2012 610.00 $3.00 $2.00 $2.00
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 12AO01 008423 2/4/2013 14,300.00 $1.00 $0.85 $1.10
SEPARATIO
CONSTRUCTION
7530 S.Y. GEOTEXTILE FOR 12AO23 008436 2/25/2013 95.00- $5.00 $5.00 $2.00
SEPARATIO
NWR AVERAGE LOW BID is $1.39
State AVERAGE LOW BID is $1.42
CONSTRUCTION
7535 S.Y. GEOTEXTILE FOR 09AO18 007859 11/23/2009445.00 $1.50 $1.00 $1.59
DITCH LIN
CONSTRUCTION
7535 S.Y. GEOTEXTILE FOR 09AO24 007911 3/1/2010 115.00 $4.00 $1.65 $2.00
DITCH LIN
CONSTRUCTION
7535 S.Y. GEOTEXTILE FOR 1OA008 007948 4/26/2010 80.00 $4.50 $4.25 $4.25
DITCH LIN
NWR AVERAGE LOW BID is $2.32
Standard
Item Unit of Job Contract Planned Second
Number Measure Item Description Number Number AD Date Quantity Low Bid Bid Third Bid
State AVERAGE LOW BID is $1.49
CONSTRUCTION
7550 S.Y. GEOTEXTILE FOR 09AO10 007786 6/15/2009 2,670.00 $2.00 $3.00 $1.00
UNDERGROU
7550 S.Y. CONSTRUCTION 09AO18 007859 11/23/2009 231.00 $1.50 $3.00 $1.02
GEOTEXTILE FOR
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