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CHANGE ORDER # 1 AIRPORT Renton Municipal Airport DATE:5-28-13 LOCATION:Renton,Washington GRANT#:3-53-0055-023 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 Price Quantity . Amount Install two 4"Conduit for Power from HH-UTIL to HH-U (DD#6, 1 . Items G1 and G3) L.S. $11,204:21 1 $11,204.21 Excavation and Relocation of Electrical Vault in Landscape Area 2 (DD#6, Item G8) L.S. $12,427.66 1 $12,427.66 New Conduit and Feeder to Existing 3 Hangar(DD#6, Item G6) L.S. $11,364.83 1 $11,364.83 Delete 500 MCM Cable between PSE Transformer Vault and PSE 4 Electrical Vault(DD#6, Item G4) L.S. ($8,075.70) 1 ($8,075.70) 5 HMA Trenchline Patch L.S. $1,217.14 1 $1,217.14 22 Calendar.Day Time Extension 6 for Generator Work item only $0.0.0 Subtotal $28,138.14 Profit $4,493.07 Subtotal $32,631.21 State Sales Tax(9.5%) $3,099.96 This Change Order Total $35,731.17 Previous Change Order Amount $0 Original Contract Amount $2,364,463.61 Revised Contract Total $2,400,194.78 Recommended by.- i Date: ngineer, Reid Middleton, Inc. Approved by: �_� � - /1 e '-- Date: Owner,City of Renton 116/eserverilVo,121DOC123Apt?01007 Renton 7W 8 & SignageMorth Taxiway Const\Change Orders\CO lx.docx 11 Accepted by J Date: �� 1 Contractor, ICON Mate Accepted by. Date: � 2� 'Federal Aviation Administration CHANGE ORDER# 1 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: a. Install two 4"Conduit for Power from HH-UTIL to HH-U(DD#6, Items G and 63) b. Excavation and Relocation of Electrical Vault in Landscape Area(DD 46, Item G8) C. New Conduit and Feeder to Existing Hangar(DD#6, Item G6) d. Delete 500 MCM Cable between PSE Transformer and PSE Electrical Vault (DD#6, Item G8) e. HMA Trenchline Patch (DD#6, Item G3) f. 45 Calendar Day Time Extension / 2. Reason(s) for the change(s)(Continue on reverse if necessary). a. Install two 4" Conduits for Power from HH-UTIL to HH-U The.viability of pulling in the new utility.feeder wires between HH-UTIL and HH-U(see DD#6, Item GI)was brought into question by the discovery of thin wall, damaged conduits in the trench. The two existing 3-inch ducts that were planned for re-use have not been exposed in the existing trench. The exposed portion of the existing ducts in the Base Building Electrical Room are steel, and are not indicative of the condition of the underground ducts. The termination of the existing ducts at HH-UTIL has not been exposed due to an over-abundance of dirt in HH-UTIL and the condition of damaged existing. cables, damaged splice blocks, and exposed energized components in HH- UTIL. The planned sequence of work is to install the new generator ductbank around the existing two 3-inch utility ducts; backfill the trench, a pull out the existing cable and wire and pull in replacement with cable and wires. If it is found during replacement that the existing ducts are unusable, installation of new replacement ducts will be expensive and result in an additional power outage. Installation of new replacement ducts for the two existing 3"ducts while the trench is open will eliminate the risk associated with the planned re- use of the existing ducts. Upsizing the new ducts from 3-inch to 4-inch allows for a future capacity upgrade. 11fi leserver11Vol2!DOC123Ap110'i007 Renton rw s a signageMorth Taxiway Const\Change Orders\CO lx.docx b. Excavation and Relocation of Electrical Vault in Landscape Area Unclear utility locations from inaccurate record drawings resulted in substantial pot-holing activity by the Contractor in the landscape area adjacent to the Airport Lighting Vault to determine all existing underground utilities. This was an unexpected condition. This included locating the route of an existing fiber optic duct that runs through the planned installation site of new hand-hole HH-G. HH-G was're-located to avoid the fiber optic duct, and the routing of the new duct back was revised to match the new hand-hole location. C. New Conduit and Feeder to Existing Hangar Existing hand-hole HH-UTIL was found to have an unexpected tap supplying power to Hangar Building 622 adjacent to the Airport Office. The duct for the hangar cable is damaged with portions of exposed cable. This duct and cable were removed and a new 2-inch duct with wire installed from HH-UTIL to the existing meter at the hangar. d. Delete 500 MCM Cable between PSE Transformer Vault and PSE Electrical Vault PSE is the owner of the two vaults and conduit and cable between these vaults. Therefore, installation of three lengths of new 500 MCM copper cable(each length approximately 196 LF)between the existing PSE Transformer Vault and the existing PSE Electrical Vault(HH-UTIL) is deleted from the project. PSE will contract'with their contractor for replacement of the existing cable. e. MIA Trenchline Patch The addition of the two 4-inch conduits noted in(a) above results in an increase in the trench width of approximately 15-inches. This results in an increase in the quantity of crushed rock for trench backfill and HMA to patch the trench to match the existing paved surface. f. 22 Calendar Day Time Extension for Generator Work item only The work listed above results in the need for a contract time extension to perform the work. Additionally, Item(a) listed above requires coordination with Puget Sound Energy(PSE). PSE is responsible for performing required power outages that allows the Contractor to complete the appropriate power service connections. The present work load of PSE crews is significant, resulting in the need for the Contractor to request a time extension. 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: City 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 05/02/13 With Whom Peter Doyle llfi leserverllVo121DOC123Apt104007 Renton TW 8 & &gnage\'North Taxiway Const\Change Orders\CO I X.docx DESIGN DIRECTIVE DD Number: 6 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 B System Rehabilitation-North Portion Reconstruction&Airfield Signage Modifications DI"CTIVE I Specification Section: Para.: Drawing Ref: See below Detail: i t NUMEROUS ELECTRICAL MATTERS E j GI) See attached Sheet E3.6;Revise the leader lines depicting installation of new cable into an existing 3"conduit between HH- UTIL and HH-U. The two existing 3" conduits from HH-UTIL to the Base Building Electrical Room shall be intercepted and rerouted to HH-U. See related G3 below. G2) For the existing City 8" concrete water pipe crossing through the trench between HH-UTIL and HH-U,provide minimum clearance of 24"in accordance with NEC Table 300.5. Route new conduit under the existing water pipe. Encasing the existing water pipe in the concrete being placed to encase the new conduit is not allowed as this will interfere with future maintenance needs. See related G3 and G6 below. j G3) Provide two new 4"conduits in the excavated trench between HH-UTIL and HH-U for installation of the new cable. This Ireplaces the previous design to install the new cable into existing 3"conduits. Adjust trench dimensions as necessary to maintain proper clearances of conduit. See related G2 and G5. G4) See attached Sheets E3.6,E5.2,and E5.3;Delete installation of cable between HH-UTIL and the existing utility transformer vault 196 feet south of HH-UTIL. Providing new copper feeders from HH-UTIL to HH-U per the original design still applies. Note: It has been confirmed that existing utility vault HH-UTIL is owned by the Utility. Take no action to replace this vault unless approved by the Utility. Facilitate coordination between the Utility and the Airport to resolve. G5) HH-UTIL has damage to the existing cables,splice blocks,and has,exposed energized components. The splice block is the responsibility of the Utility. Coordinate with the Utility and Airport staff to schedule a power outage to resolve the unsafety condition before proceeding with any work in this vault. It is anticipated that this power outage will be separate than the planned outage described in the plans. The Airport requires a minimum of 24-hours advance notice of this additional outage. The Air Traffic Control Tower does not operate between 8:00 PM.and 8:00 AM, therefore an overnight outage is preferred but is not required. This will minimize power outage impacts to the tower. G6) Provide one new 2"conduit in the new ductbank from HH-UTIL to a suitable location.to cut over the existing hangar power feed. Provide replacement feeder consisting of three 3/0 minimum, copper wire HH-UTIL to the existing hangar meter. Coordinate with the Utility and Airport staff. Cutover from existing feeder to new feeder shall be performed concurrent with s other planned work during planned utility outage. Airport staff shall maker notification to hangar occupants for planned outage. G7) Utility clearance clarification; The ductbank between HH-UTIL and H U is understood to be customer equipment and subject only to the NEC, not Utility requirements.Treat conduit with V*d as electric duct of similar voltage needing 2" clearance. It may not be feasible to achieve the 12" clearance depicted on Sheet E4.0 between the planned ductbank and the existing water pipe noted in G2 above. Field fit for best clearance achievable. G8) As a result of damage to the existing fiber duct system,modify the designed HH-G installation to avoid the existing fiber duct and modify the affected new duct routing to match. Si ed b Date: v� .�_ - — ---- .--......... _ C k, l on..0 N AC .............................. C. ....-T--R- --T-.-O-.—R RESPONSE--- (Se —E -- -(Select---i- ------e) ❑ Design Directive Acknowledged. No contract price or time modifications necessary. ❑ Change Order with Contract Price or Time Adjustment Anticipated Response from: Date Returned: ............................ ............ ............. ANTICIPATED CHANGE ORDER JUSTIFICATION: (complete if change order box is checked) NOTE 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 I-Mr,I m I1 M,I or F =- ICON l ater i b = °1549 V atentiue Ave.SE Mill 'Pacific WA 98047 iwt (206) 5 5-3200 0 Fax (206 575-031 Qliote .. wicvnmaerials.com Sell Oe.3�tA4c,-YfiYIGCSiflW.L1�Gp5 Cost Detail with Categories Project Name: Taxiway B System Rehabilitation Customer: City Of Renton Job 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 . Quantity UM Direct Cost Direct Cost Unit Price Total Price MU% k At Generator 1.00 LS $28,138.14 $28,138.14 $32,631.21 $32,631.21 15.97% y (Bid Item#27) Labor Equipment Material. Subcontracted Trucking Miscellaneous Pluy Unit: $473.39 $188.00 . $180.75 $26,921.00 $375.00 $0.00 $0.00 Total: $473.39 $188.00 $180.75 $26,921.00 $375.00 $0.00 $0.00 CEC-4/16/2013 2:41 PM:ICON Markup on self performed work-labor 29%=$137.28,Materials 21%=$37.96,Equipt.21%=$118.23 Total Markup on self performed work$293.47 ICON Markup on Subcontracted work 12%=$4,199.60 Total Allowable Markup$4,493.07 Q HMA Trenchline Patch 3.00 TON $405.71 $1,217.14 JobCostID: 50.500 Labor ui men Material Subcontr acted c ing Miscellaneous plug Unit: $157.80 $62.67 $60.25 $0.00 $125.00 $0.01) $0.00 Total: $473.39 $188.00 $180.75 $0.00 $375.00 $0.00 $0.00 Paving-Street Crew 2 Rollers 3.00 TON $220.46 ?$661.390 (7 People) (1.50 TON/PH,0.25 DY) 1 Tn Flatbed 2.00 HR $17.00 34.00 f'? Tack Pot 2.00 HR $12.00 $24.00 Water Trailer 2.00 HR $12.00 $24.00 ,3 �� Plate Compactor 2.00 HR $8.00 $16.00 g Operator Foreman 2.13 HR $60.59 $128.76 C f_?.A91 Roller Pave(Finish)[2] 2.13 HR $57.10 $242.69 v -3-3,,-775- > AC Raker 2.13 HR $47.98 $101.95 1 �) CAT CB 224E 3-5 Tn DD 2.00 HR $45.00 $90.00 Roller 5/3/2013 11:17:37 AM i L� y C ly �� Page l of 3 Unit Total Description Quantity UM Direct Cost Direct Cost Unit Price Total Price MU% (Item 900-Add 6VorkAtGeneratorSystem Instal!(Bid Item#27)continued) Trucking-Solo(1.00 DY,1.50 3.00 TON $125.00 ;$375.00 Trucks,1.50 TON/HR) ACP CI.B-Auburn 3.00 TON $49.00 $147.00 Q j . CSTC(5/8")Crushed- Auburn 5.00 TON $6.75 X33.750 0S Colvico Change Prop.#1 Power 1,00 LS $11,204.21 `$11,204.21 JobCo5tID: 50.460 HH-util To HH-u 0s, Colvico Change Prop.#2 Excv.& 1,00 LS $12,427.66 $12,427.66 JobCostID: 50.460 Reloc.Of Vault Area f Colvico Change Prop.#3 New 1.00 LS $11,364.83 $11,364.83 JobCostID: 50.460 Conduit Feeder To Ex5t.Hangar ' O Colvico Change Prop.#5 Credit 1.00 LS ($8,075.70) ($8,075.70) JobCostID: 50.460 For 500MCM Cable At Vault I 5/3/2013 11:17:37 AM Taxiway B System Rehabilitation Page 2 of 3 Percent of Percent of Amount Direct Cost Amount Indirect Cost Labor: $473.39 1.68% 7 Labor: $0.00 0.00% EquipmentOwned: $188.00 0.67% Equipment Owned: $0.00 0.00% Equipment Rented: $0.00 0.00% Equipment Rented: $0.00 0.00% Materials Owned: $147.00 0.52% Materials Owned: $0.00 0.00% Materials Purchased: $33.75 0.12% Materials Purchased: $0.00 0.00% Subcontracted: $26,921.00' 95.67% Subcontracted: $0.00 0.000/0 Trucking Owned: $375.00 1.33% Trucking Owned: $0.00 0.000/0 Trucking Hired: $0.00 0.00% Trucking Hired: $0.00 . 0.000/0 Miscellaneous: $0.00 0.00% Miscellaneous: $0.00 0.00% Plug: $0.00 0.00% Plug: $0.00 0.00% Direct Cost: $28,138.14 Indirect Cost: $0.00 Pay Item Summary Percent of Amount Bid Price Total Direct Cost:' $28,138.14 86.23% Total DC Adds/Cuts: $0.00 0.00% Total Indirect Cost: $0.00 0.00% Total Bond: $0.00 0.00% Total Overall Cost: $28,138.14 86.23% Total Overhead: $0.00 0.00% Total Profit: $4,493.07 13.77% Total Margin: $4,493.07' 13.77% Total Bid Price: $32,631.21 5/3/2013 11:17:37 AM Ta)away 6 System Rehabilitation Page 3 of 3 XVIV t 2812 N. Pittsburg Phone' (509).536-1875 Spokane, WA 99207 Fax: (509)534-3551 Date: April 15,2013 To: Icon Materials Attention: Chuck Coffey Reference: City of Renton Taxiway B System Rehabilitation Subject: . Design Directive#1 Cost for Change Order#I $ 11,204.12 Change Order 42 $ 12,427.66 Change Order#3 $ 11,364.83 �-- DEL�Tno 1is Total $ 41293.55 Cff,4N&&� R ;L?t l S7: Excludes: 1.) Tax 2.) PSE Vault replacement 3.) PSE Outages r 45 , Contract Time Extension: Colvico Inc. will require aX calendar day extension to the contract. If you have any questions regarding the above information,please feel free to contact me immediately. Respectfully submitted, Greg McBride Estimator/Project Manager Colvico Inc. Email: gmcbride @colvicoinc.com PH: 509-201-0232 Washington Contractor's License: COLVII*134D6 JOB NAME:CITY OF RENTON TAXIWAY B REHABILITATION C6417 Change Proposal Request#1 2-4"FOR POWER HH-UTIL TO HH-U ITEM QTY. JUNIT PR. EXT. PR. LAB UNIT EXT. LAB SAWCUT 90 $ 6.00 $ 540.00 0.05 4.5 EXCAVATION 12" X 24" 130 $ 11.00 $ 1,430.00 0.1 13 EXPORT SPOILS YDS Gy) 10 $ 6.00 $ 60.00 0.21 2 CONCRETE YDS 5 $ 115.00 $ 575.00 1 5 4" PVC X 2EA l 260 $ 2.00 $ 520.00 0.05 13 4" PVC 90 6k) 4 $ 12.00 $ 48.00 0.2 0.8 4" PVC 45 , 1 4 $ 11.50 $ 46.00 0.2 0.8 4" PVC COUPLINGS 8 $ 2.00 $ 16.00 0.1 0.8 4" PVC BELLENDS 4 $ 2.00 $ 8.00 0.1 0.4 4" BASE SPACERS 50 $ 2.20 $_ 1.10.00 0.1 5 ASPHALT REMOVAL �. 1 $ 50.00 $ 50.00 _ Z 2 MISC. LS 1 $ 50.00 $ 50.00 2 _ 2 Concrete for New Vault 0 $ - $ - 0 0 SHORT LOAD 4 YDS 4 $ 115.00 $ 460.00 1 4 EQUIPMENT 0 $ - $ - 0 0 B_ACKHOE 1 $ 247.86 $ 247.86 _ 0 0 DUMP TRUCK 1 $ 161.56 $ 161.56 0 0 3/4 TON PICK-UP 4X4 2 $_ 98.61 $ 197.22 0 0 AIR COMPRESSOR 1 $ 116.18 _$ 1.16.18 0 0 JACK HAMMER _ 1 $ 24.48 $ 24.48 0 _ 0 GAS CHOP SAW 1 $ 21.50 $ 21.50 0 0 0 $ - $ 0 --0 - 0 $ - $ - 0 0 -- - 0 $ - $ - 0 0 0 $ - $ - 0 0 0 MATERIAL TOTALS $ 4,681.80 0 LABOR TOTAL-HOURS 0 local # _ 53.3 LABOR$ PER HOUR 75 LABOR TOTAL i $ 3,997.50 QUOTES TESTING - MOBILIZATION $ - GARBAGE HAULOFF STORAGE PER DIEM PERMIT ` TAX SUB TOTALS $ 8,679.30 Overhead 12% $ 1,041.52 Sub total $ 9,720.82 Profit 13% $ 1,263.71 JOB TOTAL $10,984.52 BID BOND 2% $ 219.69 - Job Total $11,204.21 JOB NAME:CITY OF RENTON TAXIWAY B REHABILITATION CO #2 Change Proposal Request#2 EXCAVATION AND RELOCATION OF VAULT AREA ITEM QTY. UNIT PR. EXT. PR. LAB UNIT EXT. LAB EXCAVATION (Gy 1 $ 6.00 $ 6.00 24 24 LOCATE EXISTING UTI (LS) 1 $ 11.00 $ 11.00 16 16 EXPORT SPOILS YDS (cy) 30 $ 6.00 $ 180.00 0.5 15 GRAVEL TON TpN 10 $ 18.00 $ 180.00 0.5 5 3" PVC X 1 EA ( 20 $ 1.29 $ 25.80 0.04 0.8 3" PVC 90 (6-ft) 1 $ 12.00 $ 12.00 0.3 0.3 3" PVC FITTINGS 1 $ 40.00 $ 40.00 1 1 2" PVC X 2EA. 40. $ 0.69 $ 27.60 0.03 1.2 2" PVC 90 2 $ 2.00 $ 4.00 0.2 0.4 2" PVC FITTINGS (6A) 1 $ 40.00 $ 40.00 _ 1 1 1" PVC X 2EA [(64 40 $ 0.30 $ 12.00 0.02 0.8 1" PVC 90 _ 2 $ 50.00 $ 100.00 0.1 002 1" PVC FITTINGS ) 1 $ 20.00 $ 20.00 2 2 COORDINATION S 20 $ _ 5.00 $ 100.00 1 20 BARK REPLACEMENT (Cy) 20 $ 19.00 $ 380.00 0.3 6 EQUIPMENT o $ - $ 0 0 BACKHOE 3 $ 247.86 $ 743.58 0 0 DUMP TRUCK 2 $ 161.56- $ 323.12 0 0 3/4 TON PICK-UP 4X4 4 $ 98.61 $ 394.44 0 0 Note: Coordination Mater 0 $ - $ - 0 0 al is for travel fuel - 0 $ - $ - 0 0 0 $ - $ 0 0 0-$ - $ - -o 0 -- o $ $ 0 0 -- 0 $ - $ _ 0 0 a $ - $ - 0 0 _ o MATERIAL TOTALS $ 2,599.54_ 0 LABOR TOTAL HOURS 0 local # 93.7 LABOR$ PER HOUR 75 LABOR TOTAL _ $ 7,027.50 QUOTES -� TESTING F MOBILIZATION $ - GARBAGE HAULOFF STORAGE PER DIEM PERMIT r TAX SUB TOTALS $ 9,627.04 Overhead 12% $ 1,155.24 Sub total $1 0,782:28 Profit 13% $ 1,401.70 JOB TOTAL $12,183.98 BID BOND 2% $ 243.68 Job Total $12,427.66 JOB NAME:CITY OF RENTON TAXIWAY B REHABILITATION CO #3 Change Proposal Request#3 NEW CONDUIT & FEEDER TO EXISTING HANGER ITEM QTY. UNIT PR. EXT. PR. LAB UNIT EXT. LAB 0 $ - $ - 0 0 EXCAVATION 12"X 24" (LF 20 ,$!' 0 ,$! 11.00 : $ 220.00 0.1 2 EXPORT SPOILS YDS (GY) 2 $ 6.00 $ 12.00 0.2 0.4 CONCRETE YDS 0 $ - $ - 0 0 2" PVC �LY`)120 $ 0.69 $ 82.80 0.05 6 2" PVC 90 tR) 1 $ 2.00 $ 2.00 0.2 0.2 2" PVC 45 2 $ 1.80 $ 3.60 0.2 0.4 2" PVC COUPLINGS 4 $ 1.00 $ _ 4.00 0.1 0.4 2" PVC BELLENDS 1 $ 1.00 $ 1.00 - 0.1. _ 0.1 - 2" BASE SPACERS $ 2.20 $ 88.00 0.1 4 3-0 COPPER X_ 3EA. 500 $ $71 $- 4,355.00 0.0321 16 MISC. 1 $ 50.00 $ 50.00 2 2 - 0 $ - $ - 0 0 _ 0 $ - $ - 0 0 0 _ $ - 0 0 EQUIPMENT _ 0 $ - $ - 0 0 BACKHOE 1 $ 247.86 $ 247.86 0 0 DUMP TRUCK 1 $_ 161.56 $ 161.56 0 0 3/4 TON PICK-UP 4X4 2 $ 98.61 1 $ 197.22 0 0 AIR COMPRESSOR 1 $ 116.181 $ 116.18 0 0 _ 0 $ - $ _ 0 0 OUTAGE - 1 $ - $ - 12 12 0 $ - $ - 0 0 0 $ _ . . $ - 0 0 -- -o $ - $ - 0 0, --- . 0 -$ - $ - 0 0 - _. _ o $ - $ - 0 0 - 0 MATERIAL TOTALS $ 5,541.22 0 LABOR TOTAL HOURS 0 local # _ _ 43.5 LABOR$ PER HOUR 75 LABOR TOTAL $ 3,262.50 QUOTES _ TESTING I ' Cr-XV7-7 .. 2812 N. Pittsburg Phone: (509) 536-1875 Spokane, WA 99207 Fax: (509)534-3551 Dater April 30,2013 To: Icon Materials Attention: Chuck Coffey Reference: City of Renton Taxiway B.System Rehabilitation Subject: Design Directive# ,Credit for Change Order#5 Credit for 500 MCM cable between XFMR Vault and HH-UTILITY $ 8075.70 Total Credit $ 8075.70 Excludes: 1.) Tax 2.) PSE Vault replacement 3.) PSE Outages Contract Time Extension: Colvico Inc. will require a 0 calendar day extension to the contract. If you have any questions regarding the above information,please feel free to contact me immediately. Respectfully submitted, Greg McBride Estimator/Project Manager Colvico Inc. Email: gmcbride @colvicoinc.com PH: 509-201-0232 Washington Contractor's License: COLVII*134D6 JOB NAME:CITY OF RENTON TAXIWAY B REHABILITATION CO#5 Change Proposal Request#5 CREDIT FOR 500 MCM CABLE FROM XFMR-VAUL, ITEM QTY. UNIT PR. EXT. PR. LAB UNIT EXT. LAB INSTALL 500 MCM 0 $ - $ - 0 0 135 X 3 X 2 (t 810 $ 7.57--$ 6,131.70 0.032 25.92 0 $ - $ - 0 0 0 $ - $ - 0 0 0 $ - $ - 0 0 0 $ - $ - 0 0 0 $ - $ - 0 0 o $ - $ - 0 0 0 $ _ $ - 0 0 o..$ _ $ _ 0 0 o $ $ = 0 0 0 $ - $ _ 0 0 0 0 0- $ $ 0 0 0 $ $ - 0 0 7-0 - $ 0 0 - 0 $ $ 0 0 - 0 $ $ - 0 0 o $ - $ - o -0 - o $ - $ - 0 0 - 0. $ $ 0 0 0 $ - $ - 0 0 0 $ - $ - 0 0 o $ - $ - 0 0 0 $ - $ - 0 0 o $ - $ - 0 0 -- - o $ - $ - o _. o 0 MATERIAL TOTALS $ 6,131.70 0 LABOR TOTAL HOURS 0 local # 25.92 LABOR $ PER HOUR 75 LABOR TOTAL $ 1,944.00 QUOTES TESTING k MOBILIZATION $ - GARBAGE HAULOFF STORAGE PER DIEM PERMIT TAX SUB TOTALS $ 8,075.70 Overhead 12% $ - Sub total $ 8,075.70 Profit 13% $ - JOB TOTAL $ 8,075.70 BID BOND 2% - $ Job Total $ 8,075.70 CREDIT 4 it Renton Airport Change Order Cost Analysis/Backup for Taxiway B System Rehabilitation—North Portion Reconstruction and Airfield Signage Modifications Change Order#1 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) Install two 4"Conduits for Power from HH-UTIL to HH-U (See Appendix A for cost analysis backup) This activity consists of the following tasks. • Two 4"conduit and fittings embedded in concrete Two lengths of 4"conduit and fittings from WSDOT Unit Bid Price web site with price adjustment based on conversations with Stoneway Electric Supplier staff. For the conduit type submitted by the contractor for a length of 260 LF, prices range from$15 to$40 per LF. For the estimated length of 260 LF,the cost for conduit can be expected to range from$3,900 to $10,400. • Concrete Embedment of Conduit Phasing of this task resulted in two separate pourings of concrete. The first pouring consisted of placing 5 cubic yards of concrete for approximately 45 LF of trench. The second pouring(identified as Short Load) placed concrete in the remaining length of trench to the generator pad. For a quantity of approximately 9 CY, unit prices from the WSDOT Unit Bid Analysis web site lists unit prices ranging from $150 to$600 per CY. For the estimated total quantity of 9 CY,the cost for concrete can be expected to range from $1,350 to $5,400. • Saw-cut Pavement Widening of the initial trench results in additional saw-cutting to accommodate the two additional 4" conduits. The Electrical subcontractor's bid for the initial saw-cutting was$6.00 per LF. The additional saw-cutting is performed at that same unit price. A review of the unit prices for street and roadway projects shows unit prices ranging from$100 to$6.00 per LF. For the estimated quantity of 90 LF,the cost of saw-cutting can be expected to range from $270 to $540. • Asphalt Removal Widening of initial trench results in an additional quantity of asphalt removal(approximately 10 square yards). The materials fee of$50 listed in the change order covers the disposal fee for the asphalt. • Labor The labor effort matches the contractor's effort to accomplish this task. The labor rate of$75 closely matches the labor rate of$77.91 from the 2012 Friday Harbor Airport project. • Equipment Equipment rates were established using the 2003/2004 NECA Tool and Equipment Schedule. On-site durations match field observations. Equipment total charge of$768.64 is lower than the billing rates for the February 2013 NECA rates schedule. Based on these line items,the rounded cost to install the new 4" conduits can be anticipated to range from $5,600 to$16,400. 4"Conduit change order price from ICON Materials $11,204.21 Conclusion: The requested change order amount is near the mid-point of the cost estimate range and is fair and reasonable. 2) Excavation and Relocation of Electrical Vault Landscape Area(See Appendix B for cost analysis backup) This activity consists of the following tasks. • Excavation and Haul The excavation and hauling(exporting)of spoils is the equivalent of the WSDOT bid item Structure Excavation Class B Incl. Haul. From the Unit Bid Analysis WSDOT web site for this item, unit bid prices shown below(see attached WSDOT pages for backup). For small quantities, unit bid prices ranged from $1.00 to$500.00 per cubic yard (CY). Using engineering judgment, both of these values are outliers and the practical range for unit bid prices ranges from $21.50 to$300. For the estimate quantity of 30 CY,the cost for Excavation and Export can be expected to range from $645 to$9,000. • Locate Utility The presence of unexpected underground utilities resulted in two additional service calls to properly locate all services in the area. The proposal reflects actual cost for materials and for labor for the locate crew to complete the task. . r • Crushed Surfacing Top Course For small quantities of this material, unit prices from the WSDOT Unit Bid Analysis web site lists unit prices ranging from $25 to$41 per Ton. For the estimated quantity of 10 tons,the cost for CSTC can be expected to range from$250 to$410. • Conduit and Fittings One length of 3" conduit(total of 20 LF)with appropriate fittings—3"conduit and fittings from WSDOT Unit Bid Price web site with price adjustment based on conversations with Stoneway Electrical Supplier staff. For the conduit type submitted by the contractor, prices range from$12 to$40 per LF. For the estimated quantity of 20 LF,the cost for the conduit can be expected to range from$240 to$800. Two lengths of 2" conduit (total of 40 LF)with appropriate fittings—2"conduit and fittings from WSDOT Unit Bid Price web site ranges from$10 to$39 per LF. For the.estimated quantity of 40 LF,the cost for conduit can be expected to range from$400 to$1,560. Two lengths of 1"conduit(total of 40 LF)with appropriate fittings—1"conduit and fittings from WSDOT Unit Bid Price web site with price adjustment based on conversations with Stoneway Electric Supplier staff. For.the conduit type submitted by the contractor, prices range from$10 to$30 per LF. For the estimated quantity of 40 LF,the cost for the conduit can be expected to range from $400 to$1,200. • Coordination Contractor coordination with the Utility Locate service resulted in three additional round trip site visits by the Electrical Subcontractor to the project site from the project office in Ellensburg. Materials cost represents the estimated cost of fuel for these three trips. Each round trip is approximately 215 miles. Using the current government allowable mileage allowance of$0.565 per mile,the cost per trip is$121. For three round trips,the cost can be expected to range from $100(three tanks of gasoline)to$363. The labor estimate reflects 4 hours of travel time per round trip(total of 12 hours) plus 8 hours of coordination time with the Utility Locate crew while on-site. • Bark(Mulch) Replacement The utility locate effort resulted in the disturbance of approximately 1600 square feet(0.04 acres)of landscaped area. For small quantities, unit prices for mulch range from$500 to$10,000 per acre (or ^'$0.01 per SF to^$0.30 per SF). For the estimated quantity of 1600 SF,the cost for bark can be expected to range from $16 to$480. • Labor i The labor effort matches the contractor's effort to accomplish this task. The labor rate of$75 closely matches the labor rate of$77.91 from the 2012 Friday Harbor Airport project. • Equipment Equipment rates were established using the 2003/2004 NECA Tool and Equipment Schedule. On-site durations match field observations. Equipment total charge of$1,461.14 is lower than the billing rates from the February 2013 NECA rates schedule. Based on these line items,the cost for excavation and relocation of the electrical vault in the landscaped area can be anticipated to range from $2,500 to$14,160. Electrical Vault Landscape Area change order price from ICON Materials $12,427.66 Conclusion: The requested change order amount is toward the high end of the cost estimate range, but is fair and reasonable. A 3) New Conduit and Feeder to Existing Hanga r(See Appendix C for cost analysis y backup) This activity consists of the following tasks. • Install 120 LF of 2"conduit and fittings embedded in concrete 2"conduit and fittings from WSDOT Unit Bid Price web site for a length of 120 LF ranges from$10 to$39 per LF. The cost of the concrete for embedding the new 2" conduit is included in the cost for Item 1) above and is excluded from this line item. For the estimated quantity of 120 LF,the cost for conduit can be expected to range from $1,200 to $4,680. • 3-0 copper wire Install three lengths of 3-0 copper wire for a total length of 500 LF. Material costs taken from "Encore Wire Corp."web site for 3-0 copper wire is from$8.93 per LF. For the estimated quantity of 500 LF,the cost of 3-0 copper wire can be expected to be approximately $4,500. • Excavation (12"x 24")and Export Spoils The excavation and hauling (exporting)of spoils is the equivalent of the WSDOT bid item Structure Excavation Class B Incl. Haul. From the Unit Bid Analysis WSDOT web site for this item, unit bid prices shown below(see attached WSDOT pages for backup. For small quantities, unit bid prices ranged from$1.00 to$500.00 per cubic yard (CY). Using engineering judgment, both of these values are outliers and the practical range for unit bid prices ranges from $21.50 to$300. For the estimate quantity of 2 CY,the cost for Excavation and Export can be expected to range from$43 to$600. • Labor The labor effort matches the contractor's effort to accomplish this task. The labor rate of$75 closely matches the labor rate of$77.91 from the 2012 Friday Harbor Airport project. Labor for the installation is included in the unit prices. There will also be labor costs for one power outage of 4 hours(3-man crew)to provide new power connection to the hangar service meter. The effort for this task is not included in the installation and needs to be added to the cost of this work. The estimated labor cost for Outage Coordination can expected to be approximately$900. • Equipment Equipment rates were established using the 2003/2004 NECA Tool and Equipment Schedule. On-site durations match field observations. Equipment total charge of$722.82 is lower than the billing rates from the February 2013 NECA rates schedule. Based on these line items,the cost to install the new conduit and feeder to the existing hangar can be anticipated to range from$7,366 to$11,403. Hangar Conduit change order price from ICON Materials $11,364.83 Conclusion: The requested change order amount is at the high end of the estimate cost range, but is fair and reasonable. 4) Delete 500 MCM Cable (See Appendix D for cost analysis backup) This activity consists of the following tasks. Delete three lengths of cable for a total of 810 LF. Typical material costs such as costs taken from "Wire and Cable To Go" and "WesBell Electronic, Inc. web sites for 500 MCM range from $8.93 to$15.50 per LF. Credit price at$8.93 per LF. $7,233.30 Credit price at$15.50 per LF $12,555.00 Change order price credit from ICON Materials $8,075.70 Conclusion: The proposed credit in the change order is fair and reasonable.- 5) HMA Trenchline Patch (See Appendix E for cost analysis backup) This activity consists of the following tasks. Materials for the trenchline patch consist of P-209(WSDOT CSTC) and P-401 (WSDOT HMA for Pavement Repair Cl.%2 Inch PG 64-22). From the Unit Bid Analysis WSDOT web site for each of these materials, unit bid prices were shown to have the bid ranges shown below(see attached WSDOT pages for backup). WSDOT's unit bid prices are defined to include the cost for all components of the HMA and all costs to place the HMA. • HMA—For small quantities of this material, unit prices ranged from$150 to$685 per Ton. For the estimated quantity of 3 tons,the cost for HMA can be expected to range from$450 to$2,055. • CSTC—Quantities of the size placed for this project are not listed for.CSTC. However,similar size quantities for CSBC,a similar material with the same hauling and placement requirements are available and are used to establish this analysis. For small quantities of this material, unit prices ranged from $17 to$125 per Ton. For the estimated quantity of 5 tons,the cost for CSTC can be expected to range from$85 to$625. Based on these materials,the cost to construct the HMA Trenchline Patch could be anticipated to range from $500 to$2,700. HMA Trenchline Patch change order price from ICON Materials $1;217.14 Conclusion: The requested change order amount is near the mid-point of cost estimate range and is fair and reasonable. H:doc/23ap/10/007 Renton TW B&SignagePNorth Taxiway Constr/Change Orders/Renton CO#1 Cost lustification.doc.mjc I Appendix A Install Two 4" Conduits for Power from HH-UTIL to HH-U WON MaUrialti 4 3 Rcntor:ltuvicipa1 Ahport " s v Taxiway Ft System Rehab. Cay ofRenlun Proj.No.00i-M2 bf A,P NO 3-53-00554,23 _ a s w- m-31 z y� 2 '2 �.+� ' - �- : a � � ♦ � � ..` � ; - � -� '�,�, may„_ � , 31A 41- i _ { +' B�,l �+v. 7r�v.s. .r' '+._...%'`�.•y <' � � . YR Ar _ .. a. x «� r r . _ __ y _..._ ..,.+L?5�tr141� -_a Y'i",5. •.._..k'v,..F,1.. - Allied Schedule-4'0 is sunlight resistant ar+r# y manufactured in.accordance and ccrrFpfies to: LISTED _ � a Cascade Controls Unden+uriters Laboratories, Inc. UL-651 Cf MrhL TCc mi 0--651 '.p A S YsEa.^D<.3 .r.V0;,7 a Efv9A TG2 TP F� S T � �r� 1 4 Schedule 40 PVC Conduit Dimensions (10' lengths with belLer#�nds� s � �F =rdy" g���� 9 _X fS� IJ � ¢ t, �t J imp t Size No. O.D. ].D thrall WVFt Pullet (Socket)Depth/Inches 1/2 8102 .840 .622 .109 .164 6000 1.8 ,. 3/4 8103 1.050 .824 .913 .218 4400 1.8 1 8104 1.315 1.049 .133 .321 3600 2 11/4 8105 1.660 1.380 .140 ,434 3300 2.5 11/2 8106 1,900 1.610 .145 .518 2250 2.5 '` } X0,04' 2 8108 2.375 2.067 .154 .695 1400 4.5 ' 21/2 8110 2.875 2.469 ,203 1.096 930 4.5 3 8112 3.500 3.068 .216 1.435 880 4.5 )' 31/2 8114 4.000 3.548 ,226 1.729 630 4.5 ` 2 .+`L,- 4 8116 4.500 4.026 .237 2.043 570 5 5 8120 M 5.563 5..047 ,258 2.776 380 6 ' 6 8124 &625 6.065 .280 3.600 260 6 SPECIAL INFORMATION 1. 20' lengths available on special request. 2. lVilnimurn shipment:full pallet quantihr per size. X121 � [ llt 7c 2i �U�I D RIJ S-OW`kMV ELEC7KICA 4.5 77 ;. • (800,}_.889 5543 FAX 339-0615 _ALLIED T` B &CO QUIT 3 i Unit Bid Analysis-Standard Items Report Page 21 of 110 7015 C.Y. CONTROLLED 12AO22 008403 12/17/2012 76.00 $105.00 $100.00 $82.00 DENSITY FILL NWR AVERAGE LOW BID is $94.67 State AVERAGE LOW BID is $108.86 GRAVEL BACKFILL 7017 C.Y. FOR PIPE ZONE 09AO30 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 $17.52 Standard Item Unit of Job Contract Planned Second Number Measure Item Description Number Number AD Date Quantity Low Bid Bid Third Bid 7018 MGAL WATER 08A801 007575 5/27/2008 18.00 $200.00 $250.00 $100.00 7018 . - MGAL WATER 08A011 007579 6/2/2008 0.10 $25,000.00 $10,000.00 $1,000.00 7018 MGAL WATER 08AO23 007639 11/10/2008 360.00 $17.00 $1.00 $20.00 7018 MGAL WATER 08A810 007715 3/16/2009 28.00 $100.00 $250.00 $100.00 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 1lAO03 008141 4/18/2011 36.00 $32.00 $100.00 $21.90 NWR AVERAGE LOW BID is $26.93 State AVERAGE LOW BID is $2.80 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 $252.44 7027 ,C.Y. COMMERCIAL 08AO15 007637 11/10/200810.00, $600.00 $300.00 $150.00 CONCRETE - 7027 C.Y. COMMERCIAL 08AO35 007660 1/12/2009 3.00 $600.00 $3,000.00 $1,800.00 CONCRETE 7027 C.Y. COMMERCIAL 09A801 007771 5/11/2009 2.20 $1,250.00 $680.00 $480.00 CONCRETE 7027 C.Y. COMMERCIAL 09AO21 007874 12/21/2009 0.30 $2,000.00 $410.00 $800.00 CONCRETE 7027 . C.Y. 'COMMERCIAL'CONCRETE 09A802 007936 4/12/2010 11.50 ,`$420.00 $400.00 $300.00 , 7027 C.Y. COMMERCIAL 1OA034 008128 4/4/2011 15.70 $400.00 $500.00 $130.00 CONCRETE 7027 C.Y. COMMERCIAL CONCRETE 12AO13 008405 12/17/201218.00 $436.00 $255.00 $330.00 NWR AVERAGE LOW BID is $496.01 State AVERAGE LOW BID is $283.47 i 7028 L.S. CURE BOX 08AO09 007621 10/6/2008 3,000.00 $500.00 $1,000.00 $7,000.00 7028 L.S. CURE BOX 08AO06 007622 10/6/2008 6,400.00 . $2,500.00 $2,000.00 $6,000.00 7028 L.S. CURE BOX 08AO27 007625 10/13/2008 3,000.00 $3,500.00 $1,600.00 $1,000.00 7028 L.S. CURE BOX 08AO15 007637 11/10/2008 5,000.00 $8,500.00 $10,000.00 $3,000.00 7028 L.S. CURE BOX 08AO23 007639 11/10/2008 2,000.00 $530.00 $200.00 $25.00 7028 L.S. CURE BOX 08AO20 007640 11/17/2008 15,000.00 $5,100.00 $10,500.00 $11,000.00 http://www.wsdot.wa.govibiz/contaa/uba/sreport.cfm 5/6/2013 i i Appendix B Excavation and Relocation of Electrical Vault Landscape Area ICON itat:rials i2entorMi unidpalAi-pott s § + 1 ' Taxiway B System Rehab. C:ty'nt'RantonPro� Nc 0�;-'_Ot2 3L E- AT tiU 1-53-0055-(r 3 s�s Y r L xA fg R yy M Q _ d A9 MN R {k 4 tl '- s. -:ry-;.P'iix< - ,Y,K„is, � �fir-„Y�,}•.; � .tire- ..•ate; i. '�W ;.�' ''g ,x:.=1^3 died Scheduiz-40 is.sunlight resistant,and x' E C * ��. manufactured in accordance and complies to: LISTEt3 Cascade Controls UndenAfritem Laboratories, Inc. UL-651 e? ViA iC..vwJ U&. 't fret R ites ofYtEsGe stn` c t,1,c NEMA TO-2 L rn u ¢ Schedule 40 PVC Conduit Dirnensians (10 lengths with billed fx ..a� . .. .. .... .....: max.:-� ,.=a "r a s Trams Min. Nominal Ul � t r' Size Flo. OZ. 1A wail MIR R/Paliet (Sockel DeptlVinches � 1/2 8102 .840 .6122 .103 .164 6000 1.8 s/1, 8103 1.050 .824 113 .218 4400 1.8 ..._ 0,,3 1 i I"R 1 8104 1.315 1.049 .133 .321 360E 2 1'/a 8105 1.660 1.380 .140 434 3300 2.5 a 11/2 8106 1.900 1.610 .145 .518 2250 2.5 , t�. ;Cl 4J- 2 8108 2.:375 2.067 .154 .695 1400 21/2 8110 2.875 2.469 .203 1.096 930 4 5 3 8112 3.500 3.068 .216 1.435 880 4.5 '< 31/2 8114 4.000 _3.548 .226 1.729 630 4.5 _ r`1,J1 4 8116 4.500 4.026 .237 2.043 570 _5 5 8120 _A 5.563 5,047 .258 2.776 380 6 6 8124 6.625 6.065 .280 3.600 260 _. _ 6 SPECIAL INFORM ATJON 1. 20'lengths available on special request. k ' 2. Minimum shipment: full pallet quantity per size. X t 121; 4Uc,-r'C ?22)Lh 1�D RY si k-914 �;� �11FOi,ZICA SrA-ME � _r(8�00)882-5543 FAX(7q8)3 &1 5 r Ac.t_tp TUBE 8u.GOY UIT, -- • Unit Bid Analysis-Standard Items Report Page 3 of 6 5100 ETON COURSE 09AO22 007765 5/4/2009 15.00 •'$17.00 .$70.00 $100.00 CRUSHED SURFACING BASE 5100 TON COURSE 09A010 007786 6/15/2009 30.00 $40.00 $22.00 $20.00 5100 TON CRUSHED SURFACING BASE 08A034 007843 10/19/2009 1,396.00 $25.40 $23.00 $25:00 COURSE 5100 TON CRUSHED SURFACING BASE 09A809 007844 10/19/2009 360.00 $20.00 $39.30 $32.00 COURSE 5100 TON CRUSHED SURFACING BASE 09A803 007847 10/26/2009 23,774.00 $25.50 $26.00 $25.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO23 007856 11/16/2009 3,344.00 $18.50 $20.64 $22.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO18 007859 11123/2009 15,480.00 $12.35 $10.50 $10.90 COURSE 5100 TON CRUSHED SURFACING BASE 09AO27 007870 12/14/2009 3,570.00 $25.00 $21.00 $22.00. COURSE 5100 TON CRUSHED SURFACING BASE 09AO21 007874 12/21/2009 6,130.00 $17.00 $19.60 $22.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO25 007875 12/2112009 3,200.00 $21.00 $20.70 $21.20 COURSE 5100 TON CRUSHED SURFACING BASE 09AO28 007881 12/28/2009 125.20 $70.00 $37.65 $65.00 COURSE 5100 TON CRUSHED SURFACING BASE 09A033 007894 2/112010 580.00 $16.00 $20.00 $17.60 COURSE 5100 TON CRUSHED SURFACING BASE 1OA005 007902 2/16/2010 250.00 $65.00 $25.00 $45.30 COURSE 5100 TON CRUSHED SURFACING BASE 09A024 007911 3/1/2010 2,210.00 $19.25 $14.53 $19.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A007 007916 3/8/2010 3,310.00 $22.50 $16.34 $17.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO32 007917 3/8/2010 767.00 $20.00 $29.94 $30.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA003 007919 3/1512010 32.00 $150.00 $61.00 $75.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO09 007920 3/15/2010 17,050.00 $18.00 $14.20 $13.55 COURSE 5100 TON CRUSHED SURFACING BASE 10A009 007921 3/15/2010 212.00 $38.00 $38.00 $30.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A004 007925 3/22/2010 45.00 $45.00 $45.00 $80.00 COURSE 5100 TON CRUSHED SURFACING BASE 09A802 007936 4/12/2010 25,744.00 $12.00 $12.00 $13.00 COURSE 5100 TON CRUSHED SURFACING BASE 1 OA010 007938 4/1212010 15,910.00 $14.55 $15.00 $14.51 COURSE 5100 TON CRUSHED SURFACING BASE 1OA013 007940 4/12/2010 135.00 $30.00 $40.00 $30.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA018 007941 4/12/2010 295.00 $24.00 $24.00 $15.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO30 007945 4/26/2010 17,347.00 $15.50 $16.00 $19.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA008 007948 4/2612010 8,526.00 $16.00 $15.00 $15.00 COURSE i Standard Item Unit of Job Contract Planned Low Second Third Number Measure Item Description (Number Number AD Date Quantity Bid Bid Bid 5100 TON CRUSHED SURFACING BASE 10A001 007962 5/24/2010 3,055.00 $21.20 $19.00 $18.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A025 007980 6/28/2010 130.00 $60.00 $35.40 $100.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA021 008012 9/13/2010 4,510.00 $17.70 $15.00 $15.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A019 008048 11/812010 305.00 $50.00 $50.00 $38.00 COURSE 5/1/2013 Unit Bid Analysis-Standard Items Report Page 4 of 6 5100 TON CRUSHED SURFACING BASE 1OA055 008051 11/15/2010 130.00 $27.00 $50.00 $40.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA029 008052 11/22/2010 333.00 $25.00 $46.00 $88.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A011 008053 11/22/2010 4,305.00 $24.00 $17.80 $22.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA039 008055 11/22/2010 498.00 $15.00 $15.00 $25.00 COURSE CRUSHED SURFACING BASE 5100 TON 10A045 008060 11/29/20112,760.00 $26.00 $16.40 $18.75 COURSE 5100 TON CRUSHED SURFACING BASE 1OA040 008065 12/6/2010 6,980.00 $10.50 $12.55 $12.25 COURSE 5100 TON CRUSHED SURFACING BASE 1OA047 008077 1/3/2011 12,670.00 $12.50 $15.00 $12.00 COURSE 5100 TON CRUSHED SURFACING BASE COURSE . 1OA052 008080 1/10/2011 ,1000 ,$40.00 $65.00 $125.00 ' 5100 TON CRUSHED SURFACING BASE 10A048 008086 1131/2011 3,210.00 $12.11 $22.00 $15.85 COURSE 5100 TON CRUSHED SURFACING BASE 1OA033 008089 2/7/2011 330.00 $19.80 $24.00 $20.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA063 008099 2/22/2011 1,110.00 $22.00 $26.00 $22.50 COURSE 5100 TON CRUSHED SURFACING BASE 1 OA014 008101 2/22/2011 1,926.00 $19.00 $28.00 $30.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A035 008103 2/28/2011 937.00 $32.00 $0.00 $0.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA064 008112 3/14/2011 54.90 $29.00 $25.00 $40.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA038 008114 3/21/2011 60.00 $25.00 $30.00 $52.50 COURSE 5100 TON CRUSHED SURFACING BASE 1OA061 008116 3/21/2011 2,689.00 $24.00. $10.00 $20.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA034 008128 4/4/2011 88,936.00 $16.55 $15.00 $14.50 COURSE 5100 TON CRUSHED SURFACING BASE 1lAO02 008130 4/4/2011 1,779.00 $30.00 $24.00 $22.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA046 008140 4/18/2011 99,220.00 $16.00 $14.80 $18.00 COURSE 5100 TON CRUSHED SURFACING BASE 11AO03 008141 4/18/2011 6,943.00 $21.00 $15.75 $23.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A060 008142 4/25/2011 781.00 $29.00 $40.00 $37.85 COURSE 5100 TON CRUSHED SURFACING BASE 1OA066 008170 5/23/2011 555.00 $28.00 $0.00 $0.00 COURSE 5100 TON CRUSHED SURFACING BASE 11AO13 008211 8/22/2011 37.00 $145.00 $80.00 $72.00 COURSE 4100 TON CRUSHED SURFACING BASE 10A042 008222 10/3/2011 15,749.00 $15.75 $13.50 $15.50 COURSE 5100 TON CRUSHED SURFACING BASE 91AO18 008233 12/5/2011 101.00 $90.00 $46.00 $25.00 COURSE 5100 TON CRUSHED SURFACING BASE 11AO14 008239 12/19/2011 1,076.00 $38.00 $40.93 $13.00 COURSE 5100 TON CRUSHED SURFACING BASE 11AO17 008252 2/13/2012 32.00 $78.00 $65.00 $53.00 COURSE 5100 TON CRUSHED SURFACING BASE 1lA025 008268 3/12/2012 6,479.00 $28.00 $18.90 $32.00 COURSE 5100 TON CRUSHED SURFACING BASE COURSE 1lA026 008269 3/12/2012 430.00 $24.00 $25.00 $18.00 Standard Item Unit of Job Contract Planned Low Second Third Number Measure Item Description Number Number AD Date Quantity Bid Bid Bid 5100 TON CRUSHED SURFACING BASE 12AO03 008271 3/19/2012 640.00 $65.00 $58.00 $0.00 httD://www.wsdot.wa.izov/biz/contaa/uba/sreport.cfm 5/3/2013 Unit Bid Analysis-Standard Items Report Page 13 of 110 7004 L.S. SCHEDULE 1OA008 007948 4/26/2010 30,000.00 $30,000.00 $30,000.00 $30,000.00 7004 L.S. TYPE C PROGRESS 1OA052 008080 1/10/2011 20,000.00 $20,000.00 $35,000.00 $20,000.00 SCHEDULE 7004 L.S. TYPE C PROGRESS 1OA058 008113 3/21/2011 10,000.00 $10,000.00 $10,000.00 $10,000.00 SCHEDULE 7004 L.S. TYPE C PROGRESS 10A034 008128 4/4/2011 100,000.00 $100,000.00 $100,000.00 $100,000.00 SCHEDULE 7004 L.S. TYPE C PROGRESS 10A046 008140 4/18/2011 50,000.00 $50,000.00 $50,000.00 $100,000.00 SCHEDULE 7004 L.S. TYPE C PROGRESS 11AO13 008211 8/2212011 0.00 $5,000.00 $5,000.00 $5,000.00 SCHEDULE 7004 L.S. TYPE C PROGRESS 11AO15 008286 4/2/2012 28,000.00 $30,000.00 $30,000.00 $30,000.00 SCHEDULE 7004 . L.S. TYPE C PROGRESS 12AO06 008314 5/7/2012 .20,000.00 $20,000.00 $20,000.00 $20,000.00 SCHEDULE Standard Item Unit of Job Contract Planned Second Number Measure Item Description Number Number AD Date Quantity Low Bid Bid Third Bid 7004 L.S. TYPE C PROGRESS 11A009 008379 10/1/2012 20,000.00 $20,000.00 $20,000.00 $20,000.00 SCHEDULE 7004 L.S. TYPE C PROGRESS 12A021 SCHEDULE 008414 1/22/2013 20,000.00 $20,000.00 $20,000.00 $20,000.00 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 12A001 008423 2/4/2013 2,000.00 $5.50 $5.90 $22.Q0 B NWR AVERAGE LOW BID is $5.50 State AVERAGE LOW BID is $13.87 STRUCTURE 7006 C.Y. EXCAVATION CLASS 08AO03 007573 5/27/2008 X3.00; $87.23 $100.00 $200.00 B INCL.HA _ _ STRUCTURE 7006 C.Y. EXCAVATION CLASS 08A801 007575 5127/2008 11,679.00 $75.00 $56.00 $125.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 08AO25 007623 10/6/2008 73.00 $75.00 $60.00 $70.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 08AO27 007625 10/13/2008 50.00 $50.00 $1.00 $15.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 08AO17 007631 10127/2008 10,435.00 $1.20 $12.00 $8.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 08AO15 007637 11/10/2008 30,523.00 $5.55 $9.00 $6.10 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 08AO23 007639 11/10/2008 1,509.00 $4.90 $10.00 $8.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 08AO43 007661 1/12/2009 1,715.00 $10.00 $10.00 $9.00 B INCL. HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 08A810 007715 3/16/2009 7,380.00 $100.00 $25.00 $80.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 08AO19 007717 3/16/2009 1,030.00 $3.00 $9.00 $9.00 B INCL HA 7006 C.Y. STRUCTURE 09AO01 007721 3/23/2009 27.00 $62.00 $40.00 $45.00 EXCAVATION CLASS z, http://www.wsdot.wa.gov/biz/contaa/uba/sreport.cfm 5/3/2013 Unit Bid Analysis-Standard Items Report Page 14 of 110 ' B INCL. HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 09AO02 007752 4/27/2009 146.00 $10.00 $15.50 $16.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 09AO07 007754 4/27/2009 1,375.00 $25-00 $10.00 $15.98 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 08AO44 007775 5/1812009 _20.00 $26.00 $28.00 $11.23 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 09AO10 007786 6/15/2009 4,850.00 $8.00 $13.00 $20.00 8 INCL.HA STRUCTURE _. 7006 C.Y. EXCAVATION CLASS 08AO34 007843 10/19/20094.00` r$500A0 .$300.00. $130.M B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 09AO23 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 12114/2009 9,158.00 $35.00 $12.00 $16.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 09A021 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 09A024 007911 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 09A032 007917 3/8/2010 851.00 $4.00 $33.15 $20.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 09AO09 007920 3/15/2010. 18,405.00 $4.00 $6.40 $10.40 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 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 4/12/2010 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 09AO30 007945 4/2612010 30,031.00 $7.00 $10.00 $10.80 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 1OA008 007948 4/26/2010 1,210.00 $1.00 $8.50 $8.50 B INCL.HA - STRUCTURE 7006 -C.Y. 'EXCAVATION CLASS 10A022 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 5/3/2013 Unit Bid Analysis-Standard Items Report Page 15 of 110 Y 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 1OA001 007962 5/24/2010 944.00 $8.90 $7.00 $11.00 B INCL. HA STRUCTURE - 7006 C.Y. EXCAVATION CLASS 1OA031 007968 6114/2010 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 1112212010 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 10A045 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 1/3112011 2,043.00 $9.37 $7.00 $9.30 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 1OA033 008089 2/712011 2,612.00 $4.40 $15.00 $10.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 10A063 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 2/28/2011 196.00 $9.00 $0.00 $0.00 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS 1OA034 008128 4/4/2011 40,266.00 $6.00 $9.00 $8.60 B INCL.HA STRUCTURE 7006 C.Y. EXCAVATION CLASS . 10A046 008140 4/18/2011 16,393.00 $1.00 $7.20 $8.00 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 10A042 008222 10/3/2011 4,790.00 $9.00 $10.50 $2.95 B INCL.HA 'STRUCTURE 7006 C.Y. EXCAVATION CLASS 11AO08 008236 12/12/201119.00 $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 STRUCTURE 7006 C.Y. EXCAVATION CLASS 12AO05 008307 4/30/2012 30.00 $60.00 $18.00 $15.00 B INCL. HA STRUCTURE 7006 C.Y. EXCAVATION CLASS' 11A020 008363 7/30/2012 6,131.00 $7.00 $5.00 $5.00 B INCL.HA STRUCTURE http://www.wsdot.wa.gov/biz/contaa/uba/sreport.cfm 5/3/2013 Unit Bid Analysis-Standard Items Report Page 9 of 68 6419 S.Y. SEEDING AND 10A035 008103 2/28/2011 35.00 $20.00 $0.00 $0.00 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 1OA058 008113 3/21/2011 420.00 $3.00 $1.10 $1.00 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 11A017 008252 2/13/2012 260.00 $12.00 $3.00 $4.50 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 11A021 008258 3/5/2012 650.00 $3.00 $1.50 $2.10 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 11A024 008279 3/26/2012 840.00 $10.50 $2.65 $2.54 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 12AO22 008403 12/17/2012 405.00 $1.50 $1.25 $5.00 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 12AO13 008405 12/17/2012 102.00 $6.00 $10.00 $6.50 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 12A015 008416 1/22/2013 730.00 $3.00 $0.00 $0.00 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 12AO12 008439 2/25/2013 39.00 $11.00 $10.00 $15.00 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 12AO26 008445 3/4/2013 352.00 $5.00 $2.00 $3.00 FERTILIZING BY HAND 6419 S.Y. SEEDING AND 12AO16 008461 4/1/2013 170.00 $8.50 $6.00 $9.00 FERTILIZING BY HAND NWR AVERAGE LOW BID is $2.84 State AVERAGE LOW BID is $2.15 Standard Item Unit of Job Contract Planned Second Number Measure Item Description Number Number AD Date Quantity Low Bid Bid Third Bid 6422 ACRE SEEDING AND 09AO09 007920 3/15/2010 3.09 $1,850.00 $1,812.89 $2,350.00 MULCHING 6422 ACRE SEEDING AND 10A045 008060 11/29/2011 0.35 $3,000.00 $2,800.00 $2,900.00 MULCHING 6422 ACRE SEEDING AND 1OA040 008065 12/6/2010 5.94 $2,348.48 $1,725.00 $2,250.00 MULCHING 6422 ACRE SEEDING AND 11A023 008260 3/5/2012 0.01 $25,000.00 $26,000.00 $10,000.00 MULCHING 6422 ACRE SEEDING AND 12AO01 008423 2/4/2013 3.00 $4,335.00 $4,600.00 $3,600.00 MULCHING NWR AVERAGE LOW BID is $2,741.85 State AVERAGE LOW BID is $3,051.50 6432 ACRE MOWING 09A018 007859 11/23/2009 2.98 $175.00 $300.00 $1,500.00 NWR AVERAGE LOW BID is $175.00 State AVERAGE LOW BID is $175.00 6435 ACRE MULCHING 08AO08 .007569 5/19/2008 0.40 $2,500.00 $3,300.00 $1,100.00 6435 ACRE MULCHING 08AO06 007622 10/6/2008, 0.29 $5,000.00 $3,700.0.0 $1,500.00 6435 ACRE MULCHING 09A027 007870 12/14/2009,0.20' $530.00 $600.00 $2,000.00/ 6435 ACRE MULCHING 09AO32 007917 3/8/2010 0.56 $1,700.00 $10,081.43 $10,000.00 6435 ACRE MULCHING 10A017 . 008053 11/22/20101.40 $1,300.00 $2,575.00 $1,500.00 6435 ACRE MULCHING 10A014 008101 2/22/2011 1.60 $900.00 $1,000.00 $1,100.00 NWR AVERAGE LOW BID is $1,520.90 State AVERAGE LOW BID is $882.99 6447 C.Y. FINE COMPOST 08AO08 007569 5/19/2008 43.00 $50.00 $64.00 $60.00 6447 C.Y. FINE COMPOST 08AO28 007601 8/11/2008 65.00 $35.10 $50.00 $50.00 6447 C.Y. FINE COMPOST 08A012 007629 10/27/2008 123.00 $49.00 $57.00 $48.00 6447 C.Y. FINE COMPOST 08AO17 007631 10/27/2008.633.00 $41.00 $33.00 $41.00 6447 C.Y. FINE COMPOST 08AO15 007637 11/10/2008 1,276.00 $33.00 $32.00 $32.00 http://www.wsdot.wa.gov/biz/contaa/uba/sreport.cfm 5/6/2013 Appendix C New Conduit and Feeder to Existing Hangar i ICON Materials Rentor khmicipal Akport I � £ • Al Taxiway B System Rehab. N�+� � City oMentoo Prot'No.001-20t2 a AIP NO.3-53-0055.023 !`; ELI 4 MM wi y tk >, k rkr u, } f DEGREE �. �' .. - -- I W-41 Allied Schedule-40 is sunlight resistant and Ma manufactured in accordance and complies to: LISTED T Cascade Controls Underwriters Laboratories; Inc. UL-651 oft to TGZ aid lA.-651'trir _. ADmn oWESCO DWJWJcn km. NEMA TCr2 .tx'1 94.1'Crt+xl?.E�: C ,:3✓xr 'r ".".,k � chdule 40 PVC Conduit Dirnensions (10' lengths with belled e>ttlsl d3 Last Trade Min: _ Nttrnit�a Self..... f JL19 Size No O.D. I.D. Wall MIR FtlPallet {Socket Depth/Inches � 8102 .840 .622 .109 .164 6000 1.8 r Mi .824 .113 .218 4400 1.8 �r �/� 81:03 1.050 .133 ,32'1 3600 2 r _< 1 8104 1.315 1.049 1 f/a 8105 1.660 1.380 .140 .434 3300 2.5 z 11/2 8106 1.900 1.610 .145 .518 2250 2.5 �O ILF 2 8108 2.375 2.067 .154 .695 1400 4.5 21/2 8110 2.875 2.469 .203 11096 930 4.5 I.5%1L.F 3 8112 3.500 3.068 .2161 1.435 880 4.5 < .... ro 31/2 8114 4.000 3.548 .225 1.729 630 4.5 Af 2,)q%LF 4 8116 4.500 4.026 237 2.043 570 5 ,y } 5 8120 5.563 5:047 .258 2,776 380 6 ;< 6 8124 6.625 6,065 .280 3.600 260 6 B SPECIAL.INFORMATION 1. 20'lengths available on special request. � t 2.Minimum shipment:full pallet auan`it�r per size. F2 IC97 4 Ud-rr ?2)UIDED RY S-I D SWAY 'ELlFC rfK1CAL lsf A'4 xi , Y 8$2 5fi43 FAX(708 3oa-4693 m ALLI�a.TUB &OONLWIT 5�= Amy xa zn__ = 3 W4 4C WERE COPPER WIRE-DISTRIBUTOR PRICE SHEET ENCORE WIRE CORPORATION Copper Wire 1329 MILLWOOD ROAD,P O BOX 1149 Distributor Price Sheet McKINNEY,TX 75069-0545 SHEET:THWN-2-2269 PHONE: METRO 972-562-9473 DATED: May 6,2013 LD 800-962-9473 FAX 800-782-6475 PRICES SHOWN ARE PER 1,000 FEET. SUBJECT TO CHANGE WITHOUT NOTICE. PRICE PER 1,000 FEET TFN SIZE FEET PER I SIZE FEET PER PRICE PER PACKAGE THWN-2 XHHW-2 USE-2 THW-2 PACKAGE 1,000 FEET SOLID 18 2,000 $140.23 14 2,000 $222.77 16 2,000 $194.63 12 2,000 $336.04 TFN 10 1,000 $531.36 18 2,000 $147.57 STRANDED 16 2,000 $201.87 14 2,000 $253.96 $321.96 263.89 12 2,000 $389.65 $482.04 $635.89 $405.43 BARE COPPER 10 1,000 $602.05 $730.19 $952.98 $639.02 SIZE FEET PER PRICE PER 8 1,000 $966.50 $1,121.47 $1,304.03 $19054.66 PACKAGE 1,000 FEET 6 1,000 $1,487.02 $1,668.82 $1,972.07 $1,614.36 SOLID 4 1,000 $2,298.76 $2,573.44 $2,983.51 $2,538.67 14 2,000 $219.85 3 1,000 $2,879.64 $3,195.97 $3,538.63 $3,189.90 12 1,250 $340.67 2 1,000 $3,604.40 $4,012.62 $4,845.67 $4,026.30 10 800 $538.64 1 1,000 $4,736.81 $5,490.82 $6,547.30 $5,091.84 8 500 $869.96 1/0 1,000 $5,680.10 $6,829.52 $8,177.16 $6,340.89 6 315 $1,377.69 2/0_.__ 1,000 $7,120.20 $8,535.04 $10,278.79 $7,965.73 4 200 $2,380.34 3/0 1,000 $8,932.44 $10,684.93 $12,844.66 $9,994.78 2 125 $3,56311 410 1,000 $11,216.96 $13,400.94 $14,668.52 $12,726.68 STRANDED 250 1,000 $13,524.06 $14,771.36 $15,436.93 $14,863.77 8-7 STR 500 $904.47 300 1,000 $16,310.24 $16,638.40 $19,992.23 $17,752.54 6-7 STR 315 $1,424.15 350 1,000 $19,097.66 $19,439.78 $22,642.09 $21;693.66 4-7 STR 200 $2,392.43 400 1,000 $21,505.24 $22,167.65 $25,833.48 $24,994.31 2-7 STR 125 $3,786.95 500 1,000 $26,434.33 $27,096.16 $30,292.29 $29,397.37 1 -19 STR 1,000 $4,872.68 600 1,000 $33,936.79 $34,972.80 $36,417.10 $35,259.48 110-19 STR 1,000 $5,385.55 750 1,000 $56,537.20 $58,889.64 $65,033.32 $49,880.86 210-19 STR 1,000 $6,775.69 1000 1,000 $75,027.22 $76,336.00 $86,118.94. $71,523.14 310-19 STR 1,000 $8,537.93 Fo r L , ���,2 �a 410-19 STR 1,000 $10,757.01 v T T_ �[ �/ /s 250-37 STR 1,000 $12,736.06 n / i0 ICJ Z 2 350-37 STR 1,000 $17,786.12 �- 400-37 STR 1,000 $19,752.13 �� 500-37 STR 1,000 $25,385.04 750-61 STR 1,000 $43,233.91 1000-61 STR 1,000 $57,471.96 SIZE UP TO NO.2 INCLUSIVE IN STANDARD COIL LENGTHS ONLY CUTTING AND PARALLELING CHARGES CUTTING ONLY PARALLELING PARALLELING PARALLELING 1 COND. 2 COND. 3 COND. 4 COND. SIZES AWG 6 THROUGH AWG 2 STD PKGONLY $ 35.00 $ 50.00 $ 70.00 SIZES AWG 1 THROUGH 500 KCMIL $ 22.00 $ 65.00 $ 95.00 $ 125.00 SIZES 600 KCMIL THROUGH 1000 KCMIL $ 27.50 $ 100.00 $ 130.00 $ 150.00 FOR CUT LENGTHS LESS THAN 250 FEET ON A REEL,AN ADDITIONAL CHARGE OF$25.00 WILL APPLY. NON-RETURNABLE REEL CHARGES.........................$3.00 PER REEL ALL CUTTING,PARALLELING AND REEL CHARGES ARE NET Appendix D Delete 500MCM Cable III 500 MCM, Type MTW Wire, 5054 Strand WireAndCableToGo.com Page 2 of 3 500 MCM, Type MTW Wire, 5054 Strand Elm Back to List MSRP: Price _ � Price' $1550 Your Savings: 5188(20.02%) SKU: MTW500 - Minimum Quantity: 10 Maximum Quantity: 1000 Quantity 1 ft.-1 st Spool E 1 ft.-2nd Spool(optional) 0 1 ft.-3rd Spool(optional) 4th Spool(optional) - Color: 61ack �, ©t 10(Eligible for FREE Shipping) - Cut to length-sold by the foot.Enter the desired footage in the QTY box. Minimum 10'to maximum 1000'.Please call for longer put ups. Color: Black Applications: Type conductors are primarily used in control cabinets,in machine tool applications and appliance wiring applications.Applications requiring Type MTW conductor is appropriate for use in dry locations at 90°C,or not to exceed 60°C in wet locations or where exposed to oils or coolants. Applications requiring Type AWM conductor is appropriate for use at temperatures to riot exceed 105°C in dry locations. Bare Copper Stranding: 500 MCM(253mm2)E137733(UL)MTW OR THHW FOR CT USE OR AWM STYLES 1284&1339 600V OR 10269 1000V SUN RES VW -1--156016 CSA AWM I A/B 105C 600V FT Specifications": Size:500 MCM Number of Strands:5054 Temp:90°C Insulation Thickness:0.100 inches Outside Diameter:1.077 inches - *Data provided on this page is subject to change based on different manufacturers variances. CONTACT `ilr Need Help? Call 855-880-8010 - or Contact Us» - COMPANY INFO - About Us http://www.wireandcabletogo.com/500-MCM-Type-MTW-Wire-5054-Strand.html 5/3/2013 Electrical wire 500 MCM THHN THWN Copper Cable - Thermoplastic High Heat Water... Page 1 of 2 WesBell Electronics, Inc, �ewcart FREE SHIPPING FOR ORDERS OVER 324-50 IN USA Home Products Slog About Us Contact Employment «THHN THWN Wire THHN THWN Electrical Wire 500 MCM Approvals UL Approved THHN/THWN-2 rx� - Federal AA59544 RoHS and REACH Compliant Materials Stranded bare copper 37 Strands bare copper .902"Diameter Suggested:380 AMPS 600 Volts FREE SHIPPING OVER$250! Exact Cut Lengths!Buy"Per Foot"and increase quantity to the exact amount you need. Per Foot $8.93T '°4tfd#o GafY 500' $4165.33 ' Please call for pricing when your quantity is over 500 feet.(800)334-8400 Electrical wire 500 MCM is a standard cable,also known as THHN wire 500,that WesBell keeps in stock.It has a PVC insulation with a Nylon jacket to resist water,gas and solvents.It can be used outdoors and in conduit,but isn't suited for direct burial.It's used for all electrical wiring applications indoors and outdoors.We also have Hook up wire and Teflon®wire for indoor use and high temperature applications.Larger awg rubber power cables are available such as Welding cable and entertainment cable.We also stock the electrical cables like Romex®(Indoor use),UFB Cables(Outdoor/Direct Burial)and Tray cable.WesBell offers FREE SHIPPING over$250.00 to anywhere in the continental USA. Please call for all your wire and cable needs because we stock a lot more than we're able to put on the website! i http://www.wesbellwireandcable.com/Electricalwire/Electricalwire500.html 5/6/2013 ti Appendix E HMA Trenchline Patch Unit Bid Analysis-Standard Items Report Page 6 of 23 } 5739 TON REPAIR CL. 1/2 IN. P 08A022 007630 10127/2008 2,710.00 $94.00 $94.00 $113.00 5739 TON HMA FOR PAVEMENT 08A020 007640 11/17/2008 1,144.00 $115.00 $131.50 $120.00 REPAIR CL. 1/2 IN. P 5739 TON HMA FOR PAVEMENT 08AO20 007640 11/17/2008 1,144.00 $115.00 $131.50 $120.00 REPAIR CL.1/2 IN. P 5739 TON HMA FOR PAVEMENT 08A024 007648 12/8/2008 1,150.00 $114.00 $0.00 $0.00 REPAIR CL. 1/2 IN. P 5739 TON HMA FOR PAVEMENT 08AO26 007653 12/15/2008 1,770.00 $90.00 $100.00 $110.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT REPAIR CL. 1/2 IN.P 08AO35 007660 1/12/2009 3,205.00 $83.50 $85.00 $91.85 5739 TON HMA FOR PAVEMENT 08AO16 007669 1/20/2009 70.00 $185.00 $250.00 $140.00 REPAIR CL.1/2 IN. P 5739 TON HMA FOR PAVEMENT 08AO40 007674 1/26/2009 645.00 $95.00 $105.00 $155.00 REPAIR CL. 1/2 IN. P 5739 TON HMA FOR PAVEMENT 09A011 007738 4/13/2009 711.00 $78.00 $110.00 $90.00 REPAIR CL.1/2 IN. P 5739 TON HMA FOR PAVEMENT 09AO22 007765 5/4/2009 30.00 $120.00 $250.00 $150.00 REPAIR CL.1/2 IN. P 5739 TON HMA FOR PAVEMENT 08AO34 007843 10/1912009 126.10 $160.00 $220.00 $180.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 09AO23 007856 11/16/2009 1,643.00 $125.00 $122.40 $130.00 REPAIR CL.1/2 IN.P 5739 TON HMA FOR PAVEMENT 1OA007 007916 3/8/2010 310.00 $122.00 $103.52 $100.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 1OA009 007921 3/15/2010 402.00 $85.00 $125.00 $120.00 REPAIR CL. 1/2 IN.P 5739 TON' HMA FOR PAVEMENT 10A004 007925 3/22/2010_7.06` $150.00 $300.00 $685.00 REPAIR CL.1/2 IN. P 5739 TON HMA FOR PAVEMENT 1OA010 007938 4112/2010 160.00 $95.00 $110.00 $120.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 10A055 008051 11/15/2010 310.00 $150.00 $103.25 $156.00 REPAIR CL.1/2 IN.P 5739 TON HMA FOR PAVEMENT 1OA029 008052 11/22/2010 201.10 $126.00 $130.00 $180.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 1OA017 008053 11/22/2010 157.00 $95.00 $100.00 $220.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 1OA039 008055 11/22/2010 467.40 $85.00 $88.00 $116.00 REPAIR CL. 112 IN.P HMA FOR PAVEMENT 5739 ETON REPAIR CL. 112 IN.P 10A045 008060 11/29/201118.00 $200.00 $195.00 $240.00 5739 TON HMA FOR PAVEMENT 10A035 008103 2/28/2011 525.00 $135.00 $0.00 $0.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 1OA064 008112 3/14/2011 45.00 $134.00 $120.00 $135.00 REPAIR CL. 112 IN.P 5739 TON HMA FOR PAVEMENT 1OA038, 008114 3/21/2011 45.00 $90.00 $136.00 $121.00 REPAIR CL. 1/2 IN.P Standard Item Unit of Job Contract Planned Second Third Number Measure Item Description Number Number AD Date Quantity Low Bid Bid Bid 5739 TON HMA FOR PAVEMENT 1OA061 008116 3121/2011 1,813.00 $79.00 $80.00 $95.00 REPAIR CL. 1/2 IN. P 5739 TON HMA FOR PAVEMENT 1OA034 008128 4/412011 915.00 $70.00 $108.00 $70.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 11A003 008141 4/18/2011 154.00 $185.00 $400.00 $188.00 REPAIR CL. 1/2 IN.P 5739 TO HMA FOR PAVEMENT 10A060 008142 4/25/2011 920.40 $110.00 $95.00 $89.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 1lA025 008268 3/12/2012 6,570.00 $80.00 $119.90 $95.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 1lAO15 008286 4/2/2012 35.00 $145.00 $120.00 $700.00 REPAIR CL. 1/2 IN.P http://www.wsdot.wa.gov/biz/contaa/uba/sreport.cfm 5/3/2013 Unit Bid Analysis-Standard Items Report Page 7 of 23 R HMA FOR PAVEMENT 5739 TON REPAIR CL. 112 IN. P 11A009 008379 10/1/2012 240.00 $190.00 $90.00 $185.00 5739 ETON HMA FOR PAVEMENT REPAIR CL. 1/2 IN. P, 12A001 008423 2/4/2013 10.00 $216.00 $230.00 $205.00/ _ , 5739 TON HMA FOR PAVEMENT 12AO28 008438 2/25/2013 660.00 $155.00 $0,00 $0.00 REPAIR CL. 1/2 IN. P 5739 TON HMA FOR PAVEMENT 12AO12 008439 2/25/2013 2,360.00 $65.00 $115.00 $110.00 REPAIR CL.1/2 IN. P 5739 TON HMA FOR PAVEMENT 12AO26 008445 3/4/2013 1,110.00 $111.10 $75.00 $97.00 REPAIR CL. 1/2 IN.P 5739 TON HMA FOR PAVEMENT 12AO17 008457 3/25/2013 352.00 $115.00 $115.00 $150.00 REPAIR CL. 112 IN.P 5739 TON HMA FOR PAVEMENT 12AO16 008461 4/1/2013 1,145.00 $87.00 $105.00 $100.00 REPAIR CL.1/2 IN.P NWR AVERAGE LOW BID is $95.94 State AVERAGE LOW BID is $96.07 5766 TON HMA CL.3/8 IN.PG 58-22 12AO03 008271 3/19/2012 4,080.00 $83.00 $96.00 $0.00 NWR AVERAGE LOW BID is $83.00 State AVERAGE LOW BID is $73.01 5767 TON HMA CL.1/2 IN.PG 64-22 08A003 007573 5/27/2008 105.00 $209.55 $192.00 $220.00 5767 TON HMA CL.1/2 IN. PG 64-22 08A009 007621 10/6/2008 3,000.00 $103.50 $97.00 $104.00 5767 TON HMA CL.1/2 IN.PG 64-22 08AO25 007623 10/6/2008 200.00 $155.00 $140.00 $152.50 5767 TON HMA CL. 1/2 IN.PG 64-22 08AO22 007630 10/27/2008 9,683.00 $70.00 $84.00 $76.05 5767 TON HMA CL. 1/2 IN.PG 64-22 08AO17 007631 10/27/2008 34,430.00 $64.00 $65.00 $63.60 5767 TON HMA CL.1/2 IN.PG 64-22 08A015 007637 11/10/2008 57,703.00 $68.00 $69.00 $27.20 5767 TON HMA CL. 1/2 IN.PG 64-22 08A023 007639 11/1012008 6,040.00 $75.90 $71.65 $71.65 5767 TON HMA CL. 1/2 IN.PG 64-22 08AO20 007640 11/17/2008 27,867.00 $83.00 $80.80 $87.50 5767 TON HMA CL. 1/2 IN.PG 64-22 08AO20 007640 11/1712008 27,867.00 $83.00 $80.80 $87.50 5767 TON HMA CL. 1/2 IN.PG 64-22 08A037 007647 12/1/2008 1,200.00 $150.00 $120.00 $110.00 5767 TON HMA CL. 112 IN.PG 58-22 08A024 007648 12/8/2008 2,160.00 $100.00 $0.00 $0.00 5767 TON HMA CL. 1/2 IN.PG 64-22 08AO26 007653 12/15/2008 11,374.00 $71.10 $77.00 $84.00 5767 TON HMA CL.1/2 IN.PG 64-22 08AO35 007660 1/12/2009 5,740.00 $87.20 $75.00 $91.85 Standard Item Unit of Job Contract Planned Second Third Number Measure Item Description Number Number AD Date Quantity Low Bid Bid Bid 5767 TON HMA CL.1/2 IN.PG 64-22 08AO43 007661 1/12/2009 1,510.00 $75.00 $76.00 $98.00 5767 TON HMA CL. 1/2 IN.PG 64-22 08AO16 007669 1/20/2009 33,683.65 $74.00 $74.00 $83.00 5767 TON HMA CL.112 IN.PG 58-22 08AO41 007671 1/20/2009 11,030.00 $73.00 $71.00 $71.00 5767 TON HMA CL. 1/2 IN.PG 64-22 08A040 007674 1/26/2009 8,990.00 $71.00 $73.00 $80.00 5767 TON HMA CL. 1/2 IN. PG 58-22 09AO04 007699 3/2/2009 351.00 $135.00 $141.00 $135.00 5767 TON HMA CL.1/2 IN.PG 58-22 08AO19 007717 3/16/2009 1,210.00 $81.50 $81.00 $90.00 5767 TON HMA CL. 1/2 IN. PG 58-22 09A011 007738 4/13/2009 10,471.00 $66.00 $70.00 $70.00 5767 TON HMA CL.1/2 IN.PG 64-22 09A015 007741 4/13/2009 315.00 $115.00 $130.00 $142.00 5767 TON, HMA CL. 1/2 IN.PG 64-22 09AO14 007742 4/13/2009 323.00 $100.00 $130.00 $150.00 5767 TON HMA CL. 1/2 IN. PG 64-22 09A002 007752 4/27/2009 11,931.00 $65.00 $68.00 $70.00 5767 TON HMA CL.1/2 IN. PG 58-22 09AO06 007753 4/27/2009 12,400.00 $69.00 $67.00 $0.00 5767 TON HMA CL. 112 IN. PG 58-22 09AO07 007754 4/27/2009 250.00 $100.00 $82.00 $120.05 5767 TON HMA CL. 1/2 IN. PG 64-22 09A022 007765 5/4/2009 310.00 $110.00 $135.00 $110.00. 5767 TON HMA CL.1/2 IN. PG 58-22 08A044 007775 5/18/2009 82.00 $110.00 $235.00 $156.25 5767 TON HMA CL.1/2 IN.PG 64-22 09AO16 .007781 6/1/2009 40.00 $350.00 $0.00 $0.00 5767 TON HMA CL.1/2 IN.PG 64-22 09AO13 007801 6/29/2009 270.00 $300.00 $220.00 $250.00 5767 TON HMA CL.1/2 IN.PG 64-22 08AO34 007843 10/1912009 3,570.00 $88.20 $84.00 $91.00 http://www.wsdot.wa.gov/biz/contaa/uba/sreport.cfm 5/3/2013 a, Unit Bid Analysis-Standard Items Report Page 3 of 6 5100 TON COURSE 09AO22 007765 5/412009 15.00 ��$17.00 $70.00 $100.00 5100 TON tCRUSHED SURFACING BASE 09AO10 007786 6/15/2009 30.00 $40.00 $22.00 $20.00 COURSE 5100 TON CRUSHED SURFACING BASE 08AO34 007843 10/19/2009 1,396.00 $25.40 $23.00 $25.00 COURSE 5100 TON CRUSHED SURFACING BASE 09A809 007844 .10/19/2009 360.00 $20.00 $39.30 $32.00 COURSE 5100 TON CRUSHED SURFACING BASE 09A803 007847 10/26/2009 23,774.00 $25.50 $26.00 $25.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO23 007856 11/16/2009 3,344.00 $18.50 $20.64 $22.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO18 007859 11/23/2009 15,480.00 $12.35 $10.50 $10.90 COURSE 5100 TON CRUSHED SURFACING BASE 09AO27 007870 12/14/2009 3,570.00 $25.00 $21.00 $22.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO21 007874 12/21/2009 6,130.00 $17.00 $19.60 $22.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO25 007875 12/21/2009 3,200.00 $21.00 $20.70 $21.20 COURSE 5100 TON CRUSHED SURFACING BASE 09AO28 007881 12/28/2009 125.20 $70.00 $37.65 $65.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO33 007894 2/1/2010 580.00 $16.00 $20.00 $17.60 COURSE 5100 TON CRUSHED SURFACING BASE 10A005 007902 2/16/2010 250.00 $65.00 $25.00 $45.30 COURSE 5100 TON CRUSHED SURFACING BASE 09AO24 007911 3/1/2010 2,210.00 $19.25 $14.53 $19.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA007 007916 3/8/2010 3,310.00 $22.50 $16.34 $17.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO32 007917 3/8/2010 767.00 $20.00 $29.94 $30.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA003 007919 3/15/2010 32.00 $150.00 $61.00 $75.00 COURSE 5100 TON CRUSHED SURFACING BASE COURSE 09AO09 007920 3/15/2010 17,050.00 $18.00 $14.20 $13.55 5100 TON CRUSHED SURFACING BASE 1OA009 007921 3/15/2010 212.00 $38.00 $38.00 $30.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA004 007925 3/2212010 45.00 ' $45.00 $45.00 $80.00 COURSE 5100 TON CRUSHED SURFACING BASE 09A802 007936 4/12/2010 25,744.00 $12.00 $12.00 $13.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A010 007938 4/12/2010 15,910.00 $14.55 $15.00 $14.51 COURSE 5100 TON CRUSHED SURFACING BASE 1 OA013 007940 4/12/2010 135.00 $30.00 $40.00 $30.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA018 007941 411212010 295.00 $24.00 $24.00 $15.00 COURSE 5100 TON CRUSHED SURFACING BASE 09AO30 007945 4/26/2010 17,347.00 $15.50 $16.00 $19.00 COURSE 5100 TON CRUSHED SURFACING BASE COURSE 10A008 007948 4/26/2010 8,526.00 $16.00 $15.00 $15.00 Standard Item Unit of Job Contract Planned Low Second Third Number Measure Item Description Number Number AD Date Quantity Bid Bid Bid 5100 TON CRUSHED SURFACING BASE 1OA001 007962 5/24/2010 3,055.00 $21.20 $19.00 $18.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A025 007980 6/28/2010 130.00 $60.00 $35.40 $100.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A021 008012 9/13/2010 4,510.00 $17.70 $15.00 $15.00 COURSE 5100 TON CRUSHED SURFACING BASE COURSE 10A019 008048 11/812010 305.00 $50.00 $50.00 $38.00 http://www.wsdot.wa.gov/biz/contaa/uba/sreport.cfm 5/3/2013 Unit Bid Analysis-Standard Items Report Page 4 of 6 r CRUSHED SURFACING BASE 5100 TON COURSE 10A055 008051 11/15/2010130.00 $27.00 $50.00 $40.00 CRUSHED SURFACING BASE 5100 TON 10A029 008052 11/22/2010 333.00 $25.00 $46.00 $88.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA017 008053, 11/22/2010 4,305.00 $24.00 $17.80 $22.00 COURSE 5100 TON CRUSHED SURFACING BASE COURSE 1OA039 008055 11/22/2010 498.00 $15.00 $15.00 $25.00 5100 TON CRUSHED SURFACING BASE 1OA045 008060 11/29/2011 2,760.00 $26.00 $16.40 $18.75 COURSE 5100 TON CRUSHED SURFACING BASE 1OA040 008065 12/6/2010 6,980.00 $10.50 $12.55 $12.25 COURSE 5100 TON CRUSHED SURFACING BASE 1OA047 008077 1/3/2011 12,670.00 $12.50 $15.00 $12.00 COURSE 5100 TON CRUSHED SURFACING BASE COURSE . 10A052 008080 1/10/2011 ,10.00,.1 $40.00 $65.00 $12500 r � • 5100 TON CRUSHED SURFACING BASE COURSE 10A048 008086 1/31/2011 3,210.00 $12.11 $22.00 $15.85 5100 TON CRUSHED SURFACING BASE 1OA033 008089 2/7/2011 330.00 $19.80 $24.00 $20.00 COURSE 5100 TON CRUSHED SURFACING.BASE 1OA063 008099 2/22/2011 1,110.00 $22.00 $26.00 $22.50 COURSE 5100 TON CRUSHED SURFACING BASE 10A014 008101 2/22/2011 1,926.00 $19.00 $28.00 $30.00 COURSE 5100 TON CRUSHED SURFACING BASE 1 OA035 008103 2/28/2011 937.00 $32.00 $0.00 $0.00 COURSE 5100 TON CRUSHED SURFACING BASE 10A064 008112 3/14/2011 54.90 $29.00 $25.00 $40.00 COURSE 5100 TON CRUSHED SURFACING BASE COURSE 10A038 008114 3/21/2011 60.00 $25.00 $30.00 $52.50 5100 TON CRUSHED SURFACING BASE 1OA061 008116 3/21/2011 2,689.00 $24.00 $10.00 $20.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA034 008128 4/4/2011 88,936.00 $16.55 $15.00 $14.50 COURSE 5100 TON CRUSHED SURFACING BASE , 1lAO02 008130 4/4/2011 1,779.00 $30.00 $24.00 $22.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA046 008140 4/18/2011 99,220.00 $16.00 $14.80 $18.00 COURSE 5100 TON CRUSHED SURFACING BASE 11AO03 008141 4/1812011 6,943.00 $21.00 $15.75 $23.00 COURSE 5100 TON CRUSHED SURFACING BASE 1OA060 008142 4/25/2011 781.00 $29.00 $40.00 $37.85 COURSE 5100 TON CRUSHED SURFACING BASE 1OA066 008170 5/23/2011 555.00 $28.00 $0.00 $0.00 COURSE 5100 TON COURSED SURFACING BASE 11A013 008211 8/22/2011 37.00 $145.00 $80.00 $72.00 5100 TON CRUSHED SURFACING BASE 10A042 008222 1013/2011 15,749.00 $15.75 $13.50 $15.50 COURSE 5100 TON CRUSHED SURFACING BASE 11A018 008233 12/5/2011 101.00 $90.00 $46.00 $25.00 COURSE 5100 TON CRUSHED SURFACING BASE 11AO14 008239 12/19/2011 1,076.00 $38.00 $40.93 $13.00 COURSE 5100 TON CRUSHED SURFACING BASE 11A017 008252 2/13/2012 32.00 $78.00 $65.00 $53.00 COURSE 5100 TON CRUSHED SURFACING BASE 11A025 008268 3/12/2012 6,479.00 $28.00 $18.90 $32.00 COURSE 5100 TON CRUSHED SURFACING BASE 11A026 008269 3112/2012 430.00 $24.00 $25M $18.00 COURSE Standard Item Unit of Job Contract Planned Low Second Third Number Measure Item Description Number Number AD Date Quantity Bid Bid Bid 5100 TON CRUSHED SURFACING BASE 12AO03 008271 3/19/2012 640.00 $65.00 $58.00 $0.00 L http://www.wsdot.wa.gov/biz/contaa/uba/sreport.cfm 5/3/2013