City of Valdez REQUEST FOR QUOTES. Project Name: Lowe River Levee Certification Groin 1 Freeboard Repairs PO Number: Cost Code:

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---July 19, 2017--- Dear Contractor: City of Valdez REQUEST FOR QUOTES Project ame: Lowe River Levee Certification Groin 1 Freeboard Repairs PO umber: 74818 Cost Code: 30-070-000 This project

1 ---July 19, Dear Contractor: City of Valdez REQUEST FOR QUOTES Project ame: Lowe River Levee Certification Groin 1 Freeboard Repairs PO umber: Cost Code: This project includes, but is not necessarily limited to: Place 160 cubic yards of owner provided class III riprap and 0 cubic yards of owner provided type 3 fill material on groin 1 in Alpine Woods subdivision. Perform all work in accordance with attached page plan set provided by AECOM. A copy of the quote schedule is attached for your use in submitting quotes. Quotes will be accepted until 10:00am local time on Wednesday, August 2, 2017, at the office of the Capital Facilities Director, 300 Airport Road, Suite 201, PO Box 307, Valdez, Alaska Quotes will be accepted via , fax, or in person. Fax number: There will be a non-mandatory Pre-Quote meeting at 10:00am local time on July 26, 2017 at the office of the Capital Facilities Director, 300 Airport Road, Suite 201, PO Box 307, Valdez, Alaska The City s Project Manager is Scott Benda; sbenda@ci.valdez.ak.us. All work shall be completed within 30 days of the TP in accordance with the Specifications and/or Plans. Liquidated damages will be assessed in the amount of five hundred dollars ($00.00) for each calendar day the project remains incomplete past the completion date. All bidders should visit the site and view existing conditions before submitting quotes. The following items must be included within your quote: 1. Copy of current Alaska Contractor License. 2. Copy of current Alaska Business License. The City reserves the right to waive any irregularities or informalities in a quote, to reject any and all quotes without cause, and to re-solicit for quotes. The current minimum prevailing wage rates as published by the Alaska Department of Labor must be paid if required by law. The requirement of the Alaska Employment Preference Act (AS 36.10) must be met in performing the work of this Quote. Certified payrolls must be submitted to the Alaska Department of Labor. Work shall be completed in accordance with the attached specifications titled Lowe River Levee Certification Groin 1 Freeboard Repair Materials the City of Valdez Standard Specifications and Standard Details (dated April 2003), and Division 10- Standard General Provisions, Section Measurement and Payment for all work described in the Scope of Work. An electronic copy can be viewed on our Website at: If you have any further questions or comments, please do not hesitate to contact the assigned project manager.

2 City of Valdez Addendum Acknowledgement Project: Lowe River Levee Certification Groin 1 Freeboard Repairs PO umber: The bidder acknowledges receipt of the following addenda and certifies that their contents have been considered in the preparation of this Bid. If there are no addendums please state OE above your name. Company ame Authorizing ame Date Title Signature

3 Item o Quote Schedule page 1 of 2 Project: Lowe River Levee Certification Groin 1 Freeboard Repairs PO umber: Item Description Quantity Unit Unit Price Total Item Price Mobilization, demobilization Environmental, sediment control Construction survey As-built survey Place Riprap, class III* Place Type III fill* All Req d All Req d All Req d All Req d 160 CY 0 CY *Class III riprap and type III gravel has been provided by the City of Valdez under a separate material procurement contract and has been stockpiled at the project site.

4 Quote Schedule page 2 of 2 Project: Lowe River Levee Certification Groin 1 Freeboard Repairs PO umber: Total Quote Amount: dollars cents ($ ) I,, hereinafter called Quoter, an individual doing business as, (strike out inapplicable words:) a partnership, a corporation incorporated in the State of Alaska, a joint venture, hereby submits this quote and agrees: to hold this quote open for forty five (4) days, to accept the provisions of the Request for Quotes, to accomplish the work in accordance with the plans and/or specifications, for the lump sum and unit price amounts as set forth in this quote schedule. Respectfully submitted this day of, 201 QUOTER: Company ame Address City, State, Zip Code Telephone umber Federal I.D. or S.S.. Authorizing ame Title Signature Address CORPORATE SEAL ATTEST: Signature of Corporate Sec. Print ame

W E CITY OF VALDEZ LOWE RIVER LEVEE CERTIFICATIO GROI 1 FREEBOARD REPAIR REPAIR AREA SCHEDULE OF DRAWIGS PROVIDE ALL LABOR, TOOLS, EQUIPMET, AD SUPERVISIO

THE PROJECT WILL ICLUDE PLACEMET OF TYPE III GRAVEL, AD CLASS III RIPRAP, AS IDICATED I THE PROJECT DRAWIGS.

5 W E CITY OF VALDEZ LOWE RIVER LEVEE CERTIFICATIO GROI 1 FREEBOARD REPAIR REPAIR AREA SCHEDULE OF DRAWIGS PROVIDE ALL LABOR, TOOLS, EQUIPMET, AD SUPERVISIO AS REQUIRED TO ICREASE THE TOP ELEVATIO OF THE WEST ED OF GROI 1 LEVEE. THE FILL THICKESS IS ESTIMATED TO BE BETWEE 8 AD 18 ICHES. THE PROJECT WILL ICLUDE PLACEMET OF TYPE III GRAVEL, AD CLASS III RIPRAP, AS IDICATED I THE PROJECT DRAWIGS. TYPE III GRAVEL AD CLASS III RIPRAP MATERIALS WILL BE TRASPORTED AD STOCKPILED O SITE UDER A SEPARATE MATERIAL PROCUREMET COTRACT. LOWE RIVER LEVEE SYSTEM CERTIFICATIO GROI 1 FREEBOARD REPAIRS TITLE SHEET G1 FOR COSTRUCTIO 1

W RICHARD E SO HIG HWAY WI LD ER E S OW FL AK E SS L CR ALDER WAY DL CHALET DR W 112 B3 L 111 11 12 107 S 204 13 203 108 DRAWIG PATH: PLOTTED:6/28/2017 8:43 AM ORTHIG 277978.24 278193.16 278222.

62 278328.79 278272.60 27803.0 278472.91 278616.12 278669.7 27878.76 27811.41 278701.34 EASTIG 1638102.97 1638811.8 1639341.43 1639614.41 1640224.39 1641812.28 164091.29 1636193.6 163662.74 1637344.

77 1640324.6 1641744.3 1636639.00 1636633.4 1637330.32 ELEVATIO 186.19 188.03 192.06 194.81 197.0 207.7 203.2 171.73 177.0 179.9 180.18 178.8 171.88 169.64 169.8 203.7 209.4 179.94 172.84 181.49 18.

6 W RICHARD E SO HIG HWAY WI LD ER E S OW FL AK E SS L CR ALDER WAY DL CHALET DR W 112 B3 L S DRAWIG PATH: PLOTTED:6/28/2017 8:43 AM ORTHIG EASTIG ELEVATIO DESCRIPTIO "VIXE" FD 112" AC FD PROPERTY CORER, # R/B SET 2"AC FD PROPERTY CORER FD PROPERTY CORER RP1, SET # R/B W/ 2"AC RP2, SET # R/B W/ 2"AC RP1, SET # R/B W/ 2"AC RP2, SET # R/B W/ 2"AC RP1, SET 12" SPK RP2, SET 12" SPK RP1, SET 12" SPK RP2, SET 12" SPK RP, SET # W/ 2"AC RP1, SET # W/ 2"AC RP1, SET # R/B W/ 2"AC RP2, SET # R/B W/ 2"AC RP1, SET 2"AC POIT TABLE POIT UMBER CT HORIZOTAL COTROL: HORIZOTAL COTROL IS I ALASKA STATE PLAE COORDIATE SYSTEM ZOE 3, U.S. SURVEY FEET. ESTABLISHED FROM GPS OBSERVATIOS I OVEMBER, 2007 FROM COTROL POIT "VAL" A ALASKA DEPARTMET OF TRASPORTATIO BRASS CAP MOUMET, HAVIG A ORTHIG VALUE OF 2,603, FT, AD A EASTIG VALUE OF 1,76, FT. GROI 1 FREEBOARD REPAIRS SURVEY COTROL DRAWIG B3 L6 ES VALDEZ, ALASKA 106 R LOWE RIVER LEVEE SYSTEM CERTIFICATIO IL DE 113 CITY OF VALDEZ TRACT A OTES / REVISIOS: ORDIC DR WHISPERIG SPRUCE DR ASPE WAY CO O WO O TT PROJECT o: DATE: DESIGED: DRAW BY: VERTICAL COTROL: VERTICAL COTROL IS BASED O COTROL POIT "VIXE" HAVIG A ASSUMED VALUE OF FEET. CHECKED BY: SHEET: G2 PAGE: FOR COSTRUCTIO 2 OF REV. /11/2009

7 16.0' C ALIGMET L BID SCHEDULE ITEM UIT MOBILIZATIO DEMOBILIZATIO QUATITY ALL REQUIRED 2.0' 6.0' 8.0' PROFILE ELEVATIO (BASE- FLOOD ELEVATIO PLUS 4 FT.) TYPE III GRAVEL 2:1 TYPICAL EXISTIG GROUD EVIROMETAL, SEDIMET COTROL COSTRUCTIO SURVEY AS-BUILT SURVEY RIPRAP, CLASS III * TYPE III FILL * ALL REQUIRED ALL REQUIRED ALL REQUIRED 160 CY 0 CY 700 G STREET, SUITE 00 ACHORAGE, AK 9901 TEL: (907) FAX: (907) CLASS III RIP RAP *CLASS III RIPRAP AD TYPE III GRAVEL WILL BE PROVIDED BY OTHERS UDER A SEPARATE MATERIAL PROCUREMET COTRACT AD STOCKPILED AT THE PROJECT SITE. QUATITIES ARE THE AMOUTS SPECIFIED I THE MATERIAL PROCUREMET COTRACT. OTE: REMOVE ORGAIC MATERIALS FROM FILL AREAS PRIOR TO PLACEMET OF FILL MATERIALS A C1 TYPICAL SECTIO SCALE: OT TO SCALE OTES / REVISIOS: GEERAL OTES PLOTTED:6/28/2017 8:33 AM DRAWIG PATH: G:\PROJECTS\ Lowe River Levee System Certification\403 Permit Drawings\Freeboard Repairs\C1 Sections & General otes06017.dwg RIPRAP CLASS III RIPRAP MATERIALS WILL BE PROVIDED UDER A SEPARATE COTRACT AD STOCKPILED O SITE. THE RIPRAP MATERIAL SHALL BE COSTRUCTED AT THE LOCATIOS AD TO THE LIES AD GRADES IDICATED O THE PLAS. TYPE 3 CLASSIFIED FILL TYPE III MATERIALS WILL BE PROVIDED UDER A SEPARATE COTRACT AD STOCKPILED O SITE. THE TYPE III MATERIAL SHALL BE COSTRUCTED AT THE LOCATIOS AD TO THE LIES AD GRADES IDICATED O THE PLAS. THE MATERIAL SHALL BE PLACED AD SPREAD UIFORMLY I SUCCESSIVE HORIZOTAL LAYERS OT EXCEEDIG TWELVE (12) ICHES I LOOSE THICKESS. THE LAYERS SHALL BE CARRIED UP FULL WIDTH FROM THE BOTTOM OF THE FILL TO AVOID THE ECESSITY OF WIDEIG THE EDGES AFTER THE CETER HAS BEE BROUGHT TO GRADE. WATER OR AERATE THE MATERIAL TO ESURE EACH LAYER CA BE COMPACTED TO FORM A DESE MASS, FREE OF PUMPIG. COMPACT EACH LAYER UIFORMLY WITH A MIIMUM OF FOUR FULL COVERAGES USIG THE SPECIFIED SMOOTH DRUM VIBRATORY ROLLER. IT IS ATICIPATED THAT TYPE III FILL WILL COSIST OF A MIX OF ROUDED COBBLES, GRAVEL AD SAD. COMPACTIO EQUIPMET FOR EMBAKMET FILL SHALL BE A VIBRATORY ROLLER HAVIG A SMOOTH DRUM, EXERTIG A DYAMIC FORCE OF AT LEAST 30,000 POUDS PER IMPACT AD OPERATIG AT A FREQUECY OF AT LEAST 1,000 VIBRATIOS PER MIUTE. LIMIT ROLLER SPEED TO O MORE THA 1 ½ MPH. IF THE EMBAKMET FILL MATERIAL VARIES FROM THAT ATICIPATED, THE COTRACTOR MAY SELECT COMPACTIO EQUIPMET MORE APPROPRIATE FOR THE MATERIAL TYPE PROVIDIG THE SAME COMPACTIVE FORCE. THE SELECTED COMPACTIO EQUIPMET MUST BE APPROVED BY THE EGIEER. APPLICABLE STADARDS AD SPECIFICATIOS ALL FEDERAL STATE AD LOCAL CODES, REGULATIOS, AD STADARDS PLUS THE FOLLOWIG LATEST VERSIOS ARE PART OF THESE PLAS AD SPECIFICATIOS. CITY OF VALDEZ STADARD SPECIFICATIOS 201 STATE OF ALASKA STADARD SPECIFICATIOS FOR HIGHWAY COSTRUCTIO STATE OF ALASKA 18ACC70 WATER QUALITY REGULATIOS. EVIROMETAL PROTECTIO THE COTRACTOR SHALL PROVIDE EVIROMETAL PROTECTIO AD TEMPORARY EROSIO AD POLLUTIO COTROL AT ALL EXCAVATIO SITES. TEMPORARY STREAM DIVERSIO AD OR SILT FECES AS REQUIRED TO MIIMIZE ITRUSIO OF SEDIMETATIO ITO WATER BODIES. THE EXISTIG STREAMS SHALL BE ISOLATED FROM THE WORK AREAS BY SILT FECES. PROVISIOS SHALL BE MADE TO MIIMIZE THE ITRUSIO OF SEDIMET ITO THE LOCAL WATER BODIES. SURVEY REQUIREMETS GEERAL REQUIREMETS MEASUREMET FOR PAYMET OF FILL MATERIALS PLACED WILL BE VERIFIED BY MEASURED QUATITIES, BASED O PRE/POST CROSS SECTIO SURVEYS PERFORMED BY A LICESED LAD SURVEYOR. IT SHALL BE THE COTRACTOR S RESPOSIBILITY TO DETERMIE THAT ALL COSTRUCTIO SURVEYIG WORK REQUIRED IS COMPLETED I STRICT COFORMITY WITH CITY OF VALDEZ STADARD SPECIFICATIOS, DIVISIO 6, STADARD COSTRUCTIO SPECIFICATIOS FOR COSTRUCTIO SURVEY. COSTRUCTIO SURVEY REQUIREMETS THE COTRACTOR SHALL PLACE COTROL STAKES O EACH SIDE OF, AD BEYOD THE LIMITS OF, THE PROPOSED FILL LIMITS. STAKES WILL BE SET AT ITERVALS OT TO EXCEED FIFTY (0) FEET. THESE SHALL BE MARKED WITH THE STATIO, OFFSET, AD FILL TO DESIG GRADE. THE COTRACTOR'S SURVEYOR SHALL TAKE CROSS SECTIOS AT EACH OF THE STAKED FIFTY FOOT STATIOS PRIOR TO PLACEMET OF FILL MATERIALS. CROSS SECTIOS SHALL COSIST OF TOPO SHOTS O CETERLIE, ITERMEDIATE BREAKS, SHOULDER BREAKS, AD BEYOD THE FILL LIMITS OF THE PROJECT O THE FROT AD BACK SIDE SLOPES. AS-BUILT SURVEY REQUIREMETS FOLLOWIG FIAL PLACEMET OF FILL MATERIALS THE COTRACTOR'S SURVEYOR SHALL PERFORM A AS-BUILT SURVEY COSISTIG OF TOPO SHOTS TAKE AT CETERLIE, SHOULDER BREAKS, ITERSECTIO OF TYPE III TO CLASS III RIPRAP, AD AT POITS WHERE EW FILL MATERIAL MATCHES EXISTIG GROUD (FROT AD BACK SIDE OF LEVEE). CROSS SECTIOS SHALL BE TAKE O THE EVE FIFTY FOOT STATIO ITERVALS CORRESPODIG TO STATIOS THAT WERE STAKED I THE PRE-COSTRUCTIO SURVEY. AS-BUILT TOPO SHOTS SHALL BE TAKE TO THE EAREST OE HUDREDTH OF A FOOT. THE SURVEY SUB-COTRACTOR SHALL SUBMIT A SURVEY POIT FILE TO THE CITY OF VALDEZ WITHI FIVE DAYS FOLLOWIG FIAL PLACEMET OF FILL MATERIALS. CITY OF VALDEZ PROJECT o: DATE: DESIGED: DRAW BY: CHECKED BY: SHEET: PAGE: FOR COSTRUCTIO LOWE RIVER LEVEE SYSTEM CERTIFICATIO VALDEZ, ALASKA /0/17 PC MB 3 C1 OF GROI 1 FREEBOARD REPAIRS TYPICAL SECTIOS, OTES, AD BID SCHEDULE REV. /11/2009

8 1 STA GROI 1 PLA VIEW C2 SCALE: 1' = 40' STA GROI1 PROFILE VIEW C2 SCALE: 1H=10V G:\PROJECTS\ Lowe River Levee System Certification\403 Permit Drawings\Freeboard Repairs\Freeboard repair dwg -0.0% -0.74% V.P.I.STA ELEV.=191.00' V.P.I.STA ELEV.=192.00' W E FREEBOARD REPAIR AREA (SHADED) STA to FREEBOARD REPAIR AREA (SHADED) STA to 13+0 P.I. STA P.I. STA P.I. STA P.I. STA BASE FLOOD ELEVATIO PLUS 4 FEET BASE FLOOD ELEVATIO % 200 FOOT FLOOD COTROL EASEMET P.I. STA P.I. STA P.I. STA FOOT FLOOD COTROL EASEMET V.P.I.STA ELEV.=193.00' DESIG SURVEY ELEVATIO FOR COSTRUCTIO /31/17 PC MB C2 4 LOWE RIVER LEVEE SYSTEM CERTIFICATIO GROI 1 FREEBOARD REPAIRS PLA & PROFILE STA G STREET, SUITE 00 ACHORAGE, AK 9901 TEL: (907) FAX: (907)

9 1 STA GROI 1 PLA VIEW C3 SCALE: 1' = 40' STA GROI 1 PROFILE VIEW C3 SCALE: 1H=10V G:\PROJECTS\ Lowe River Levee System Certification\403 Permit Drawings\Freeboard Repairs\Freeboard repair dwg -0.88% -0.9% V.P.I. STA ELEV.=186.3' V.P.I. STA ELEV.=187.00' V.P.I.STA ELEV.=188.00' P.I. STA FOOT FLOOD COTROL EASEMET BASE FLOOD ELEVATIO PLUS 4 FEET BASE FLOOD ELEVATIO % V.P.I.STA ELEV.=189.00' FREEBOARD REPAIR AREA (SHADED) STA to FOOT FLOOD COTROL EASEMET P.I. STA DESIG SURVEY ELEVATIO % P.I. STA P.I. STA P.I. STA V.P.I STA ELEV.=190.00' P.I. STA FOR COSTRUCTIO P.I. STA W E /31/17 PC MB C3 LOWE RIVER LEVEE SYSTEM CERTIFICATIO GROI 1 FREEBOARD REPAIRS PLA & PROFILE STA G STREET, SUITE 00 ACHORAGE, AK 9901 TEL: (907) FAX: (907)

Greenman-Pedersen, Inc. C-2. Engineering and Construction Services

Greenman-Pedersen, Inc. C-2. Engineering and Construction Services ITEM O DESCRIPTIO UIT ESTIMATED QUATITY 201.06 CLEARIG AD GRUBBIG LS EC 203.02 UCLASSIFIED EXCAVATIO AD DISPOSAL CY 710 203.03 EMBAKMET I-PLACE CY 1695 203.07 SELECT GRAULAR FILL CY 400 C205.01 YSERDA