W912PL-17-R-0046_Amendment0002_Specifications.pdf
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICIATION NO.
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPIRATION DATA (If required)
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
NSN 7540-01-152-8070
Previous edition unusable
0002 Jul 20, 2017
W912PL
USACE, Los Angeles District 915 Wilshire Boulevard, Suite 930 Los Angeles, California 90017-3401 Attn:Contracting Division CESPL-CT-W
SEE ITEM 6
W912PL-17-R-0046
Jun 30, 2017
Santa Ana River Mainstem, Lower Santa Ana River Reach 9, BNSF Railroad Bridge Protection, Riverside County, California.
Amendment issued to revise the Proposal due date to August 14, 2017, 2:00 PM and provide the following revisions to the above-referenced solicitation: see continuation page
INSTRUCTIONS
Instructions for items other than those that are self-explanatory, are as follows:
Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.
Item 3 (Effective date) .
(1)
(2)
(3)
(4)
(5)
For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.
For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.
For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.
For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.
For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.
(a)
(b)
(c)
(d)
(e)
(f)
Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.
Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.
Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.
Item 12 (Accounting and Appropriation Data) .
When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.
(2) Accounting classification Net decrease $
Include subject matter or short title of solicitation/contract where feasible.
Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.
(i)
NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".
Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)
Item 14 (Description of Amendment/Modification) .
Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:
Total contract price increased by $
Total contract price decreased by $
Total contract price unchanged.
State reason for modification.
When removing, reinstating, or adding funds, identify the contract items and accounting classifications.
When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --
A reference to the letter determination; and
A statement of the net amount determined to be due in settlement of the contract.
(g)
(h)
(i)
(ii)
(1)
(2)
(3)
(4)
(5)
(6)
(i)
(ii)
(iii)
STANDARD FORM 30 (REV. 10-83) BACK
(1) Accounting classification Net increase $
BNSF Railroad Bridge Protection Riverside County, California W912PL-17-R-0046
SF 30 CONTINUATION PAGE 1
20 July 2017 Amendment 0002
SF 30 BLOCK 14 CONTINUATION
SUMMARY OF CHANGES
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
Section Number Section Title
SF 1442 SOLICITATION, OFFER, AND AWARD
00 10 00 CONTRACT LINE ITEM PRICING SCHEDULE
00 22 00 SUPPLEMENTARY INSTRUCTIONS
00 73 00 SUPPLEMENTARY CONDITIONS
DIVISION 01 – 48 - TECHNICAL SPECIFICATIONS
Section Number Section Title
01 11 00 SUMMARY OF WORK
01 22 00 PRICE AND PAYMENT PROCEDURES
SUBMITTAL REGISTER
01 45 00.00 10 QUALITY CONTROL
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 57 30 DEWATERING AND DIVERSION AND CONTROL OF WATER
31 00 00 EARTHWORK
31 03 00 GEOTECHNICAL INSTRUMENTATION AND MONITORING
31 66 16.46 SLURRY DIAPHRAGM FOUNDATION WALLS
DRAWINGS
Sheet Number
Sheet Title File Number
T‐2A INDEX TO CONTRACT DRAWINGS 1 OF 2 239/3732 REV B
T‐2B INDEX TO CONTRACT DRAWINGS 2 OF 2 239/3733 REV B
C‐E2 PROTECTION ON EAST SIDE PROFILE FOR CONTROL LINE E1 239/3747 REV B
C‐E10 PROTECTION ON EAST SIDE CROSS SECTIONS 239/3755 REV B
C‐SD3 SIDE DRAIN AT EAST BANK PROTECTION 24 INCH DIA. RCP, STA.
37+85.20 PLAN AND PROFILE
239/3773 REV B
C‐RW2 CONTRACT OPTION: WEST ACCESS ROAD PLAN AND PROFILE STA
17+25 TO STA 23+72
239/3778 REV B
C‐RW3 CONTRACT OPTION: WEST ACCESS ROAD PLAN AND PROFILE STA
8+64.69 TO STA 17+25
239/3779 REV B
Riverside County, California W912PL-17-R-0046
SF 30 CONTINUATION PAGE 2
DRAWINGS (CONT.)
Sheet Number
Sheet Title File Number
S‐2 GENERAL PLAN 239/3790 REV B
S‐8 EAST CONCRETE SLURRY DIAPHRAGM WALL AND TIEBACKS PLAN 239/3796 REV B
S‐14 EAST & WEST ABUTMENT CONCRETE SLURRY DIAPHRAGM WALL 239/3803 REV B
M‐2 PERMANENT GOLF BALL PROTECTION FENCE DETAILS 239/3829 REV B
M‐14 GOLF COURSE IRRIGATION & ELECTRICAL UTILITY RELOCATION
STANDARD DETAILS
239/3841 REV B
W912PL-17-R-0046BNSF Railroad Bridge Protection Riverside County, California
PROJECT TABLE OF CONTENTS Page 1
PROJECT TABLE OF CONTENTS
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
SF-1442 Am2
00 01 05 CERTIFICATION PAGE
00 10 00 BIDDING SCHEDULE Am1 Am2
00 21 16 INSTRUCTIONS TO PROPOSERS
00 22 00 SUPPLEMENTARY INSTRUCTIONS Am2
00 22 16 SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS
00 45 00 REPRESENTATIONS AND CERTIFICATIONS
00 70 00 CONDITIONS OF THE CONTRACT Am1 00 73 00 SUPPLEMENTARY CONDITIONS Am1 Am2 00 73 16 DISTRICT INSURANCE REQUIREMENTS Am1 00 73 46 DAVIS BACON WAGE DETERMINATIONS Am1
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK Am1 Am2
01 22 00 PRICE AND PAYMENT PROCEDURES Am1 Am2
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 QUALITY CONTROL Am2
01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS Am2 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS Am1 Am2 01 57 30 DEWATERING AND DIVERSION AND CONTROL OF WATER Am1 Am2
01 78 00 CLOSEOUT SUBMITTALS
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
DIVISION 03 - CONCRETE
03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING
03 20 00.00 10 CONCRETE REINFORCING
03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS
03 31 02 CONCRETE FOR SLURRY DIAPHRAGM FOUNDATION WALLS
03 36 00 GROUTING STONE PROTECTION
DIVISION 05 - METALS
05 05 23.16 STRUCTURAL WELDING
05 50 14 STRUCTURAL METAL FABRICATIONS
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK Am2 31 03 00 GEOTECHNICAL INSTRUMENTATION AND MONITORING Am1 Am2
31 05 22 GEOTEXTILES USED AS FILTERS
31 11 00 CLEARING AND GRUBBING
31 62 16.16 STEEL H-PILES
31 66 16.46 SLURRY DIAPHRAGM FOUNDATION WALLS Am2
31 68 13 SOIL AND ROCK ANCHORS
W912PL-17-R-0046BNSF Railroad Bridge Protection
PROJECT TABLE OF CONTENTS Page 2
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 11 23 AGGREGATE BASE COURSE
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
32 31 13 FENCES AND GATES
32 84 24 IRRIGATION SPRINKLER SYSTEMS
32 92 19 SEEDING
32 92 23 SODDING
32 93 00 EXTERIOR PLANTING
DIVISION 33 - UTILITIES
33 40 00 STORM DRAINAGE UTILITIES
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
35 31 19 STONE PROTECTION
ATTACHMENTS
Attachment 1 - Green River Golf Club Access Driveway Knuckle fill Extension and Aliso Creek Bridge
Attachment 2 - Golf Course Irrigation and Electrical Utility Relocations
-- End of Project Table of Contents –
SOLICITATION, OFFER,
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION
SEALED BID (IFB)
NEGOTIATED (RFP)
3. DATE ISSUED PAGE OF PAGES
IMPORTANT - The "offer" section on the reverse must be fully completed by the offeror.
4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER
7. ISSUED BY CODE 8. ADDRESS OFFER TO
9. FOR INFORMATION CALL
A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)
SOLICITATION
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date):
11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)
12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.)
12B. CALENDAR DAYS
YES NO
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee is, is not required.
C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.
NSN 7540-01-155-3212
Designed using Perform Pro, WHS/DIOR, Oct 96
1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)
Prescribed by GSA - FAR (48 CFR) 53.236-1(d)
W912PL-17-R-0046
X
30 JUNE 2017 1 OF 2
USACE, Los Angeles District Contracting Division, West Region Branch 915 Wilshire Blvd Los Angeles, CA 90017
See Item 7
Michael G. Robinson 213.452.3311
Santa Ana River Mainstem, Lower Santa Ana River - BNSF Railroad Bridge Protection, Riverside County, California.
The project consists of constructing slurry concrete diaphragm walls for scour protection of the BNSF Railroad Bridge just downstream of Prado Dam on the Santa Ana River, Corona, CA. The design incorporates diaphragm walls to protect the bridge piers and abutments from long-term and localized scour with hydromill deep foundation trench excavation techniques to facilitate construction. Diaphragm walls around the existing piers will be 3' thick and varies from 32' to 47' deep. The abutment protection diaphragm walls will be 4' thick and varies from 34' to 92' deep. The deeper walls will need to be constructed under the RR bridge with approx. 25' vertical clearance. The bridge piers will also be protected with pier nose extension CIP walls up to 44' high built on new steel pile foundation. This construction contract is estimated to be between $25,000,000 and $100,000,000.
This an UNRESTRICTED procurement and will be conducted under NAICS Code: 237990, Other Heavy and Civil Engineering Construction. The size standard for this code is $36,500,000. Contract Clause No. FAR 52.219-4, entitled, Price Evaluation Preference for HUBZone Small Business Concerns will be applied to this procurement.
The acquisition will use FAR Part 15 Contract by Negotiation procedures for award. All offerors are advised that this project may be delayed, cancelled or revised at any time during the solicitation, selection, evaluation, negotiation and/or final award process.
10 * 00 73 00
X X *Section 00 73 00
X 10
5 2 PM
14 August 2017 x
AMENDMENT 0002
OFFER (Must be fully completed by offeror)
STANDARD FORM 1442 BACK (REV. 4-85)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)
16. REMITTANCE ADDRESS (Include only if different than Item 14)
CODE FACILITY CODE
17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)
AMOUNTS
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGEMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)
AMENDMENT NO.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20B. SIGNATURE 20C. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24.SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )
26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BYCODE
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and
(c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.
29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN
(Type or print)
30B. SIGNATURE 30C. DATE
31A. NAME OF CONTRACTING OFFICER (Type or print)
31B. UNITED STATES OF AMERICA 31C. AWARD DATE
BY
DUNS NO.: TAX ID NO.:
CAGE CODE NO.:
( ) - ; FAX ( ) -
REFER TO SECTION 00 10 00 SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE
USACE Los Angeles District Vandenberg AFB Resident Office 1318 New Mexico Ave Building 9360, Room 201 Vandenberg AFB, CA 93437-6017
USACE, Finance Center
ATTN: CEFCO-AO-D
5722 Integrity Drive Millington, TN 38054-5005
W912PL-17-R-0046
Item Description Estimated Quantity
Unit Unit Price
Amount
0001 Mobilization and Demobilization 1 Job JA $
0002 Diversion and Control of Surface Water 1 Job JA $
0003 Dewatering of Groundwater 1 Job JA $
0004 Clear Site and Remove Obstructions 1 Job JA $
0005 Temporary Fencing 1 Job JA $
0006 Stripping and Stockpiling Topsoil 17,600 CY $ $
0007 Remove and Salvage Derrick Stone-East Side: (Mobile Home Park Bank Protection Sta. 1511+80 to Sta.
1513+15)
1 Job JA $
0008 Excavation 35,900 CY $ $
0009 Compacted Fill 19,050 CY $ $
0010 Deleted
0011 Stone for 24-Inch Grouted Stone 6,140 Ton $ $
0012 Grouting Stone 1,570 CY $ $
0013 Derrick Stone 8,060 Ton $ $
0014 Concrete Cut-Off Wall 90 LF $ $
0015 East Concrete Slurry Diaphragm Wall and Abutment Concrete Slurry Diaphragm Wall
46,000 SF $ $
0016 East Concrete Slurry T-Wall 7,800 SF $ $
0017 East Cast-in-Place Concrete: T-Wall and Abutment Diaphragm Wall
420 CY $ $
0018 East Diaphragm Wall Tieback Anchors 67 EA $ $
Bidding Schedule
SECTION 00 10 00
Solicitation Contract Line Item Number (CLIN) Schedule
Base Bid
20 July 2017
SECTION 00 10 00 1
Amendment 0002
W912PL-17-R-0046
Item Description Estimated Quantity
Unit Unit Price
Amount
0019 West Concrete Slurry Diaphragm Wall and Abutment Concrete Slurry Diaphragm Wall
26,800 SF $ $
0020 West Concrete Slurry T-Wall 7,500 SF $ $
0021 West Cast-in-Place Concrete: T-Wall and Abutment Diaphragm Wall
350 CY $ $
0022 West Diaphragm Wall Tieback Anchors 47 EA $ $
0023 Concrete Slurry Diaphragm Pier Enclosure Wall - Pier Groups 2, 3, 4 and 5
49,000 SF $ $
0024 Concrete Cap Slab for Diaphragm Pier Enclosure Walls and Training Walls - Pier Groups 2, 3, 4 and 5
16,200 SF $ $
0025 Pier Nose Extensions - Pier Groups 2, 3, 4 and 5
1 Job JA $
0026 HP Piles for Pier Nose Extensions 438 Ton $ $
0027 Cast-in-Place Concrete Training Walls - Pier Groups 2, 3, 4 and 5
900 CY $ $
0028 Concrete Ramps and Landing, Area A 1 Job JA $
0029 Surface Drainage Features, Area A - East Side
1 Job JA $
0030 Concrete Curb, Area A - East Side 230 LF $ $
0031 East Access Road 1 Job JA $
0032 Concrete V-Ditch along Diaphragm Walls 765 LF $ $
0033 Aggregate Base Course 2,900 Ton $ $
0034 Mobile Home Park Levee Access Road Connection (Sta. 10+20 to Sta.
16+68.11)
1 Job JA $
0035 West Access Road, Sta. 23+72 to Sta.
32+17
1 Job JA $
0036 Hot Mix AC Pavement 3,030 Ton $ $
0037 48-Inch Side Drain, Sta. 32+56.91 - East Side
1 Job JA $
20 July 2017
SECTION 00 10 00 2
W912PL-17-R-0046
Item Description Estimated Quantity
Unit Unit Price
Amount
0038 48-Inch Side Drain, Sta. 36+67.35 - East Side
1 Job JA $
0039 Reconstruct 24-Inch Side Drain Sta.
37+85.20 - East Side
1 Job JA $
0040 Cast-in-Place Retaining Wall - West Side
152 LF $ $
0041 Cast-in-Place Retaining Wall - East Side Area A
110 LF $ $
0042 Landscape Planting and Establishment 28 AC $ $
0043 Temporary Irrigation 28 AC $ $
0044 Chain Link Fencing 44 LF $ $
0045 Cable Fencing 1,600 LF $ $
0046 Removable Bollards and Chain Railing 100 LF $ $
0047 Sound Wall 7,720 LF $ $
0048 Geotechnical Instrumentation 1 Job JA $
0049 Temporary Power to Golf Course 1 Job JA $
0050 Deleted
0051 Station Markers 9 EA $ $
0052 Well Monuments 7 EA $ $
0053 Top of Wall Survey Monuments 10 EA $ $
0054 Remove Existing Sanitary Sewer Line 1 Job JA $
0055 Golf Course Irrigation and Electrical Utility Relocations
1 Job JA $
0056 Construction Vibration Monitoring Near Residential Homes
1 Job JA $
0057 West Abutment Riprap Protection 1 Job JA $
0058 Government Project Office 1 Job JA $
20 July 2017
SECTION 00 10 00 3
W912PL-17-R-0046
Item Description Estimated Quantity
Unit Unit Price
Amount
0059 Prado Office Maintenance 24 Month $ $
0060 Security Guard Service 24 Month $ $
0061 Golf Cart 1 Job JA $
0062 Contractor Furnished Geotechnical Equipment
1 Job JA $
0063 Metal Beam Guardrail 169 LF $ $
$ESTIMATED AMOUNT OF BASE BID:
(Line Items 0001 through 0063)
20 July 2017
SECTION 00 10 00 4
W912PL-17-R-0046
Item Description Estimated Quantity
Unit Unit Price
Amount
0064 Golf Course Restoration 1 Job JA $
0065 Mobile Home Park Levee Access Road Inside Caltrans Right-of-Way (Sta.
10+00 to Sta. 10+20)
1 Job JA $
0066 Side Drain No. 12 Inlet Modification 1 Job JA $
0067 Green River Golf Club Access Driveway Reconstruction (Sta. 12+80 to Sta.
14+00)
1 Job JA $
0068 Green River Golf Club Aliso Creek Bridge
1 Job JA $
0069 Green River Golf Club Access Driveway Knuckle Fill Extension
1 Job JA $
0070 Green River Golf Club Well Monuments 1 Job JA $
0071 West Access Road, Sta. 8+64.69 to Sta.
23+72.00
1 Job JA $
0072 Treatment for Total Dissolved Solids (TDS) in Dewatering Effluent (June 2018-2019)
1 Job JA $
0073 Treatment for Total Dissolved Solids (TDS) in Dewatering Effluent (June 2019-2020)
1 Job JA $
0074 Treatment for Total Dissolved Solids (TDS) in Dewatering Effluent (June 2020-2021)
1 Job JA $
0075 Treatment for Total Dissolved Solids (TDS) in Dewatering Effluent - As Required (June 2021-Contract Completion)
12 Month $ $
(Line Items 0001 through 0075)
ESTIMATED AMOUNT OF OPTION ITEMS:
(Line Items 0064 through 0075)
TOTAL ESTIMATED AMOUNT OF BASE BID PLUS OPTION ITEMS:
Option Items
20 July 2017
SECTION 00 10 00 5
BNSF Railroad Bridge Protection W912PL-17-R-0046
SECTION 00 10 00 Page 1
20 July 2017 Amendment 0002
Section 00 10 00
Solicitation Contract Line Item Number (CLIN) Schedule
ADDITIONAL OFFERORS NOTES:
1. All extensions of the unit prices shown will be subject to verification by the Government.
In case of variation between the unit price and the extension, the unit price will be considered to be the offer.
2. If a modification to an offer based on unit prices is submitted which provides for a job amount adjustment to the total estimated amount, the application of the job amount adjustment to each unit price in the Price Schedule must be stated. If it is not stated, the offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the Price Schedule.
3. Prices must be submitted on all individual items of the Solicitation, Contract Line Item Number
(CLIN) Schedule. Failure to do so may cause the offer to be determined “non-responsive.”
4. For the purpose of initial evaluation of offers, the following will be utilized in resolving arithmetic discrepancies found on the face of the Price Schedule as submitted by the offeror:
a. Obviously misplaced decimal points will be corrected;
b. In case of discrepancy between the unit price and the extended price, the unit price will govern;
c. Apparent errors in extensions of unit prices will be corrected;
d. Apparent errors in addition of lump sum and extended prices will be corrected.
5. For the purpose of offer evaluation, the Government will proceed on the assumption that the offeror intends the offer to be evaluated on the basis of unit prices the totals arrived at by the resolution of arithmetic discrepancies as provided above and the offer will be so reflected on the abstract of offers.
6. The job amount "JA" line items in the Price Schedule are not "Estimated Quantity" line items and are not subject to the "Variation in Estimated Quantity" contract clause.
7. The Contract Clause 52.232-27, "Prompt Payment for Construction Contracts" requires that the name and address of the contractor official, to whom payment is to be sent, be the same as that in the contract or in a proper Notice of Assignment.
8. Principal Contracting Officer. The Contracting Officer who signs this contract will be the Principal Contracting Officer for this contract. However, any Contracting Officer assigned to the Los Angeles District, Contracting within his authority, may take formal action on this contract when the Principal Contracting Officer is unavailable and the action needs to be taken.
9. Amounts and prices shall be indicated in either words or figures, NOT BOTH.
10. The offeror/offeror shall distribute indirect costs (overhead, profit, bond, etc.) over all items in the
Contract Line Item Number (CLIN) Schedule. The Government will review all submitted Solicitation, Contract Line Item Number (CLIN) Schedules for any unbalancing of the items. Any submitted
Solicitation, Contract Line Item Number (CLIN) Schedule determined to be unbalanced may cause the offeror to be ineligible for award.
SECTION 00 10 00 Page 2
20 July 2017 Amendment 0002
11. The offeror shall furnish all plant, labor, material, equipment, etc., necessary to perform all work in strict accordance with the terms and conditions set forth in the contract in include all attachments thereto.
12. Some quantities are ESTIMATED, the offerors prices MUST BE FIRM.
13. Offeror is cautioned to check his Price Schedule carefully prior to submission. If the Price Schedule contains unit prices, they should be round off to the second decimal point only
NOT EXTENDED FURTHER.
14. Payment of Electronic Funds Transfer (EFT) is the mandatory method of payment. The Contractors attention is directed to Contract Clause NO. 52.232-33 “Mandatory Information for Electronic Funds
Transfer” located in Section 00 70 00 Conditions of the Contract.
15. Contractor is required to fill in Cage code, TIN and DUNS Number in Block No. 14 on Standard Form 1442, the Name and Address Block.
252.236-7008 Contract Prices - Bidding Schedules (Dec 1991)
a. The Government's payment for the items listed in the CLIN Schedule shall constitute full compensation to the Contractor for --
(1) Furnishing all plant, labor, equipment, appliances, and materials; and
(2) Performing all operations required to complete the work in conformity with the drawings and specifications.
b. The Contractor shall include in the prices for the items listed in the Pricing Schedule all costs for work in the specifications, whether or not specifically listed in the Pricing Schedule.
52.217-5 Evaluation of Options (Jul 1990)
Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).
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SECTION 00 22 00 Page 1
SECTION 00 22 00
SUPPLEMENTARY INSTRUCTIONS
PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS
1. OVERVIEW
a. The intent of this solicitation is to select one contractor for the Santa Ana River BNSF Bridge Protection, Riverside County, CA.
b. The Source Selection Process is Lowest Price Technically Acceptable, IAW FAR 15.101-2. Award will be made on the basis of the lowest evaluated price of proposals meeting or exceeding the acceptability standards for non-cost factors.
c. Proposals, (Price and Technical) should parallel the submission requirements identified in the paragraphs below.
2. REQUIREMENT FOR SEPARATE PRICE AND TECHNICAL PROPOSAL
a. Each offeror must submit both a Price Proposal and a Technical Proposal. The Price Proposal and the Technical Proposal must be submitted as separate (i.e., physically distinct) volumes. Both the Price Proposal and the Technical Proposal must be received by the closing date and time set for receipt of proposals.
b. The Price Proposal (Volume 1) must include the signed SF 1442, “Solicitation Offer and Award”, including acknowledgement of all amendments; the completed Solicitation, Contact Line Item Number (CLIN) Schedule; the Offeror’s official online System for Award Management (SAM) Representations and Certification; Bid Bond, Warranty, and any other requirements described in paragraph 3 below.
c. The Technical Proposal (Volume 2) consists of all information and material submitted or provided for evaluation in response to the technical (non-cost) evaluation factors and any significant sub factors specified in both this Section and Section 00 22 16. The purpose of the technical evaluation is to assess the quality of each offer (i.e., the quality of the proposed product or service), to determine the capability of each offeror, and to determine the ability of each offeror to perform the perspective contract successfully.
Offerors submitting proposals for this project should limit submission to data essential for evaluation of proposals so that a minimum of time and monies will have been expended in preparing the information required herein.
However, in order to be effectively and equitably evaluated, the proposals must include information sufficiently detailed to clearly describe the offeror’s experience, technical approach and management capabilities to successfully complete the project. Proposals should follow the order sequence set forth in the RFP. Information provided out of sequence will not be evaluated and may result in the offeror’s disqualification from award.
3. GENERAL INSTRUCTIONS
a. Who can submit: Any legally organized offeror may submit a proposal. Construction contractors that have associated specifically for this project, consortia firms or any other interested parties may submit proposals.
Any firm that contributed to and/or participated in preparation of this solicitation, whether as a Government contractor or as a subcontractor to a Government contractor, is not eligible to participate in this solicitation as a prime contractor due to a conflict of interest. The Government considers such firms to have an unfair competitive advantage, and therefore will not consider such firms if proposed.
SECTION 00 22 00 Page 2
b. Where to Submit Proposals:
Submit proposal packages to U. S. Army Corps of Engineers at the address shown in Block 7 of Standard Form 1442 in this solicitation. The Government must receive your proposal no later than the time and date specified in Block 13 of Standard Form 1442 in this solicitation. Any and all amendments shall be acknowledged by completion of Block 19 of the Standard Form 1442 and returned with your proposal.
c. Price Proposal and Technical Proposal (Volumes 1 and 2) shall be submitted in three ring binders. Do not use plastic multi-hole/spiral binding systems, heat binding systems, or other systems which do not facilitate the ready insertion of additional pages. Proposals shall be tabbed and labeled in a manner to afford easy identification from a Table of Contents. Font size shall not be less than 10 point. Each page shall be identified with the appropriate page number centered at the bottom of the page. Sheet size of the proposal contents shall be 8-1/2 inches x 11 inches except for preliminary schedule which will be on 11 x 17 inches foldout.
d. Volume 2, Technical Proposal, shall not exceed 50 pages, excluding Table of Contents. The Government will not be obligated to evaluate any information beyond the page limitation noted above. The offeror shall not submit verbatim sections of this solicitation as part of their proposal. Offerors that do not meet these requirements may be subject to rejection.
e. Proposal revisions shall be submitted as page replacements with revised text readily identifiable, e.g., bold face print or underlining. The source of the revision, e.g., Error, Omission, or Clarification, or amendment shall also be annotated for each revision. Proposal replacement pages shall be numbered, shall be clearly marked “REVISED” shall show the date of the revision, shall be submitted in appropriate number of copies e.g., if two (2) copies of the original page were required, then two (2) copies of the revised page will also be required, and shall be a different color than the original page they are to replace.
f. Please ensure that the outside of each separate volume is clearly marked to indicate its contents and the identity of the offeror. Additionally, the original cost/price proposal and original technical proposal should be clearly indicated on the outside cover. The technical proposal shall not contain any price proposal information.
g. “Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation purposes as specified herein can nonetheless be provided to the Government as part of the offeror’s technical proposal. Offerors that include in their proposals information that they do not want to disclose to the public for any purpose, or used by the Government except for evaluation purposes, must be clearly marked in accordance with the instructions at FAR 52.215-1, “Instructions to Offeror-Competitive Acquisition,” paragraph (3), “Restrictions on disclosure and use of data.”
4. SPECIFIC INSTRUCTIONS FOR THE PRICE PROPOSAL, VOLUME 1
a. Number of Sets of the Price Proposal Submit the Original and one (1) additional sets of the written Price Proposal (i.e., the Original and one (1) copy of all of the information required below, with each set separately packaged). Additionally, in the same envelope, the offeror is to provide the entire proposal (Volumes 1 and 2) in Portable Document File (PDF) format on compact disk..
b. Format and Contents of the Price Proposal/List of Tabs
The Original and all copies of the price proposal shall be appropriately labeled as such, shall be organized as indicated below, and shall be comprised of the following:
SECTION 00 22 00 Page 3
Proposal Cover Sheet. The proposal cover sheet is required by FAR 52.215-1(c) (2). This provision, entitled “Instructions to Offerors—Competitive Acquisition,” has been included in full text in Section 00 21 16. Provide the following information in the Proposal Cover Sheet:
Solicitation number.
Name, address, telephone and facsimile numbers of the Offeror (and electronic address if available).
DUNS, CAGE, and tax identification numbers of the Offeror.
Statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation and the offeror’s agreement to furnish any or all items upon which prices are offered;
at the price set opposite each item as reflected on the proposal schedule.
Names, titles, telephone and facsimile numbers (and electronic addresses if available) of persons authorized to negotiate on the Offeror’s behalf with the Government in connection with this solicitation.
Acknowledgment that the offeror is registered in the System for Award Management (SAM) database as required by FAR Clause 52.204-7, System for Award Management and DFARS 252.204-7004, Alternate A, System for Award Management.
TAB CONTENTS OF THE PRICE PROPOSAL
#1 Tab A shall contain a completed SF 1442, “Solicitation, Offer and Award” including the Certifications, Section 00 01 05. The SF 1442 and the Certifications shall be completed by the offeror and duly executed with an original signature by an official authorized to bind the company in accordance with instructions at FAR 4.102.
#2 Section 00 10 00, Solicitation, Contract Line Item Number (CLIN) Schedule. The complete Solicitation, Contract Line Item Number (CLIN) Schedule with the Offeror’s proposed contract line item prices inserted in the appropriate spaces. Prices must be proposed for all contract line items and prices sub-line items, if any. Unit prices are to be extended to the actual “dollar and cents” amounts (i.e., to two decimal places). Do not round off to the nearest dollar. Check your pricing submissions very carefully for mathematical and clerical errors prior to submission.
#3 Official Online System for Award Management Representations & Certifications
#4 A Bid Guarantee, Standard Form 24, “Bid Bond.”
#5 Pre-Award Survey Data Information (e.g. Bank and Supplier References)
In accordance with FAR 9.103(a)… contracts shall be awarded to responsible prospective contractors only. To be determined responsible, a prospective contractor must meet the standards at FAR 9.104 that requires a prospective contractor to have adequate financial resources to perform the contract or the ability to obtain them. As an aid in assessing responsibility, the offeror shall provide a letter from their bank or financial institution that contains the following:
Name and telephone number of bank and point of contact;
Number of year’s business has be conducted with each bank;
Types of open accounts (checking, loans, etc);
Balance of current accounts (the banks will provide a “range of figures” for this information, such as, medium five figures range);
Means by which loans are secured and if paid as agreed.
For the purpose of evaluating the pre-award survey information submitted hereunder:
Pre-award survey data information will be evaluated as it relates to the probability of the offeror successfully accomplishing the proposed effort.
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The Government will use pre-award-survey data provided by the offeror and data obtained from other sources to perform this assessment.
5. SPECIFIC INSTRUCTIONS FOR THE TECHNICAL PROPOSAL, VOLUME 2
THE TECHNICAL PROPOSAL SHALL NOT INCLUDE ANY COST INFORMATION AND SHALL NOT
EXCEED 50 PAGES.
a. Number of Sets of the Technical Proposal
Submit the Original and five (5) additional sets of the written Technical Proposal (i.e., the Original and five (5) copies of all of the information required below, with each set separately packaged).
b. Format and Contents of the Technical Proposal/List of Tabs
The original and all copies of the technical proposal shall be appropriately labeled as such, shall be organized as indicated below, and shall be comprised of the following:
TAB CONTENTS OF THE TECHNICAL PROPOSAL
The Proposal Cover Sheet as required by FAR 52.215-1(c) (i) (v). This provision, titled “Instructions to Offerors- Competitive Acquisition,” is provided in full text in Section 00 21 16.
Tab Description #1 Factor 1 : Experience #2 Factor 2 : Schedule #3 Factor 3 : Past Performance #4 Factor 4 : Equipment
6. TECHNICAL PROPOSAL SUBMISSION REQUIREMENTS
Proposals will be evaluated in accordance with the factors listed below. Offerors are reminded to include their best technical and capability information in their initial offer and not assume that they will have an opportunity to participate in discussions or be asked to submit a revised proposal.
a) Where the word “similar” appears it is understood to mean equivalent in scope which is defined as reinforced concrete diaphragm wall constructed with slurry trench using the hydromill method.
b) Where the word “recent” appears it is understood to mean within ten (10) years of the RFP issue date. A “recent” construction type project is defined as a construction project for which the construction is a 100% complete or substantially complete (75% complete) (measured by work completed) as of the RFP issue date or a construction type project that has been completed and turned over to the owner within ten (10) years of the RFP issue date.
c). Where the word “relevant” appears it is understood to mean that project experience is similar as the work described in this solicitation. Regarding “relevant” prime construction contractor work, the Government will consider the type of work features self-performed, on-site by the offeror’s own organization in addition to construction management effort. “Relevant” past performance information is one indicator of an Offeror’s ability to perform the contract acceptably.
SECTION 00 22 00 Page 5
FACTOR 1 – EXPERIENCE (Volume 2, Tab #1) Submission requirements:
Experience of Offeror For this factor, the offeror shall submit at least one (1) project summary of construction project which best demonstrates experience on a similar project in complexity and magnitude. The Offeror may use the Attachment (2)
- Offeror Relevant Experience, at the end of this section.
The offeror shall submit at least three (3) project summaries of construction projects which best demonstrates experience (self-performed or subcontractor performed) on hydromill diaphragm wall projects totaling a minimum of 50,000 square feet of total slurry diaphragm wall area as part of two or more recent projects. The Offeror may use the Attachment (2) - Offeror Relevant Experience, at the end of this section. See section 31 66 16.46, Paragraph Submittal Requirements for further information. Also, if the offeror proposes to use subcontractor efforts for this portion of the work, a “letter of commitment” (see Attachment 4 at end of Section) shall be included in the proposal.
Each project summary shall consist of no more than a two (2) pages and shall include the following: a description of the project to include: total project square footage, length, height/depth, composition (reinforcement, concrete etc.)
of diaphragm wall; owner; construction contract award amount; final construction cost; location; date when the project was started; and actual/proposed finish date.
Experience of Key Personnel Provide resumes for the following Key Personnel: The Offeror may use the Attachment (1) - Offeror Relevant Experience, at the end of this section.
Structural Slurry Diaphragm Wall Specialist Provide a slurry diaphragm wall specialist with experience in at least five (5) similar projects. See Specification Section 31 66 16.46 paragraph 1.5.1 Qualifications.
Slurry Panel Excavation Equipment Operator Provide a slurry panel excavation equipment operator who has experience using slurry panel excavation equipment that is similar to the slurry panel excavation equipment to be used for this Contract in a minimum of two (2) similar projects within the last 10 years. See Specification Section 31 66 16.46 paragraph 1.5.1 Qualifications.
Construction Quality Control Engineer Provide a Construction Quality Control Engineer, who is a licensed professional engineer in the state of California, for supervising the testing and interpretation of the results for this project. The Construction Quality Control Engineer must have experience testing Slurry Diaphragm Walls on a minimum of two (2) similar projects. See Specification Section 31 66 16.46 paragraph 1.5.1 Qualifications.
FACTOR 2 – SCHEDULE (Volume 2, Tab #2) Submission requirements:
Submit a Gantt chart illustration of the construction schedule summary. The Offeror’s schedule shall address critical tasks, durations, relationships between tasks, and other pertinent information. For the purposes of the Proposal only, the offeror shall assume a Notice to Proceed (NTP) date of 15 October 2017. This NTP is for proposal purposes ONLY and shall not be construed as the receipt of actual NTP. At a minimum, the schedule shall include, activity start and end dates, durations and completion milestones (referenced to the Notice to Proceed) showing the following:
1. Critical path construction activities:
a. East and west diversion and control of water
b. Diaphragm enclosure walls sequence
c. Excavation for pier nose extensions in relation to the pier diaphragm enclosure walls construction
SECTION 00 22 00 Page 6
d. Pier group construction sequence
e. East & west abutment diaphragm wall construction sequence
2. Construction Performance Period
3. Restrictions / Work windows (e.g. diversion and control of water, BNSF Railroad right-of-way restrictions, environmental constraints)
The schedule shall be submitted as a gantt chart, with required activities listed above, clearly identified. Annotate the work hours on the gantt chart in accordance with 01 11 00-1.10.2 Work Hours. Work restrictions and periods of shut down shall be shown as activities on the gantt chart, rather than within schedule calendars, for clarity of review.
Schedule will be evaluated to be in accordance with Section 01 11 00 – 1.3 Sequencing of Work and 01 11 00 – 1.10 Restrictions, and shall include the above critical path activities required to be completed within the Contract period of performance.
FACTOR 3 – PAST PERFORMANCE (Volume 2, Tab #3) Submission requirements:
The Offeror shall demonstrate recent, relevant past performance on two (2) projects. The Offeror will submit a Contractor Performance Assessment Reporting System (CPARS) from the government (Past Performance Information Retrieval System); Interim for 75% completed or Final for 100% completed. The offeror may use the Attachments (3) at the end of this section for non-government contracts (i.e. state and local government and private contracts that are similar to the requirements of this solicitation or a government project where no CPARS evaluation exists). The projects submitted for Past Performance must include the projects submitted for Experience in the paragraph titled Experience of Offeror.
Where the word “project(s)” appears in this RFP Section it is understood to mean a project, contract(s), task order(s), or any other contract document provided for by the Federal Acquisition Regulation (FAR 2.101). Examples of projects submitted by the Prime Construction Contractor may be projects performed for a State or Federal Government Agency; or for a commercial or private sector customer. If projects were design/build projects, so identify them.
There are two aspects to the past performance evaluation. The first is to evaluate whether the offeror’s past performance is recent and relevant or not to the context of this solicitation. The second aspect of the past performance evaluation is to determine if the contractor has received an acceptable rating for the projects submitted.
FACTOR 4 – EQUIPMENT (Volume 2, Tab #4)
Provide documentation (proof of ownership, proposed rental agreement, statement of availability, etc.) that demonstrates the Offeror can secure the low-overhead hydromill equipment required in specifications Section: 31 66
16.46. Parts of the Slurry Diaphragm Walls will be constructed below active railroad bridges with restricted overhead clearances.
7. PROPOSAL EXPENSE AND PRE-AWARD COST
This solicitation does not commit the government to pay any costs incurred in the preparation and submission of the initial and any subsequent proposals or for any costs incurred prior to execution of a formal contract.
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RESUME FOR OFFEROR KEY PERSONNEL
Attachment 1
Provide the resumes on separate sheets showing the experience and qualifications of the Key Construction Personnel.
Use continuation sheets, if needed.
1. Your Name
2. Your Company’s Name:
3. No. of Years: With this Company and with other Companies
4. Education: (If Applicable) List any College Degree(s)/Year/
5. Continuing Education: List any Specialized Training or Current Certifications including any Corps of Engineer Certifications, LEED AP, etc. that are applicable to your job.
6. List Active State Registrations and/or State Licenses, if applicable:
State: Registration/License Expires:
7. Your Job Title while assigned to this project:
8. How many years of experience do you have in performing this assignment:
9. Clearly demonstrate past experience for the role assigned on this project when listing specific projects below.
List specific construction projects (with dates and cost of construction) to demonstrate required number of years experience for this role; where you have performed the role you have been assigned to this project. Describe briefly the duties performance on past construction projects listed to demonstrate you can perform your assignment on this project.
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OFFEROR RELEVANT EXPERIENCE
Attachment 2
The Offeror shall provide the following information to show examples of projects of the prime contractor’s company’s recent, relevant, specialized experience in construction. Use separate sheets for each project example.
Company Name ___________________________________________________________________
Name of Project____________________________________________________________________
Location of Project__________________________________________________________________
Owner___________________________________________________________________________
General Scope of Construction Project __________________________________________________
Your Role (Prime, Joint Venture, or Subcontractor, etc.) and construction type work Your Company Self- Performed other than construction management
Construction Cost for this single contract _________________________________________________
Extent and Type of Work You…
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