181319_P169_Amend4-Issued.pdf

18RXXXX

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RFP N62742-18-R-1319, WON 1572255, FY19 MCON PROJECT P-169, WATER TRANSMISSION LINE, WAIAWA, JBPHH, OAHU

Amendment No. 0004 is continued on page 2.

1. CONTRACT ID CODE PAGE OF PAGES

1 8

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N6274218R1319

X 9B. DATED (SEE ITEM 11)

15-Oct-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 you 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 APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

CODE

NAVFAC PACIFIC

CONSTR CONTRACTS BRANCH (CODE ACQ33)

258 MAKALAPA DR STE 100

JBPHH HI 96860-3134

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL: TEL:

14 Dec 2018

N6274218R1319 Amendment No. 0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SOLICITATION, OFFER AND AWARD (SF1442) with PRICE PROPOSAL SCHEDULE

Replace in its entirety with the attached revised Solicitation, Offer and Award (Construction, Alteration, or Repair), Standard Form 1442 and Price Proposal Schedule (Amendment No. 0004).

DOCUMENT 00 01 15, LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawing is revised as of 7 December 2018 and accompanies this amendment:

NAVFAC DWG NO. TITLE

19074927 Waterline “A” Cap Details

SECTION 01 50 00, TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

3.3.2 Payment for Water Services, paragraph c.

Delete the first sentence and replace with the following:

“The points at which the Government will deliver such water services shall be coordinated with the Contracting Officer. The quantity available will be determined by the Government at the time the specific locations for the points of connection are identified.”

Insert the following subparagraphs after the last sentence:

“The Navy Water System live tap requirements include, but are not limited to, the following:

(i) The maximum number of taps on the existing 42-inch transmission main shall be limited to two locations.

(ii) Reduced pressure principle backflow preventer shall be provided.

(iii) The location of the tap shall be located on the section of the existing 42 inch transmission main to be abandoned. The location of the proposed tap and drainage contingencies for discharges from the reduced pressure principle backflow preventer shall be submitted for Government approval with the Connection Phasing Plan submittal in Section 33 11 00 WATER UTILITY DISTRIBUTION PIPING.

(iv) The size of the tap shall be 12-inches or smaller.

(v) The maximum total water flow demand from the Navy Water System shall be limited to 3,000 gpm.

(vi) Temporary connection pipe and fittings shall be hydrotested and chlorinated prior to tapping the Navy Water System. Hydrotesting and chlorination certifications shall be submitted to the Contracting Officer.

(vii) Contractor shall submit a proposed schedule for water demand associated with flushing, chlorination, and filling, including anticipated flow rate, time and duration. The Navy will try to accommodate the request, but reserves the right to reject the proposed schedule if the request cannot be accommodated.

(viii) The Navy Water System operations shall take precedence over the Contractor’s operations. Contractor shall decrease or cease demand immediately if directed by the Government.”

3.3.3 Meters and Temporary Connections to Navy Utilities

Delete the first sentence and replace with the following:

“At the Contractors expense and in a manner satisfactory to the Contracting Officer, provide and maintain necessary temporary connections, distribution lines, and meter bases (Government will provide meters) required to measure the amount of Navy power used for the purpose of determining charges.”

SECTION 02 41 00, DEMOLITION

2.2.1 Cellular Concrete Grout for Abandoned Pipe Fill, paragraph b.

Delete the paragraph in its entirety and replace with the following:

“ASTM C39/C39M 28-day unconfined compressive strength between 50 and 400 pounds per square inch (psi) and an in-place density of 60 to 120 pounds per cubic foot (pcf).”

SECTION 31 23 00.00 20, EXCAVATION AND FILL

Insert the following paragraph after Paragraph 2.1.7 Topsoil:

“2.1.8 Low Permeability Backfill

Provide low expansion fine grain material, free of organic matter, debris, and particles larger than 1-1/2 inches in maximum dimension where indicated. Low permeability backfill shall have a coefficient of permeability of 10^-6 centimeters per second or less and a California Bearing Ratio value of at least 10 when compacted at optimum moisture content at 90 to 95 percent ASTM D1557 maximum dry density as determined in accordance with ASTM D1883 for a laboratory soaking period of not less than 4 days. Maximum CBR swell at this compaction level and moisture content shall be less than 2 percent.”

3.4 SUBGRADE PREPARATION

Replace the second sentence issued in Amendment No. 0003 with the following:

“Where yielding, soft, or loose conditions are encountered above the groundwater table and does not readily compact as specified, over excavate and provide subbedding, as directed.”

Insert the following paragraph after Paragraph 3.6.4.2 Final Backfill:

“3.6.5 Low Permeability Backfill Placement

Place in horizontal loose lifts not exceeding 6 inches.”

Insert the following paragraph after Paragraph 3.10.2 Paved Areas:

“3.10.3 Low Permeability Backfill Compaction

Compact low permeability backfill to between 90 and 95 percent relative compaction and between optimum and 3 percent wet of optimum moisture content.”

SECTION 31 62 13.20, PRECAST/PRESTRESSED CONCRETE PILES

1.2 MEASUREMENT AND PAYMENT

Delete this paragraph in its entirety and replace with the following:

“For unit price bid, see SF 1442, “Solicitation, Offer and Award” and “Schedule of Bid Items”.

1.2 UNIT PRICES

1.2.1 Furnishing and Delivering Prestressed Concrete Production Piles

1.2.1.1 Payment

Payment will be made for costs associated with furnishing and delivering the required lengths of permanent prestressed concrete production piles, which includes costs of furnishing and delivering piles to the work site. No payment will be made for the driving head or lengths of piles exceeding required lengths. No payment will be made for piles damaged during delivery, storage, or handling to the extent that they are rendered unsuitable for the work, in the opinion of the Contracting Officer.

1.2.1.2 Measurement

Furnishing and delivering permanent prestressed concrete production piles will be measured for payment by the linear foot of piles required below the ground surface elevation indicated before the start of construction.

1.2.1.3 Unit of Measure

Unit of measure: linear foot.

1.2.2 Predrilling and Driving Prestressed Concrete Production Piles

1.2.2.1 Payment

Payment will be made for costs associated with driving permanent prestressed concrete production piles, which includes costs of handling, predrilling, driving, performing production pile restrikes, maintaining detailed predrilling and pile driving records, measuring heave, redriving heaved piles, removal of build-ups or driving heads and cutting off piles at the cut-off elevation and removing from the work site, compiling and submitting predrilling and pile driving records, backfilling voids around piles, and any other items incidental to predrilling and driving piles to the required elevation and specified driving resistance.

1.2.2.2 Measurement

Permanent prestressed concrete piles will be measured for payment for driving on the basis of lengths, to the nearest tenth of a linear foot, along the axis of each pile acceptably in place below the ground surface elevation as indicated, before the start of construction.

1.2.2.3 Unit of Measure

Unit of measure: linear foot.

1.2.3 Pulled Prestressed Concrete Piles

1.2.3.1 Payment

Piles required to be pulled at no fault of the Contractor and the direction of the Contracting Officer and found to be undamaged will be paid for at the bid unit price for driving the pile in its original position, plus 25 percent of the amount to cover the cost of pulling. The cost of furnishing and delivering pulled and undamaged piles will be paid for at the applicable contract unit price per 1.2.1 Furnishing and Delivering Prestressed Concrete Production Piles.

The cost of driving pulled and undamaged piles will be paid for at the applicable contract unit price per 1.2.2 Predrilling and Driving Prestressed Concrete Production Piles. The cost of redriving pulled and undamaged piles will be paid for at the applicable contract unit price 1.2.2 Predrilling and Driving Prestressed Concrete Production Piles. No payment will be made for furnishing, delivering, driving, pulling, and disposing of piles for pulled piles that are found to be damaged and backfilling voids. New piles replacing damaged piles will be paid for at the applicable contract unit price 1.2.1 Furnishing and Delivering Prestressed Concrete Production Piles and 1.2.2 Predrilling and Driving Prestressed Concrete Production Piles.

1.2.3.2 Measurement

Furnishing and delivering pulled and undamaged permanent prestressed concrete piles will be measured for payment as specified in paragraph 1.2 UNIT PRICES, subparagraph 1.2.1 Furnishing and Delivering Prestressed Concrete Production Piles. Pulling undamaged prestressed concrete piles will be measured for payment as specified in paragraph 1.2 UNIT PRICES, subparagraph 1.2.2Predrilling and Driving Prestressed Concrete Production Piles.

Redriving pulled undamaged prestressed concrete piles will be measured for payment as specified in paragraph 1.2 UNIT PRICES, subparagraph 1.2.2Predrilling and Driving Prestressed Concrete Production Piles. New piles replacing damaged piles will be measured for payment as specified in paragraph 1.2 UNIT PRICES, subparagraph

1.2.1 Furnishing and Delivering Prestressed Concrete Production Piles and subparagraph 1.2.2 Predrilling and Driving Prestressed Concrete Production Piles.

1.2.3.3 Unit of Measure

Unit of measure: linear foot.

1.2.4 Prestressed Concrete Piles for Test Piles

1.2.4.1 Payment

Payment will be made for costs associated with furnishing, delivering, predrilling, and driving; performing restrikes, backfilling voids around piles; maintaining detailed predrilling and pile driving records; furnishing, fabricating, and mounting of strain gauges and protective assembly; performing dynamic testing; compiling test data; and submitting reports. No additional payment will be made for test piles incorporated in the permanent work other than as provided.

1.2.4.2 Measurement

Prestressed concrete piles for load tests will be measured for payment on the basis of the applicable contract unit price per test pile.

1.2.4.3 Unit of Measure

Unit of measure: each.

1.2.5 Prestressed Concrete Pile Static Load Tests

1.2.5.1 Payment

Payment will be made for costs associated with prestressed concrete pile static load tests, including material and labor for fabricating and furnishing load frames and reaction weight; calibrating load cells and hydraulic jacks;

furnishing specified test equipment; installing strain gauges, load cell, dial gauges; placing and removing test loads and test equipment; recording, reducing, and submitting test data; and compiling and submitting pile load test reports. No payment will be made for rejected pile static load tests.

1.2.5.2 Measurement

Prestressed concrete pile static load tests will be measured for payment on the basis of the applicable contract unit price per load test.

1.2.5.3 Unit of Measure

Unit of measure: each.”

SECTION 31 63 27, DRILLED SHAFTS

1.1 UNIT PRICES

Delete this paragraph in its entirety and replace with the following:

“For unit price bid, see SF 1442, “Solicitation, Offer and Award” and “Schedule of Bid Items”.

Requirements for price breakdown of Drilled Shaft work are specified in Section 01 20 00.00 20 PRICE AND PAYMENT PROCEDURES. Requirements for construction scheduling related to Drilled Shaft work are specified in Section 01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES.”

1.1.2.2 Full Compensation

At the end of the first sentence, add the following:

“including material testing and crosshole sonic logging.”

1.1.2.3 Load Tests

Rename paragraph 1.1.2.3 to “Test Shaft.”

SECTION 31 63 33, DRILLED MICROPILES

1.2 MEASUREMENT AND PAYMENT

Delete this paragraph in its entirety and replace with the following:

“For unit price bid, see SF 1442, “Solicitation, Offer and Award” and “Schedule of Bid Items”.

“1.2 MEASUREMENT AND PAYMENT PROCEDURES

Bids shall be based on the number of micropiles as indicated on the Contract Drawings and lengths from tip to ground surface as indicated, prior to the start of construction.

Payment will be on the basis of length of micropiles measured from ground surface as indicated, prior to the start of construction to final tip elevation. Should the total number of piles or the number of each length vary from that specified as the basis for bidding, an adjustment on the contract price and the time for completion will be made. If an excavation is made adjacent to micropile and below the grade indicated and if the micropile is in place before backfilling of over-excavation, no payment will be made for the length of micropiles equal to the depth of the over-excavation. No additional payment will be made for cutting of micropiles, or for broken, damaged, or rejected micropiles.

1.2.1 Unit Price

The Contracting Officer reserves the right to increase or decrease the total length of micropiles to be furnished and installed, by changing the foundation micropile locations or elevations, requiring the installation of additional piles, or requiring omission of micropiles from the requirements shown and specified. Whether or not such changes are made, payment will be made at the Contract unit price per linear foot (including drilling, grouting, and incidentals required for a complete installation), multiplied by the total linear feet of acceptable micropiles actually installed.

Costs of removal or remedial measures due to encountering unanticipated subsurface obstructions will be paid for as extra work.

1.2.2 Full Compensation

Payment in accordance with the above paragraph, "Unit Price", will constitute full compensation for furnishing, delivering, handling, and/or installing micropiles (as applicable), performing proof tests, and maintaining and submitting detailed micropile records including all material, labor, and equipment necessary to meet contract requirements applicable to the foundation micropiles. No payment will be allowed for withdrawn, damage, misdriven or unacceptable micropiles.

1.2.3 Compression Load Test

The Contract includes a micropile compression load test as required in this section and the drawings. The Contracting Officer reserves the right to increase or decrease the number of compression load tests. Whether or not such changes are made, payment will be made at the Contract unit price per test. Adjustments in the Contract price will be made for such increases or decreases.”

1.3 SYSTEM DESCRIPTION

Delete the last sentence of the first paragraph and replace with the following:

“The micropiles shall be of Type B or Type D classification as defined in FHWA NHI-05-039.”

2.4 MICROPILE PIPE SECTION

Delete the last sentence of the paragraph in its entirety.

3.4.2 Grouting

Delete the first sentence in the second paragraph and replace with the following:

“The grout in each micropile shall be placed by tremie methods starting the injection from the bottom of the drill hole with the steel casing at the bottom of the bond zone and working upward as the casing is withdrawn.”

SECTION 33 11 00, WATER UTILITY DISTRIBUTION PIPING

3.2.1.1.2 Connections to Existing Water Lines

Insert the following after Paragraph 3.2.1.1.2:

“a. Connection at Begin Waterline “A”: Refer to the drawings for conceptual connection detail and phasing.

Connection of the water pipe to the existing water pipe shall include provisions for the following:

1. Transition from existing 36” pipe to 42” pipe

2. Phasing steps shall be completed within the connection restrictions in Section 01 14 00

3. Flanged stub connection for future extension of the 42” pipe

4. Reinforced concrete encasement of flanged joints and unrestrained pipe and fittings

5. Connection must be done simultaneously with connection at End Waterline “A”

b. Connection at End Waterline “A”: Refer to the drawings for conceptual connection detail and phasing.

Connection of the water pipe to the existing water pipe shall include provisions for the following:

1. Phasing steps shall be completed within the connection restrictions in Section 01 14 00

2. Reinforced concrete encasement of flanged joints and unrestrained pipe and fittings

3. Connection must be done simultaneously with connection at Begin Waterline “A”

4. Inflatable plug or other means of limiting water loss during the process of installing the connection.”

RFP N62742-18-R-1319

18RXXXX

RFP N62742-18-R-1319, WON 1572255, FY19 MCON PROJECT P-169, WATER TRANSMISSION LINE, WAIAWA, JBPHH, OAHU

GENERAL DESCRIPTION: SEE SECTION 01 11 00, SUMMARY OF WORK, PARAGRAPH 1.1.1, Project Description.

THIS PROCUREMENT IS UNRESTRICTED. North American Industry Classification System (NAICS) Code 237110 Water and Sewer Line and Related Structures Construction - Average Annual Receipts for the Past 3 Years - $36.5M

ESTIMATED COST: BETWEEN $25,000,000 AND $50,000,000.

DPAS RATING: DO-C2

ENFORCEABILITY OF PROPOSAL: The proposal must set forth full, accurate and complete information as required by this solicitation. The Government will rely on such information in the award of a contract. The awardee’s proposal will be incorporated into the contract and all items proposed will become binding requirements of the contract. By submission of the offer, the offeror agrees that all items proposed (e.g., affiliates/subcontractors with teaming agreements, etc.) will be utilized for the duration of the contract and any substitutions must be equal or better and will require prior approval by the Contracting Officer.

ADELE M. MURAKAMI (808) 471-2235

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

15-Oct-2018

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

HAND DELIVER

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (ACQ33)

4256 RADFORD DR, BLDG 62

HONOLULU HI 96818-3296

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______ 15 calendar days and complete it within ________923 calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________Document 00700

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X 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 2:00 p.m. HST local time December 20, 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

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 X 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 _______ 180 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

NAVFAC PACIFIC

CONSTR CONTRACTS BRANCH (CODE ACQ33)

258 MAKALAPA DR STE 100

JBPHH HI 96860-3134

N62742

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX: TEL: TEL: FAX:

N6274218R1319 5

See Document 00100

N62742

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

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.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT 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)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE 27. PAYMENT WILL BE MADE BY: 26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO.

Office: Fax:

(Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified summates the contract, which consists of (a) the Government solicitation and on this form and any continuation sheets for the consideration stated in this your offer, and (b) this contract award. No further contractual document is contract. The rights and obligations of the parties to this contract shall be necessary.

governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(Must be fully completed by offeror) OFFER

DUNS NO.:

TIN NO.: CAGE CODE:

SOLICITATION, OFFER AND AWARD (SF 1442), CONTINUED

PRICE PROPOSAL SCHEDULE

FOR

RFP NO. N62742-18-R-1319

FY19 MCON PROJECT P-169 WATER TRANSMISSION LINE, WAIAWA,

JOINT BASE PEARL HARBOR HICKAM, HAWAII

SF 1442 (Continued)

ITEM

NO. DESCRIPTION

QTY

UNIT OF

ISSUE

UNIT

PRICE

AMOUNT

0001AA

BASE ITEM: The basis for SLIN 0001AA is the price for the entire work for WON 1572255 complete and in accordance with the drawings and specifications (including restrained joints for Waterline “A” from Sta 4+21 to Sta 105+00 and Sta 133+20 to Sta 139+95 (10,754 lf) but not including work defined in SLINs 0001AB through

0001AM.

Lump Sum

0001AB

The basis for SLIN 0001AB is all labor, material and equipment to remove and dispose of contaminated soil.

Cubic Yard

$_________/cy

0001AC

The basis for SLIN 0001AC is all labor, material and equipment to backfill and compact where contaminated soil was removed.

Cubic Yard

$_________/cy

0001AD

The basis for SLIN 0001AD is the price for all work to furnish and deliver precast/prestressed concrete production piles, complete in accordance with the drawings and specifications. See Section 31

62 13.20 PRECAST/PRESTRESSED

CONCRETE PILES.

Linear Foot

$_________/lf

0001AE

The basis for SLIN 0001AE is the price for all work to predrill and drive precast/prestressed concrete production piles, complete and in-place in accordance with the drawings and specifications. See Section 31 62 13.20

PRECAST/PRESTRESSED CONCRETE

PILES.

0001AF

The basis for SLIN 0001AF is the price for all work to furnish, deliver, predrill, and drive precast/prestressed concrete test piles and perform dynamic testing for the precast/prestressed concrete test piles, complete and in-place in accordance with the drawings and specifications. See Section 31 62 13.20

Each

$_________/ea

FOR

RFP NO. N62742-18-R-1319

SF 1442 (Continued)

0001AG

The basis for SLIN 0001AG is the price for all work to perform static load tests, complete in accordance with the drawings and specifications. See Section 31 62 13.20

0001AH

The basis for SLIN 0001AH is the price for all work to furnish and install drilled shafts complete and in-place including material testing and crosshole sonic logging in accordance with the drawings and specifications. See Section 31 63 27

DRILLED SHAFTS.

0001AI

The basis for SLIN 0001AI is the price to furnish and install test shaft complete and in-place including load testing in accordance with the drawings and specifications See Section 31 63 27 DRILLED SHAFTS.

0001AJ

The basis for SLIN 0001AJ is the price for all work to core the full depth of 2 drilled shafts, complete in accordance with the drawings and specifications. See Section 31

63 27 DRILLED SHAFTS.

0001AK

The basis for SLIN 0001AK is the price for all work to furnish, deliver, install, and proof test production micropiles, complete and in-place in accordance with the

63 33 DRILLED MICROPILES.

0001AL

The basis for SLIN 0001AL is the price for all work to furnish, deliver, install, and proof test pre-production micropiles, complete and in-place in accordance with the drawings and specifications. See Section 31 63 33 DRILLED MICROPILES.

0001AM

The basis for SLIN 0001AM is the price for all work to perform a micropile compression load test including all materials, equipment, and labor, complete in accordance with the

63 33 DRILLED MICROPILES.

Total CLIN 0001 (SLINs 0001AA through 0001AM)

FOR

RFP NO. N62742-18-R-1319

SF 1442 (Continued)

DEDUCTIVE ITEM NO. 1: The basis for CLIN 0002 is the difference in price to utilize push-on joints in lieu of restrained joints for Waterline “A” from Sta 4+21 to Sta 105+00 and Sta 133+20 to Sta 139+95 (10,754 lf) in accordance with the drawings and specifications but not including the work under any other CLIN or SLINs.

Lump Sum

NOTES:

1. See Document 00202 for the Price Evaluation.

2. A firm-fixed-price is required for all line items. The following NAVFAC Language applies:

ALL OR NONE OFFERS - Offers are solicited on an “all or none” basis and FAR 52.215-1, INSTRUCTIONS TO OFFERORS-COMPETITIVE ACQUISITION in Document 00100, is hereby modified. Failure to submit offers for all line items listed shall be cause for rejection of the offer.

3. The Offeror SHALL include a price for ALL CLINs.

4. Multiple awards will not be made.

5. It is the Government’s objective to award CLIN 0001, without utilizing CLIN 0002, within the Military Construction funds available. For purposes of evaluating CLIN 0002, the low offeror is the offeror that offers the lowest aggregate amount for CLIN 0001 minus the deductive item CLIN 0002.

6. The proposed price for CLIN 0001 minus the deductive item CLIN 0002 (as applicable) will form the basis for the evaluation noted in Document 00202.

7. In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended offer and the extended total recomputed accordingly. If the offer provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

8. Payment for SLINs 0001AB through 0001AM shall be for actual quantities only. The unit prices will be used to adjust the contract price for any increase or decrease in the estimated quantities subject to the following clause:

a. FAR 52.211-18 Variation in Estimated Quantity (APR 1984)

If the quantity of a unit priced item in this contract is an estimated quantity and the actual quantity of the unit priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon an increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the Contracting Officer, is justified.

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