W9123718B00030002.pdf
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- W91237-18-B-0003
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Amendment W9123718B00030002
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| File | Type | Posted |
|---|---|---|
| C.01.11_Synopsis_of_Award.pdf | ||
| Resume_of_Bid_Opening.pdf | ||
| A.01.13_Drawings_02.pdf | ||
| A.01.13_Specifications_02.pdf | ||
| W9123718B00030003.pdf | ||
| W91237-18-B-0003-0001.pdf | ||
| W9123718B0003_Clarifications.docx | DOCX document | |
| Pre-Bid_Meeting_Discussion.pdf | ||
| A.01.13_Drawings.pdf | ||
| W9123718B0003.pdf | ||
| A.01.13_Specifications_.pdf |
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W81F8E80244986
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
The above referenced conract for Tow n of Martin Emergency Access Road, Martin, KY is hereby AMENDED as follow s: The plans and specif ications are amended as noted on the attached sheets and a summary of those changes follow s on the follow ing pages.
The bid due date is extended to June 4, 2018 at 1:00 p.m. All other terms and conditions remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 9
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 25-May-2018
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 W9123718B0003
X 9B. DATED (SEE ITEM 11)
19-Apr-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 X is extended, 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 1 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
25-May-2018
CODE
USACE, CONTRACTING BRANCH
KAREN SIMMONS, 502 8TH STREET
HUNTINGTON WV 25701
W91237 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W9123718B0003
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 10 00 - SOLICITATION
The required response date/time has changed from 31-May-2018 01:00 PM to 04-Jun-2018 01:00 PM.
The following have been modified:
BID SCHEDULE
ITEM
NO. DESCRIPTION
QTY UNIT
UNIT
PRICE
AMOUNT
Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of $150,000 1 Job
Sum (not to exceed) $
2 Mobilization and Demobilization 1 Job Sum $
Installing Project Identification and Safety Performance Signs 1 Job
Sum $
4 Contractor-Furnished Government Office *9 Month
5 Haul Roads 1 Job Sum $
6 Janitorial Services *9 Month
Erosion, Sediment Controls, and Environmental Protection 1 Job
Working "As-built" Documents (Price shall not be less than $15,000) 1 Job
Final "As-built" Documents (Price shall not be less than $20,000) 1 Job
Common Excavation for Emergency Access Road *14,225 CY
11 Fill or Backfill for Emergency Access Road *14,125 CY
Toe Key Aggregate for Emergency Access Road *2,625 CY
13 Clearing and Grubbing 1 Job
14 Rock Excavation *186 CY $ $
15 Pipe Removal and Disposal *67 Ln.Ft.
Removal, Salvage, and Relocate Sloped Box Outlet, Type 1-15 Inch 1 Job
17 Guardrail Removal and Disposal *34 Ln.Ft.
18 Standard Curb and Gutter *62 Ln.Ft.
19 Manhole Type A, Frame and Lid Type 2 1 Ea.
20 Crushed Stone Base *1,080 Ton
21 Class 2 Asphalt Base 1.00D PG64-22 *300 Ton
22 Class 2 Asphalt Binder 0.50D PG64-22 *175 Ton
23 Class 2 Asphalt Surface 0.38D PG64-22 *360 Ton
24 Bituminous Tack Coat *560 Gallon
ITEM
NO. DESCRIPTION
QUANTITY UNIT
UNIT
PRICE
AMOUNT
25 Bituminous Prime Coat
*540 Gallon $ $ 26 Geotextile Fabric - Type III
*2,780 Sq.Yd.
27 Asphalt Pavement Milling and Texturing
*235 Ton
28 Roadway Signs
1 Job
29 Adjust Manhole Frame to Grade
*3 Ea.
30 Edge Key
*240 Ln.Ft.
31 Maintenance of Traffic
32 Pavement Striping
33 Pavement Markings
34 Type V Bi-Directional (Yellow) Marker
*13 Ea.
35 Metal Frame Gate
*2 Ea.
36 Gasketed Joint, SDR-26 Size 15-Inch Dia.
PVC *24 Ln.Ft.
37 KYTC Standard 6' X 3' Precast Box Culvert
Headwall 0 Deg *2 Ea.
38 Precast Concrete Box Culvert, Size 6' X 3'
*54 Ln.Ft.
39 Channel Lining, Class II
*585 Ton
40 Guardrail - Steel W Beam, S-Face
*950 Ln.Ft.
41 Guardrail End Treatment - Type 1
*1 Ea.
42 Guardrail End Treatment - Type 2A
*2 Ea.
43 Adjust Guardrail
*25 Ln.Ft.
44 Seeding
45 Polyvinyl Chloride (PVC) Pipe, 4-Inch
*1,973 LF
Total (Items 1 thru 45)
* Denotes an estimated quantity provided by the government for the purposes of bidding
PLEASE REFERENCE THE INSTRUCTIONS TO BIDDERS SECTION FOR INFORMATION ON BID
SUBMISSION.
SECTION 00 20 00 - INSTRUCTIONS FOR PROCUREMENT
The following have been added by full text:
AMENDMENT 01 CHANGES SUMMARY
The following is a list of changes for Amendment 01:
SECTION 00 10 00 - SOLICITATION
1. Bid Schedule. A revised Bid Schedule is included as part of this amendment.
The description for CLIN 0011 has changed from Common Fill or Backfill to Fill or Backfill and CLIN 0039 has changed from Class III to Class II. The amended Bid Schedule is enclosed as Enclosure No. 1.
SECTION 00 80 00 - SPECIAL CONTRACT REQUIREMENTS
2. This section is deleted in its entirety and a new revised Section 00 80 00 is substituted therefore as Enclosure No. 2.
SECTION 31 00 00 - EARTHWORK
3. This section is deleted in its entirety and a new revised Section 31 00 00 is substituted therefore as Enclosure No. 3.
SECTION 32 01 00 – EMERGENCY ACCESS ROAD AND MISCELLANEOUS SITE WORK
4. This section is deleted in its entirety and a new revised Section 32 01 00 is substituted therefore as Enclosure No. 4.
SECTION 33 46 16 – SUBDRAINAGE PIPING
5. This section is deleted in its entirety and a new revised Section 33 46 16 is substituted therefore as Enclosure No. 5.
DRAWINGS
6. The following drawings are hereby revised to indicate the following changes and are enclosed as Enclosure No. 6:
a. Drawing No. C-101. Added Riprap section at the ends of the concrete culvert.
b. Drawing No. C-103.
(1) Added Riprap section at the ends of the concrete culvert.
(2) Changed note from Class III to a Class II.
c. Drawing No. C-106.
(1) Added Riprap section at the ends of the concrete culvert.
(2) Changed note from Class III to a Class II.
(3) Key note 2 was referencing wrong sheet, deleted C-502 and replaced with C-503.
d. Drawing Nos. C-104 through C-321. Cross Sections sheets changed the depth of the channel lining.
e. Drawing No. C-324.
(1) Cross Section at Station 8+60 shows skewed concrete culvert, added riprap at the entrance.
(2) Added riprap note.
f. Drawing No. C-141. Added riprap area at both ends of the culvert.
g. Drawing No. C-502.
(1) Added riprap at both ends of the culvert.
(2) Display riprap depth and length, list gradation of riprap, lists suggested type or equivalent of geotextile fabric.
h. Drawing No. C-503.
(1) Changed depth of riprap ditch from 32” to 15”.
(2) Changed from a Class III to a Class II.
(3) Added Geotextile fabric suggested type or equivalent.
i. Drawing No. G-103. On note #17 replaced original wording “Random Fill” with “Fill and Backfill”.
The following have been modified:
INSTRUCTIONS
INSTRUCTIONS TO BIDDERS
BID OPENING
The bid opening will be held at US Army Corps of Engineers, 502 8th Street, Room #419, Huntington, WV 25701. For date and time of Bid Opening, see block 11 on Standard Form 1442. Upon arrival, Contractors must check in with the Security Desk to have them contact Karen Simmons at ext. 5182 to submit your bid and be escorted to the room for the Bid Opening.
One sealed paper original and one paper copy of bids are due at the place specified on the Standard Form 1142, Item 8 by 1:00 PM Eastern on 29-May-2018. It is preferred that bidders submit, in addition to the hard copies, a searchable PDF document on a CD or DVD. Submissions received soley via electronic media such as CD, DVD, thumbdrive, email, or facsimile will not be considered.
PRICE BASIS
Bidders are advised that only bids submitted on a firm-fixed price basis will be considered, and that bids submitted on any other than firm-fixed price basis will be rejected.
Bid price alterations, i.e., crossed-out or white-out changes on the bid will not be accepted unless the change (s) is/are initialed by the person authorized to sign bid package.
BID QUANTITIES
Bids for less than specified quantities of each item in the Schedule will not be considered. Failure to submit a unit price for each item where required in the Schedule will be considered as a material deviation from the requirements of the solicitation, and the bid will be rejected. (FAR 14.201-5)
ARITHMETIC DISCREPANCIES.
(a) For the purpose of initial evaluation of bids, the following will be utilized in resolving arithmetic discrepancies found on the face of the bidding schedule as submitted by the bidders:
(1) Obviously misplaced decimal points will be corrected;
(2) In case of discrepancy between unit price and extended price, the unit price will govern;
(3) Apparent errors in extension of unit prices will be corrected;
(4) Apparent errors in addition of Job and extended price will be corrected; and
(b) For the purpose of bid evaluation, the Government will proceed on the assumption that the bidders intends their bid to be evaluated on the basis of unit prices, extensions, and totals arrived at by resolution of arithmetic discrepancies as provided above and bid will be so reflected on the abstract of bids.
ADDITIONAL INSTRUCTIONS
I. BIDS MUST SET FORTH FULL, ACCURATE AND COMPLETE INFORMATION AS REQUIRED BY
THIS INVITATION FOR BID (INCLUDING ATTACHMENTS). THE PENALTY FOR MAKING
FALSE STATEMENTS IN BIDS IS PRESCRIBED IN 18 U.S.C. 1001.
II. THE HUNTINGTON DISTRICT, CORPS OF ENGINEERS DOES NOT ACCEPT BIDS BY
FACSIMILE TRANSMISSIONS AND/OR EMAIL.
III. NOTE THE AFFIRMATIVE ACTION REQUIREMENTS OF THE EQUAL EMPLOYMENT
OPPORTUNITY CLAUSE (FAR 52.222-23) WHICH WILL APPLY TO THE CONTRACT
RESULTING FROM THIS SOLICITATION.
STATEMENT OF WORK CLAUSES
UAI 5152.231-9000 Equipment Ownership and Operating Expense Schedule (MAR 1995)
(a) This clause does not apply to terminations. See UAI 5152.249-9000, Basis for Settlement of Proposals, and Federal Acquisition Regulation (FAR) part 49.
(b) Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region [insert Roman numeral for the appropriate region of the schedule]. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.
(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.
(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.
(End of clause) UAI 5152.236-9009 Partnering (FEB 2000) In order to most effectively accomplish this contract, the Government proposes to form a partnership with the Contractor to develop a cohesive building team. It is anticipated that this partnership would involve the Contractor, primary subcontractors and designers, and the Corps of Engineers. This partnership would strive to develop a cooperative management team drawing on the strengths of each team member in an effort to achieve a quality project within budget and on schedule. This partnership would be bilateral in membership and participation will be completely voluntary. Any cost associated with effectuating this partnership, excluding travel and lodging cost of Government personnel, will be borne by each party. The partnering meetings shall be held in a place acceptable to both parties. Costs associated with partnering will be negotiated bilaterally after award.
(End of clause) UAI 5151.249-9000 Basis for Settlement of Proposals (MAR 2009) Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under Federal Acquisition Regulation (FAR) 49.206-2(b). In evaluating a termination settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:
(a) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.
(b) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.
(c) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.
(d) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of Federal Acquisition Regulation (FAR) 31.205-11).
(e) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.
(End of clause)
(End of Summary of Changes)
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