Am_0003.pdf

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 numbered solicitation for Southeast Louisiana Urban Flood Control Project, SELA-26, Widening of Florida Avenue Canal, Phase IV St. Ferdinand Street to Peoples Avenue, Orleans Parish, LA is hereby modified to include attachments stated w ithin Amendment 0002, but w ere inadvertently not included. The deadline for submitting questions related to Amendments 0002 & 0003 remains 10:00am CST, Thursday, August 7, 2014. Questions submitted after this deadline and/or not related to Amendments 0002 & 003 w ill not be answ ered.

THE DUE DATE FOR THE SUBMISSION OF PROPOSALS OF 2:00PM CST, 13 AUGUST 2014 REMAINS UNCHANGED.

1. CONTRACT ID CODE PAGE OF PAGES

1 47

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

16C. DATE SIGNED

BY 04-Aug-2014

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 W912P8-14-R-0036

X 9B. DATED (SEE ITEM 11)

14-Jul-2014

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 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

04-Aug-2014

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

00010-3 Ed 11-147

SECTION 00010 – BIDDING SCHEDULE

SELA, Urban Flood Control Project, Widening of Florida Ave. Canal, Phase IV, St. Ferdinand Street to Peoples Avenue, Orleans Parish, Louisiana

Item DESCRIPTION Estimated

Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 Job

0002 Railroad Insurance 1 Job

0003* Entergy Transmission Power Outages

25 EA $5,250.00 $$131,250.00

0004 Temporary Retaining Structures 1 Job

Temporary Retaining Structures (Sheet Pile Left In Place)

1 Job

0006 Work Platform 1 Job

Temporary Dam Emergency Removal and Reconstruction

40 EA

0008 Traffic Control and Coordination 1 Job

Maintenance and Diversion of Storm Water

1 Job

0010 Selective Demolition 1 Job

Removal and Disposal of Asbestos Cement Waterline

203 LF

Cast-in-Place Flume (Florida Avenue Canal)

203 LF

Cast-in-Place Flume (Peoples Avenue Canal)

115 LF

0014 Box Culvert (Florida Avenue Canal) 892 LF

0015 Box Culvert (Almonaster Road) 174 LF

0016 Box Culvert (Lateral 'D') 198 LF

0017 Box Culvert (Benefit Street) 122 LF

0018 Box Culvert (Treasure Street) 124 LF

0019 Box Culvert (Abundance Street) 242 LF

0020 Box Culvert (Painters Street) 267 LF

0021 Box Culvert (Eads Street) 223 LF

0022 Box Culvert (Deers Street) 223 LF

00010-4 Ed 11-147

Box Culvert (Peoples Avenue Canal & Temporary Diversion Box Culvert)

611 LF

0024 Temporary Diversion Wall 1 Job

0025 8' x 8' Box Culvert Tie-In 1 Job

0026 Precast Box Culvert (Benefit Street) 1,012 LF

Precast Box Culvert (Treasure Street)

1,009 LF

Precast Box Culvert (Abundance Street)

897 LF

Precast Box Culvert (Painters Street)

697 LF

0030 Precast Box Culvert (Eads Street) 704 LF

0031 Precast Box Culvert (Deers Street) 705 LF

0032 Geotechnical Instrumentation 1 Job

0033 Electrical Work 1 Job

0034 Clearing and Grubbing 1 Job

0035 Structural Excavation 91,788 CY

0036 Structural Backfill 27,326 CY

0037 Construction Dewatering 1 Job

0038 Foundation Jet Grouting 1 Job

0039 Cantilevered Sheet Pile Wall 1 Job

Furnish and Drive Prestressed Concrete Piles (14"x14")

5,481 LF

0041 Compression Pile Load Tests 7 EA

Furnish and Drive Steel H-Piles (HP 12x84)

300,824 LF

0043 Hollow Steel Pipe Piles (12") 25,863 LF

0044 Furnish and Drive Timber Piles 20,242 LF

Repair of Failed Areas in Asphalt Pavement

1,000 SY

0046 Granular Base Course (8" Thick) 44,769 SY

Granular Shoulder Course (4" Thick)

1,092 SY

0048* Geotextile Fabric 50,460 SY

0049* Geogrid 46,088 SY

00010-5 Ed 11-147

0050* Asphaltic Concrete-Wearing/Binder Courses

26,008 SY

0051 Concrete Pavement (9" Thick) 15,695 SY

0052 Concrete Driveway (6" Thick) 11,430 SY

0053 Concrete Driveway (8" Thick) 7,128 SY

Incidental Concrete Pavement (4" Thick)

200 SY

Integral Concrete Curb (Barrier Type)

7,770 LF

Integral Concrete Curb (Mountable Type)

200 LF

Combination Concrete Curb and Gutter Bottom (Barrier Type)

157 LF

Combination Concrete Curb and Gutter Bottom (Mountable Type)

11,346 LF

0059 Concrete Sidewalk (4" Thick) 7,492 SY

0060 Concrete Handicap Ramp (4" Thick) 1,924 SY

0061 Pavement Markings 1 Job

0062 Chain Link Fencing and Gates 540 LF

0063 Fertilizing, Seeding, and Mulching 1 Job

0064* 48" Diameter Drainage Force Main (Florida Ave. Canal)

431 LF

0065* Pipe Support Structure 37 EA

0066 Fence Fans 8 EA

0067 12" Diameter RCP 10 LF

0068 15" Diameter RCP 373 LF

0069 18" Diameter RCP 4,091 LF

0070 24" Diameter RCP 9 LF

0071 30" Diameter RCP 329 LF

0072 Drain Brick Manhole (No. 1 & No. 2) 31 EA

Drop Inlet Catch Basin with Grate "A”

21 EA

Drop Inlet Catch Basin with Grate "B”

17 EA

0075 Single Vertical Catch Basin (No. 1) 149 EA

0076 Double Vertical Catch Basin (No. 1) 14 EA

00010-6 Ed 11-147

0077 Drain Concrete Trench and Frame 1 EA

Adjusting Existing Vertical Catch Basins and Drop Inlets

2 EA

0079 House Storm Drain Reconnections 4 EA

0080 Concrete Slope Pavement 1,159 SQ

0081+ Railroad Ballast Stone 13,836 SY

TOTAL BASE WORK: $

OPTIONAL WORK 1 (OW-1)

0082 8" Diameter PVC Waterline - OW-1 281 LF

8" Diameter Ductile Iron Waterline -

OW-1

207 LF

16" Diameter Ductile Iron Waterline

- OW-1

139 LF

42" Diameter Steel Water Transmission Line - OW-1

190 LF

50" Diameter Steel Water Transmission Line - OW-1

606 LF

0087 Fire Hydrant Assembly - OW-1 1 EA

0088# 8"•Water Valve and Manhole -

OW-1

2 EA

0089# 16"•Water Valve and Manhole -

OW-1

1 EA

42" Diameter Valve and Valve Manhole - OW-1

1 EA

10" Diameter Gravity Sewer Line -

OW-1

321 LF

12" Diameter Gravity Sewer Line -

OW-1

74 LF

0093 12" Diameter Sewer Siphon - OW-1 2 EA

0094 30" Diameter Sewer Siphon - OW-1 1 EA

0095 Sewer Brick Manholes - OW-1 1 EA

0096 Adjusting Brick Manholes - OW-1 2 EA

0097* 72" Diameter Sewer Force Main (Florida Avenue Canal) - OW-1

1,360 LF

72" Diameter Sewer Force Main (Peoples Ave. Canal)

162 LF

0099* 60" Diameter Sewer Force Main (Peoples Ave. Canal) - OW-1

1,315 LF

0100* 54" Diameter Sewer Force Main (Florida Ave. Canal) - OW-1

582 LF

72" / 54" Diameter Sewer Force Main Change-Over - OW-1

59 LF

00010-7 Ed 11-147

54" Diameter Valve and Valve Manhole - OW-1

2 EA

72" Diameter Valve and Valve Manhole - OW-1

1 EA

0104+ 36” Diameter Sewer Force Main -

OW-1

61 LF

0105+ 36” Diameter Valve and Valve Manhole - OW-1

1 EA

0106+ 72” Steel Casing - OW-1 116 LF

0107+ 78” Steel Casing - OW-1 92 LF

0108+ 84” Steel Casing - OW-1 372 LF

0109+ 96” Steel Casing - OW-1 89 LF

TOTAL OPTIONAL WORK 1: $

OPTIONAL WORK 2a (OW-2a)

(North Streets)

8" Diameter PVC Waterline – OW- 2a

5,275 LF

0111#

Replace 1” and Smaller Water Service Connection with 1” Service

- OW-2a

81 EA

0112 Fire Hydrant Assembly - OW-2a 13 EA

0113# 8” Water Valve and Manhole - OW- 2a

16 EA

Temporary 2" Diameter PVC Waterline - OW-2a

10,550 LF

8" Diameter Gravity Sewer Line - OW-2a

3,464 LF

10" Diameter Gravity Sewer Line - OW-2a

318 LF

12" Diameter Gravity Sewer Line - OW-2a

10 LF

12" Diameter Sewer Siphon - OW- 2a

80 EA

30" Diameter Sewer Siphon - OW- 2a

170 EA

0120 Sewer Brick Manholes - OW-2a 87 EA

0121# Remove and Replace Sewer House Service - OW-2a

87 EA

0122 Adjusting Sewer Cleanouts - OW-2a 5 EA

0123 Adjusting Brick Manholes - OW-2a 8 EA

TOTAL OPTIONAL WORK 2a: $

00010-8 Ed 11-147

OPTIONAL WORK 2b (OW-2b) (South Streets)

8" Diameter PVC Waterline - OW- 2b

26 LF

16" Diameter Ductile Iron Waterline

- OW-2b

203 LF

0126+

Replace 1” and Smaller Water Service Connection with 1” Service

- OW-2b

56 EA

0127+ Replace 2” Water Service Connection - OW-2b

1 EA

0128 Fire Hydrant Assembly - OW-2b 9 EA

0129+

8” Water Valve and Manhole - OW- 2b

6 EA

Temporary 2" Diameter PVC Waterline - OW-2b

6,150 LF

8" Diameter Gravity Sewer Line - OW-2b

4,243 LF

0132 8" Diameter Sewer Siphon - OW-2b 35 EA

0133 Sewer Brick Manholes - OW-2b 26 EA

0134+ Remove and Replace Sewer House Service - OW-2b

44 EA

0135 Adjusting Sewer Cleanouts - OW-2b 4 EA

0136 Adjusting Brick Manholes - OW-2b 20 EA

TOTAL OPTIONAL WORK 2b: $

TOTAL BASE WORK+ OPTIONAL WORK 1

+ OPTIONAL WORK 2a + OPTIONAL WORK 2b:

*Denotes a quantity change from the previous Bidding Schedule. Note, some item numbers have changed.

# Denotes a change to the bid item name

+ Denotes a new bid item added.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED

TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL BE

DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

00010-9 Ed 11-147

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Program, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

*NOTE 4: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the OPTIONAL WORK Items by written notice to the Contractor. The Government will exercise Optional Work 1 no sooner than 100 calendar days and no later than 200 calendar days after Notice to Proceed of this contract. The Government will exercise Optional Work 2a and Optional Work 2b no sooner than 350 calendar days and no later than 500 calendar days after notice to proceed of this contract. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

NOTE 5: EVALUATION OF OPTIONS (FAR 52.217-5 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 this basic requirement.

Evaluation of options will not obligate the Government to exercise the option(s).

**If an option is to be exercised at the time of contract award in accordance with FAR 17.208, FAR clause 52.217-4 shall be used in place of FAR clause 52.217- 5.

NOTE 6: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF

OPTIONAL WORK. In the event that OPTION WORK items (Items 081 through 0129) are exercised under the terms of the contract, the time required for completion of the contract will not be adjusted but shall be performed concurrent with the original contract duration of 1,460 calendar days established for the

BASE WORK items specified in the Contract Clause entitled

“COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52-

211-10 – APR 1984)”.

B2EDTLEM

Text Box Note for SELA Florida IV - For approximate locations of station numbers, see Dwg. C-113 (drawing Vol. 1) for Peoples Ave. and Florida Ave. (Baseline offsets are not applicable for SELA Florida IV - SELA 26)