AMENDMENT_0002_-OAKLAWN_W912P6-16-B-0004_v1rgb.pdf

W81G6661734629

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 DESCRIPTION OF THIS AMENDMENT FOLLOWS ON THE NEXT PAGES -

NOTE: BLOCK 9 OF THE SF 1442 SHOULD HAVE READ AS THOMAS RUSSELL; PHONE NUMBER 312-846-5376.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 17

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

16C. DATE SIGNED

BY 25-Aug-2016

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 W912P6-16-B-0004

X 9B. DATED (SEE ITEM 11)

29-Jul-2016

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-Aug-2016

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P6-16-B-0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT PARTICULARS

A. BID OPENING DATE: The bid opening date is hereby EXTENDED by this Amendment 0001; in this regard, all bids are now due by 2:00 p.m. CST on September 1, 2016. Detailed information regarding the submission of bids is located at SECTION 00010 of the Solicitation document and herein this Amendment.

B. PREBIDMEETINGATTENDANCE: Provided herein is a list of the attendees from the Pre BidMeeting held on August 10, 2016 (THE LIST FOLLOWS THE REVISED BID SCHEDULE).

C. AMENDEDSOLICITATIONSECTIONS:

At SECTION 00010 (Solicitation Contract Form, which serves as the Contractor’s Bid Schedule):

CLIN 0003 The Quantity changed from 221 Linear Foot to 211 Linear Foot

CLIN 0007 The Quantity changed from 200 Linear Foot to 211 Linear Foot

CLIN 0014

The CLIN description has CHANGED FROM Pre Inspection Cleaning of 10 in Pipe (Area 1)

TO: “CIPP REHABILITATION OF 10" PIPE AREA 1”

CLIN 0016

The CLIN description has CHANGED FROM Pre Inspection Cleaning of 10 in Pipe (Area 2)

TO: “CIPP REHABILIATION OF 10" PIPE AREA 2”

As a result of the aforementioned changes, a REVISED BID SCHEDULE is hereby incorporated. Therefore, bidders shall replace the previously issued Bid Schedule with the REVISED Bid Schedule enclosed hereunder and are required to enter their prices on the Revised Bid Schedule for submission to the

USACE.

D. AMENDED SPECIFICATION SECTION: ENCLOSED HEREWITH are the following revisions to the Specifications. Therefore, bidders shall remove the affected pages/Sections and replace them with the respective pages/Sections attached hereto. In summary, the below revisions were made to the aforementioned Specification Section:

(1) SPECIFICATION SECTION 33 01 30.11 – TELEVISION INSPECTION OF SEWERS, 3.2, paragraph 14 is replaced in its entirety with the following:

Initial Inspection Data Submittal – After each area is inspected, submit draft copies of CCTV inspection videos and documentation. Inspection video will be reviewed and specific pipes and manholes within the project area will be identified for rehabilitation. Rehabilitation will then be authorized in writing.

(2) SPECIFICATION SECTION 33 01 30.72 01 – CURED IN PLACE PIPE LINING, 1.5, subparagraph 3.b is replaced in its entirety with the following:

The CONTRACTOR’S number of years of experience in installing CIPP liners in pipes 8 in to 10 in diameter.

(3) SPECIFICATION SECTION 33 01 30.72 01 – CURED IN PLACE PIPE LINING, 2.1, paragraph 1 is replaced in its entirety with the following:

CIPP lining shall be Insituform by Insituform Technologies, Inc., Inliner by Inliner USA, Inc., Cure Line by Pipelining Products, Inc., National Liner by National Envirotech, Inc.,Aquacure by Applied Felts or approved equal.

(4) SPECIFICATION SECTION 33 01 30.72 01 – CURED IN PLACE PIPE LINING, 2.1, subparagraph 3.a is replaced in its entirety with the following:

Minimum Installed Thickness – the liner shall have a nominal thickness per the CONTRACTOR’S submitted and approved calculations.

E. APPENDIX A Summary of Work, Village of Oak Lawn, IL Sanitary Sewer Rehabilitation 2017 Areas 1 2: By this Amendment 0002, Appendix A is revised as described in the below responses provided by the USACE. Therefore, this Amendment replaces Appendix A with the REVISED Appendix A issued hereunder, which is attached hereto.

Pipe

F. USACE RESPONSES TO CONTRACTORS QUESTONS:

Question 1. Is a table available that indicates which manholes correspond to pipe ID #s that are included in Appendix A?

USACE Response 1. The table from Appendix A was revised by way of this Amendment 0002 to add additional columns – SEE the revised Appendix A, which is attached hereto this Amendment. Note, No additional rows were added. The second and third columns reference manhole IDs referenced to pipe IDs.

Question 2. What line segments are in Areas 1 and 2 (Items 0014 and 0016, respectively)?

USACE Response 2. The Contractor shall refer to the revised Appendix A (which is attached to this Amendment). No additional rows were added. The fourth column in identifies project area.

Question 3. Selected CIPP following cleaning/CCTV will consist only of full length, manhole to manhole lining, correct (no short liners)?

USACE Response 3. Selected CIPP will be full length pipe liners per Section 33 01 30.72 01 of the Specifications.

Question 4. Is the Lateral/Main Chemical Grouting item (0009) to include potential grouting in laterals and mainline, or is the plan to grout laterals in line segments selected for CIPP?

USACE Response 4. This bid item is to grout the lateral / main interface to remove I/I from defects, such as hammer taps. Lateral / main interface grouting will be in conjunction with CIPP lining per Section 33 01 30.61 of the Specifications.

Question 5. What manholes are scheduled for rehabilitation?

USACE Response 5. Manholes scheduled for rehabilitation will be selected in conjunction with pipe lining. Specific manholes are not selected yet, but will be located in Areas 1 or 2 per Section 33 01 30.63 of the Specifications.

Question 6. Please confirm CIPP inversion with air (and subsequent steam cure) is acceptable.

USACE Response 6. Air inversion with steam curing is acceptable per Section 33 01 30.72 01 of the Specifications.

Question 7. Per specification, under Cured In Place Pipe Lining, Part 2 Products, 2.1 CIPP Lining, "or approved equal". Please find attached our Qualification Statement and advise if we may be considered approved?

USACE Response 7. Product suitability is determined after contract award during the submittal process per Section 01 33 00 of the Specifications.

G. POINT OF CONTACT FOR THIS AMENDMENT: THOMAS RUSSELL AT Thomas.j.russell@usace.army.mil..

REVISED Section 00010 Solicitation Contract Form, serving as the BID SCHEDULE

Bidders are required to FULLY PRICE ALL THE ITEMS BELOW, with the exceptions of those items directing entry of pricing at the Sub-Item level AND THE PREPRICED ITEM 0012.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

MOBILIZATION

FFP

Under this CLIN, the contractor is required to perform mobilization activities. The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site.

Payment Provisions: The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer or its Representative may require the Contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there's no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

PURCHASE REQUEST NUMBER: W81G6661734629

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job

DEMOBILIZATION

FFP

Under this CLIN, the contractor is required to perform demobilization activities.

The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force to the project site.

Payment Provisions: The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer or its Representative may require the Contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there's no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003 211 Linear

Foot Pre Inspection Cleaning of 8-in Pipe

FFP

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0004 15,024 Linear

Foot Pre Inspection Cleaning of 10-in Pipe

FFP

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0005 211 Linear

Foot CCTV Inspection of 8-in Pipe

FFP

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0006 15,024 Linear

Foot CCTV Inspection of 10-in Pipe

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0007 211 Linear

Foot CIPP Rehabilitation of 8-in Pipe

FFP

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0008 2,950 Linear

Foot CIPP Rehabilitation of 10-in Pipe

FFP

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0009 30 Each

Lateral / Main Chemical Grouting

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0010 15 Each

Chimney Seal

FFP

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0011 100 Linear

Foot Manhole Rehabilitation

FFP

UNIT OF MEASURE: VERTICAL FOOT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0012 1 Lot $30,000.00 $30,000.00

GOVERNMENT PRICE ALLOWANCE

FFP

(PRE-PRICED)

GOVERNMENT PRICE ALLOWANCE FOR EXCAVATION, POINT REPAIR,

AND RESTORATION & REIMBURSABLE UPON EVIDENCE OF

EXPENDITURES

Under this Line Item, the Government is allotting $30,000.00 for Excavation, Point Repair, and Restoration necessary in the performance of work. The Contractor shall manage this line item in coordination with the Contracting Officer's Representative (COR) such that compliance with the allocated amount can be verified by the COR prior to the Contractor's submission of its invoice for this item.

The Government will not pay more than the total amount allocated for this line item. Should the Government determine that additional quantities/services are critical to execute under this line item, the Government may negotiate a fair and reasonable price with the Contractor to make adjustments to the allocated amount.

However, the Contractor shall NOT incur any additional costs or perform any additional services outside of the item amount until the Government has authorized the Contractor to proceed with additional services.

The COR is responsible for processing payments. The contractor shall provide the COR with paid invoices and all other supporting cost information for the verification of the Contractor's expenditures for this line item.

NET AMT $30,000.00

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0013 1 Lot

Performance and Payment Bond

FFP

FOR BASE ITEMS (0001 THROUGH 0012)

THIS IS A COST-REIMBURSABLE LINE ITEM - The Government will reimburse the Contractor for the actual cost of acceptable performance and payments bonds, upon receiving evidence of payment (paid invoice) from the bonding company or agency, not to exceed the total amount of the contract line item. The Government will not pay more than the total line item amount for the performance and payment bonds. If the actual cost of the bonds is less than the line item amount, the contract will modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0014 1,400 Linear

Foot

OPTION CIPP REHABILITATION OF 10" PIPE-AREA 1

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0015 1 Lot OPTION Performance & Payment Bond for Item 0014

FFP

THIS IS A COST-REIMBURSABLE LINE ITEM - The Government will reimburse the Contractor for the actual cost of acceptable performance and payments bonds, upon receiving evidence of payment (paid invoice) from the bonding company or agency, not to exceed the total amount of the contract line item. The Government will not pay more than the total line item amount for the performance and payment bonds. If the actual cost of the bonds is less than the line item amount, the contract will modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0016 1,400 Linear

Foot

OPTION CIPP REHABILIATION OF 10" PIPE-AREA 2

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0017 1 Lot OPTION Performance & Payment Bond for Item 0016

FFP

THIS IS A COST-REIMBURSABLE LINE ITEM - The Government will reimburse the Contractor for the actual cost of acceptable performance and payments bonds, upon receiving evidence of payment (paid invoice) from the bonding company or agency, not to exceed the total amount of the contract line item. The Government will not pay more than the total line item amount for the performance and payment bonds. If the actual cost of the bonds is less than the line item amount, the contract will modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

NET AMT

BID PRICING:

TOTAL AMOUNT FOR BASEWORK (ITEMS 0001 THROUGH 0013): $__________________

(The Base amount should include the prepriced Item 0012 at $30,000.00)

TOTAL AMOUNT FOR OPTIONS ITEMS (0014 THROUGH 0017): $ ____________________

OVERALL BID AMOUNT (ITEMS 0001 THROUGH 0017): $_____________________

NOTE: THE OVERALL BID AMOUNT SHOULD INCLUDE THE PRE PRICED ITEM CLIN 0012

$30,000.00.

PROJECT DESCRIPTION CONTINUED:

BLOCK 10 CONTINUED (PAGE 1) DESCRIPTION OF PROJECT: Cleaning activities include hydraulic cleaning and the removal and disposal of roots / debris, as well as leveling intruding taps. Inspection shall be accomplished with a closed circuit television inspection and post inspection data processing in accordance with NASSCO PACP shall be required. Pre rehabilitation cleaning and inspection may be required for select rehabilitation areas.

Rehabilitation includes manhole cementitious restoration, chimney seal restoration, manhole rim adjustment, chemical grouting, lateral / connection repairs, short liners, point repairs and cured in place pipe lining.

IMPORTANT BID NOTES:

1. BID CONDITIONS:

a. TheContractor shall bid ALL items including theOPTIONS ITEMScontained in the Bid Schedule, with no exceptions. Should a Contractor fail to fully complete thebid schedule, its bid maybe considerednon responsive to the solicitation and In eligible for the resultant contract award. Therefore, the bidder’s total price for thework shall be basedon the TOTAL of all BID items included in the Bid Schedule. The Contractor shall enter both its unit prices and extendedprices for eachBid Itemand theOption Item.

b. TheGovernment intends to award all Base Bid Items to the responsive, responsible bidder submitting the lowest aggregate fair and reasonable price for all items in the bid schedule. In determining the lowest aggregate price, the government will include the price of CLIN 0012.

c. Split ormultiple awardswill not result fromthis solicitation.

2. OPTION PROVISIONS:

a. OPTION ITEMs 0014 AND 0016: At the government’s discretion, these Option Items may be exercised by 270 DAYS FOLLOWING THE CONTRACTOR’S ACKNOWLEDGMENT OF THE NOTICE TO PROCEED.. Should the government exercise Option 0014, the contractor will be required to complete all “contract” work by the contract completion date. Should the government exercise Item 0016 subsequent to Item 0014, no additional time will be provided in the contract; all contract work (including the option work) will need to be completed by the contract completion date.

b. OPTION ITEMs 0015 and 0017: These particular Option Items will be awarded when the affiliated Option Item is awarded, as the Contractor is required to furnish additional bonding for all contract increases.

The Government will reimburse the contractor for the actual cost of acceptable performance and payment bonds FOR THE OPTION ITEMS AWARDED, upon receiving evidence of payment (paid invoice) from the bonding company or agency, not to exceed the total amount of the contract line item. The Government will not pay more than the total line item amount for the performance and payment bonds.

If the actual cost of the bonds is less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line itemwill also be made for any revisions to the actual bond costs associated with contract changes.

3. SUBMISSIONOF BIDS:

a. BIDS OR ORMODIFICATIONSTOBIDS THATARERECEIVEDBY FACSIMILEOR TELETYPEWILLNOTBE CONSIDERED. All Sealed Bidsmust be submitted in accordancewith the procedures set forth in BlockNo. 13 of Page 1 of this SolicitationDocument.

b. Bidders are required to acknowledge the receipt of all amendments to the Solicitation on the Standard Form1442 in the spaceprovided, by completing Blocks 8 and 15 of theAmendment (Standard Form30), by separate letter, or by telegramprior to opening of bids.

c. SF 1442BACK (Page 2 of the Solicitation): Bidders shall fully complete all the required areas located under the section designated as “OFFER” (refer to Items14 through 20C)

d. Section00600 (Representations andCertifications): Thebiddermust fully complete Section 00600 of this Solicitation and submit it alongwith all other documents requiredby this Solicitation. Bids receivedwithout this Section fully completedmaybe rejected, considered non responsive and ineligible for award.

e. BIDGUARANTEE: The bidder is required to submit a BidGuarantee for this procurement. Any bidder failing to submit an authentic BidGuaranteewill be considered non responsive to the Solicitation and ineligible for award. TheBidGuarantee shall be in the amount of 20%of the bidder’s price or $3,000,000.00, whichever is less.

DELIVERY OF BIDS:

(1) Sealed Bids: Regardless of themethodof delivery (mailed or hand carried), bids and all other documents calledout in theSolicitation shall beenclosedandsealed inanenvelope that is clearlymarked “Bid” and shall include the assigned SolicitationNumber, and theBidOpeningDate and Time.

(2) Mailed Bids: It is the responsibility of eachbidder to ensure that its Sealed Bid is receivedby the ChicagoDistrict’s – USACEContracting Branch, located at 231 South LaSalle Street, Suite 1500, Chicago, IL 60604 prior to the date and time set for the opening of the bids – See Block 13Aof Page 1 of the Solicitation.

(3) Hand carried Bids Delivered on the Day of the Bid Opening PRIOR TO NOON: For bids being hand carried prior to 12: NOON on the date of the bid opening, the bidder shall CONTACT Mr.

Thomas Russell at 312 846 5376, or Mike Jones at 312 846 5373 to retrieve its Bid from the Lobby Area of the USACE’s office location, which is located at 231 South LaSalle Street, Chicago, Illinois 60604

(4) Hand carriedBidsDeliveredon theDayof theBidOpeningAFTER12:00NOON: For bids being handcarried after 12:noonon thedate of the bid opening, the bidder shall be prepared to check in at the Security desk (see detailed instructions provided belowat Paragraph4) and from there, sign in at Suite 1500wherein afterwards it will be directed to the designatedBidOpening Roomto furnish its sealed bid.

f. BID OPENING ROOM:

a.ThedesignatedBidOpeningRoom is located on the 16th floor at 231 South LaSalle Street, Suite 1500, Chicago, Illinois 60604.

b. In order to gain access, all interestedparticipantsmust check in at the Security Desk in the lobby (Clark Street entrance)with a valid photo ID. The Security deskwill issue an access card for gaining access to theUSACE MainOffice, Suite 1500.

b.Each visitor is required to check in at theUSACEMainOffice, Suite 1500,where theywill be asked to sign in andwill then be directed to the BidOpeningRoom. All individuals intending to attend the BidOpening must allowenough time to go through security and check in at theUSACE office before being escorted to the Bid opening room.

Questions:PLEASENOTE: INTERESTEDBIDDERSAREHIGHLYENCOURAGEDTOSUBMITTHEIR CONTRACTINGANDTECHNICAL INQUIRIES INWRITING toThomasRussellat Thomas.j.russell@usace.army.mil withacopytoWesleyD.;DewaratWesley.D.Dewar@usace.army.mil

– BE SURE TO INCLUDE THE SOLICIATION NUMBERW912P6 16 B 0004 AND PROJECT TITLE ON THE

SUBJECT LINE OF YOUR EMAIL.

END OF REVISED SECTION 00010

PUBLIC PRE BIDMEETING ATTENDANCE ROSTER

OAK LAWN SEWER IMPROVEMENT PROJECT

DATE: 10 AUG 2016

SOLICITATION NUMBERW912P6 16 B 0004

PROJECT TITLE: OAK LAWN SANITARY SEWER REHABILITATION PROJECT

NAME ORGANIZATION PHONE

MIKE TAMILLO OPCON, INC SDVOD 630 221 1880

TOMWOOKD VISU SEWER OF ILLINOIS 708 237 0340

BOB REIE CDM SMITH 630 764 9063

MANDEERAWAGLE CDM SMITH 312 346 5000

DOUG YOUNBLOOD CDM SMITH 651 202 5752

CASEY MORGAN VORTEX 518 859 6323

BILL MEYER VILLAGE OF OAK LAWN 708 499 7748

MARY FLOYD IES 708 923 9588

TOM RUSSELL USACE 312 846 5376

MONICA OTT USACE 312 846 5591

KEVIN COBURN INSITUFORM 630 842 8539

STEVE BARRETT V.O.L. 708 499 7749

PU BLI C PRE-BI D M EETI N G ATTEN DANCE ROSTER

OAK LAWN SEWER IMPROVEMENT PROJECT

DATE: 10 AUG 2016

SOLICITATION NUMBER: W91 2P6-1 6-8-0004

PROJECT TITLE: OAK LAWN SANIIARySEWER REHABILITATION

NAME (PLEASE PRINT) ORGANIZATION PHONE NUMBER

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SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in theBIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization from Project Site (Bid Item 0001)

1.1.1.1 Payment

Bid Item 0001 shall include all costs for mobilization at the job sites.

Costs include: mobilization of all of the Contractor's equipment and materials. This bid item also includes costs to access the work.

Contractor will not be paid for any additional mobilizations to complete the work beyond this.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Demobilization from Project Site (Bid Item 0002)

1.1.2.1 Payment

Bid Item 0002 shall include all costs for demobilization at the job sites.

Costs include: demobilization of all of the Contractor's equipment and materials. This bid item also includes costs to access the work.

Contractor will not be paid for any additional demoblizations to complete the work.

1.1.2.2 Unit of Measure

Unit of measure: job.

1.1.3 Allowance for Excavation, Point Repair and Restoration (Bid Item 0012)

1.1.3.1 Payment

Bid item 0012 is a cost reimbursable line item - The government will reimburse the contractor for the actual cost associated with accessing the site, excavating to expose the pipe, removing the damaged pipe, repairing

SECTION 01 22 00.00 10 Page 3

AMD-0001

1.1.3 AAllowance for Excavation, Point Repair and Restoration (Bid Item 0012)

1.1.3.1 Payment

Bid item 0012 is a cost reimbursable line item - The government will reimburse the contractor for the actual cost associated with accessing the site, excavating to expose the pipe, removing the damaged pipe, repairing the damaged pipe with a point repair, covering the pipe and restoring the site.

CONTRACTOR shall obtain written approval from the CONTRACTING OFFICER prior to conducting a point repair. CONTRACTOR shall present the CONTRACTING OFFICER with two quotes for conducting the designated point repair. The CONTRACTING OFFICER will opt to either authorize one of the two quotes or contract the work separately.

1.1.3.2 Unit of Measure

Unit of measure: job (Not to exceed).

1.1.4 Performance and Payment Bonds (Bid Item 0013, OPTION 0015, 0017)

1.1.4.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the actual cost of the bonds or the Contractor's bid price, whichever is less, after receiving evidence of payment (paid invoice) from the bonding company or agency

1.1.4.2 Unit of Measure

Unit of measure: lot.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Notwithstanding the requirements of any other specification, drawing, or clause in this Contract, the Contractor shall not perform work on, construct, or install any unit priced bid item in excess of the number listed as an estimated quantity in the Bidding Schedule without first receiving a Contract Modification that increases the estimated quantity of that unit price item.

1.2.1 Pre Inspection Cleaning of 8-in Pipe (Bid Item 0003)

1.2.1.1 Payment

Bid item 003 shall include the unit price of pipe cleaning, traffic controls, debris containment, decanting, travel and waste disposal costs.

No payments will be provided for cleaning work that is not completed in accordance with specifications.

1.2.1.2 Measurement

Measurement is made on a linear foot basis, measured to the nearest whole foot. Measurements will be along the horizontal centerline of the pipe with no deductions for fittings and will not continue to the center of the manhole. Measurement shall be from the pipe/manhole interface at one end

SECTION 01 22 00.00 10 Page 4

AMD-0001

the damaged pipe with a point repair, covering the pipe and restoring the site.

CONTRACTOR shall obtain written approval from the CONTRACTING OFFICER prior to conducting a point repair. CONTRACTOR shall present the CONTRACTING OFFICER with two quotes for conducting the designated point repair. The CONTRACTING OFFICER will opt to either authorize one of the two quotes or contract the work separately.

1.1.3.2 Unit of Measure

Unit of measure: job (Not to exceed).

of the pipe and the pipe/manhole interface at the other end. Measurement lengths shall be quantified and verified based on daily maintenance logs and the on-board CCTV distance counter used during inspections.

1.2.1.3 Unit of Measure

Unit of measure: linear foot.

1.2.2 Pre Inspection Cleaning of 10-in Pipe (Bid Item 0004, OPTION 0014, 0016)

1.2.2.1 Payment

Bid item 0004 shall include the unit price of pipe cleaning, traffic controls, debris containment, decanting, travel and waste disposal costs.

No payments will be provided for cleaning work that is not completed in accordance with specifications.

1.2.2.2 Measurement

Measurement is made on a linear foot basis, measured to the nearest whole foot. Measurements will be along the horizontal centerline of the pipe with no deductions for fittings and will not continue to the center of the manhole. Measurement shall be from the pipe/manhole interface at one end of the pipe and the pipe/manhole interface at the other end. Measurement lengths shall be quantified and verified based on daily maintenance logs and the on-board CCTV distance counter used during inspections.

1.2.2.3 Unit of Measure

Unit of measure: linear foot.

1.2.3 CCTV Inspection of 8-in Pipe (Bid Item 0005)

1.2.3.1 Payment

Bid item 0005 shall include the unit price of video inspection, traffic controls, defect coding and the cost to produce final inspection documentation/reports. No payments will be provided for inspection work that is not completed in accordance with specifications.

1.2.3.2 Measurement

Measurement is made on a linear foot basis, measured to the nearest whole foot. Measurements will be along the horizontal centerline of the pipe with no deductions for fittings and will not continue to the center of the manhole. Measurement shall be from the pipe/manhole interface at one end of the pipe and the pipe/manhole interface at the other end. Measurement lengths shall be quantified and verified based on daily maintenance logs and the on-board CCTV distance counter used during inspections.

1.2.3.3 Unit of Measure

Unit of measure: linear foot.

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AMD-0001

1.2.4 CCTV Inspection of 10-in Pipe (Bid Item 0006)

1.2.4.1 Payment

Bid item 0006 shall include the unit price of video inspection, traffic controls, defect coding and the cost to produce final inspection documentation/reports. No payments will be provided for inspection work that is not completed in accordance with specifications.

1.2.4.2 Measurement

Measurement is made on a linear foot basis, measured to the nearest whole foot. Measurements will be along the horizontal centerline of the pipe with no deductions for fittings and will not continue to the center of the manhole. Measurement shall be from the pipe/manhole interface at one end of the pipe and the pipe/manhole interface at the other end. Measurement lengths shall be quantified and verified based on daily maintenance logs and the on-board CCTV distance counter used during inspections.

1.2.4.3 Unit of Measure

Unit of measure: linear foot.

1.2.5 CIPP Rehabilitation of 8-in Pipe (Bid Item 0007)

1.2.5.1 Payment

Bid item 0007 shall include the unit price of providing and installing cured-in-place pipe liners, pre-lining inspection, cutting intruding taps that interfere with lining, flow control, installation of pipe end seals, obtaining manhole and sewer access, traffic controls, pipe lining with a cured-in-place pipe liner, reestablishing private lateral connections, acceptance testing, post-lining acceptance inspection and site restoration. No payments will be provided for rehabilitation work that is not completed in accordance with specifications.

1.2.5.2 Measurement

Measurement is made on a linear foot basis, measured to the nearest whole foot. Measurements will be along the horizontal centerline of the pipe with no deductions for fittings and will not continue to the center of the manhole. Measurement shall be from the pipe/manhole interface at one end of the pipe and the pipe/manhole interface at the other end. Measurement lengths shall be quantified and verified based on daily maintenance logs and the on-board CCTV distance counter used during inspections.

1.2.5.3 Unit of Measure

Unit of measure: linear foot.

1.2.6 CIPP Rehabilitation of 10-in Pipe (Bid Item 0008, OPTION 0014, 0016)

1.2.6.1 Payment

Bid item 0008 shall include the unit price of providing and installing cured-in-place pipe liners, pre-lining inspection, cutting intruding taps that interfere with lining, flow control, installation of pipe end seals, obtaining manhole and sewer access, traffic controls, pipe lining with a cured-in-place pipe liner, reestablishing private lateral connections, SECTION 01 22 00.00 10 Page 6 acceptance testing, post-lining acceptance inspection and site restoration. No payments will be provided for rehabilitation work that is not completed in accordance with specifications.

1.2.6.2 Measurement

Measurement is made on a linear foot basis, measured to the nearest whole foot. Measurements will be along the horizontal centerline of the pipe with no deductions for fittings and will not continue to the center of the manhole. Measurement shall be from the pipe/manhole interface at one end of the pipe and the pipe/manhole interface at the other end. Measurement lengths shall be quantified and verified based on daily maintenance logs and the on-board CCTV distance counter used during inspections.

1.2.6.3 Unit of Measure

Unit of measure: linear foot.

1.2.7 Lateral/Main Chemical Grouting (Bid Item 0009)

1.2.7.1 Payment

Bid item 0009 shall include labor and materials to complete site access, pre-inspection, pre-cleaning to clear debris/roots from the grout area, cutting taps (if needed to apply grout), flow control, traffic control, chemical grout quality control testing, application of chemical grout to a distance 8 ft inside the lateral and to refusal point using the lateral packer method, cleaning residual seal material, acceptance testing and site restoration.

1.2.7.2 Measurement

Measurement is made on a per service lateral basis at the lateral/main interface of an 8-in to 10-in main sewer pipe.

1.2.7.3 Unit of Measure

Unit of measure: EACH.

1.2.8 Chimney Seal(Bid Item 0010)

1.2.8.1 Payment

Bid item 0010 shall include labor and materials to complete site access, pre-inspection, pre-cleaning, flow control, traffic control, installation of a chimney seal, acceptance testing and site restoration.

1.2.8.2 Measurement

Measurement is made on a per chimney seal basis.

1.2.8.3 Unit of Measure

Unit of measure: EACH.

SECTION 01 22 00.00 10 Page 7

1.2.9 Manhole Rehabilitation (Bid Item 0011)

1.2.9.1 Payment

Bid item 0011 shall include labor and materials to complete site access, pre-inspection, pre-cleaning, flow control, chemical grouting of infiltration and structural hole defects impacting application of liner material, traffic control, resurfacing, acceptance testing and site restoration.

Rehabilitation is intended to be a fully monolithic liner. If a portion of the manhole fails acceptance testing and is not repaired to meet specification, no payment will be provided for the entire manhole.

1.2.9.2 Measurement

Measurement is made on a per linear foot basis measured at the distance from the channel invert of the manhole to the bottom of the manhole cover.

1.2.9.3 Unit of Measure

Unit of measure: linear foot.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 DAMAGES

Private Service Blockage Due to Rehabilitation - If private service is blocked due to actions of the CONTRACTOR, the CONTRACTOR shall pay a liquidated damage of $500 per day until the blocked service is clear. The CONTRACTING OFFICER may choose to withhold the liquidated damage total from the CONTRACTOR'S retainage.

-- End of Section --

SECTION 01 22 00.00 10 Page 8 shall be included in the video recording. Measurement will be accurate to one foot per 100 ft of inspected pipe. The defect database shall track length to defect by referencing the video frame number of each observed defect.

Inspection Speed -The camera shall be directed through the sewer in a downstream direction, with the flow, at a uniform, slow rate. In no case will the video camera record while moving at a speed greater than 30-ft per minute. If the inspection is rejected due to camera speeds exceeding 30-ft per minute, the OWNER has the right to request that it be redone, at no additional cost.

Panning and Zooming - The CCTV camera operator shall stop, pan, and zoom at any observed pipe defects. The CCTV operator shall also stop, pan, and zoom at each pipe connection in order to best capture the size, location, and approximate elevation of each connection.

Reverse Setups - If inspection or cleaning equipment cannot pass through the entire section of the pipeline, at the OWNER's direction and if possible, reset the equipment at a downstream manhole, and attempt to inspect the section from the opposite direction. If the equipment again fails to pass through the blocked section, the inspection of that pipe section shall be suspended. The CONTRACTOR will only be paid for footage that is inspected and documented by the camera's distance counter.

Storm Culvert Cleaning - Contractor shall clean storm culverts to facilitate access through the culvert. The cost of cleaning to facilitate access shall be incidental to the work.

Site Restoration - CONTACTOR shall fully restore to pre-construction condition the site at any access points disturbed during inspection.

Restoration activities shall include, but not be limited to, pavement, lawn, vegetation, sidewalks and curb/gutter. After work is completed, the OWNER will conduct a site walk-through and develop a final punch list. The punch list will identify restoration activities.

Initial Inspection Data Submittal - After the first two pipes have been inspected, the CONTRACTOR shall submit to the OWNER a DVD (or a USB drive) of the inspection video files. The OWNER will review the video for conformance to PACP standards and the Specifications. The Engineer will provide the CONTRACTOR with comments within 24 hours of submittal. The CONTRACTOR shall incorporate Engineer comments into subsequent inspections.

Draft Sewer Inspection Data Submittal - Provide the ENGINEER with draft copies of the CCTV inspection video for each project area. Provide storm and sanitary sewer data in separate folders as part of the submittal document. Draft copies shall include video files and a summary of defects. The draft copy does not need to comply with the specified naming conventions required for the final sewer inspection data. A full set of sewer inspection data shall be conveyed to the OWNER immediately after each area is inspected to allow the OWNER to identify and recommend rehabilitation work for that area.

Final Sewer Inspection Data Submittal - Provide two copies of the CCTV inspection data to the OWNER via three external hard drive with a complete set of CCTV inspection data included on the drive.

a. Data to be submitted on the hard drive shall include:

SECTION 33 01 30.11 Page 8 Certified Final - AMD 0001 -08/02/16

Initial Inspection Data Submittal - After the first two pipes have been inspected, the CONTRACTOR shall submit to the OWNER a DVD (or a USB drive) of the inspection video files. The OWNER will review the video for conformance to PACP standards and the Specifications. The Engineer will provide the CONTRACTOR with comments within 24 hours of submittal. The CONTRACTOR shall incorporate Engineer comments into subsequent inspections.

CIPP Material Information with Bid; G, AE CIPP Material Information after Bid; G, AE

SD-03 Product Data

CIPP Lining Materials Information; G, AE

SD-05 Design Data

Inside Diameter Confirmation; G, AE

SD-06 Test Reports

CIPP Materials Testing Results; G, AE

SD-08 Manufacturer's Instructions

Installation Documentation; G, AE Curing Method Information; G, AE

SD-11 Closeout Submittals

Post-Rehabilitation Inspection Video; G, AE

1.5 QUALITY ASSURANCE

All liner to be installed under this Contract may be inspected at the manufacturing plant for compliance with this Section by an independent testing laboratory provided by the OWNER, at the OWNER'S own expense. The CONTRACTOR shall require the manufacturer's cooperation in these inspections. The cost of plant inspection will be the responsibility of the

OWNER.

Inspection of the liner may also be made by the OWNER or other representative of the OWNER after delivery. The liner shall be subject to rejection at any time on account of failure to meet any of the requirements specified, even though sample liner may have been accepted as satisfactory at the place of manufacture. Liner rejected after delivery shall be marked for identification and shall be removed from the job site at once.

CIPP Material Information with Bid Submittal - The CIPP Materials Information submitted with the bid shall include:

a. CIPP material information including resin, felt and catalysts.

b. The CONTRACTOR'S number of years of experience in installing CIPP liners in pipes 8-in to 1610-in diameter.

c. The name of the CIPP lining manufacturer and supplier for this work and a list of previous work.

d. A statement from the manufacturer that the installer is certified and/or licensed for the proposed CIPP lining system.

e. A list of at least five municipal clients that the CONTRACTOR has performed this type of work for, including names, phone numbers, linear footage, size of pipe and a description of the actual work performed.

CIPP Material Information after Bid Submittal - The CIPP Materials

SECTION 33 01 30.72 01 Page 4

AMD-0002

PART 2 PRODUCTS

2.1 CIPP LINING

CIPP lining shall be Insituform by Insituform Technologies, Inc., Inliner by Inliner USA, Inc., Cure-Line by Pipelining Products, Inc., National Liner by National Envirotech, Inc.,Aquacure by Applied Felts or approved equal.

The liner shall be composed of tubing material consisting of one or more layers of a flexible non-woven polyester with or without additives such as woven fiberglass or other fibers. The felt tubing shall be impregnated with a thermosetting polyester resin and catalyst, vinyl ester and catalyst or epoxy resin and hardener. The liner material and resin shall be completely compatible. The outside layer of the tube shall be coated with an impermeable material compatible with the resin and fabric.

CIPP Liner Design Criteria - The following design parameters shall be based upon the following physical condition of the existing pipes to be rehabilitated.

a. Minimum Installed Thickness - The liner shall have a nominal thickness per the CONTRACTOR'S submitted and approved calculations and shall have a minimal installed thickness of 6 mm.

b. Pipe Deterioration - All sections of the pipe shall be considered fully deteriorated.

c. Soil Load - All pipes shall be subjected to soil loads of 120 lbs/cu.

ft.

d. Soil Modulus - Shall be no more than 1,000 psi.

e. Live Load - All pipes beneath roadways shall be assumed to carry HS 25 live loads.

f. Factor of Safety - A factor of safety of 2.0 shall be assumed.

g. Groundwater - Assume that groundwater is three feet below ground surface.

h. Soil Depth - Depth of cover shall be determined by field measurements but can be approximated during bidding from the depth to manhole on the Drawings.

i. Short Term Flexural Modulus: 350,000 psi

The liner shall be capable of fitting into irregularly shaped or partially deformed pipe sections and through bends and dips (up to 45 degrees) within the pipeline.

The liner shall be able to cure in the presence of water at a temperature of 180 degrees F or less.

When inverted and cured the liner shall form a continuous, tight fitting, hard, impermeable liner which is chemically resistant to chemicals found in domestic sewage.

The liner shall be chemically resistant to trace amounts of gasoline and

SECTION 33 01 30.72 01 Page 7 other oil products commonly found in municipal sewerage and soils adjacent to the sewer pipe to be lined.

The liner shall be fabricated to a size that will tightly fit the sewer being rehabilitated after being installed and cured. Allowance for longitudinal and circumferential expansion shall be taken into account when sizing and installing the liner. All dimensions shall be field verified by the CONTRACTOR prior to installation of the liner. Field measurements shall be used to ensure maximum closure between the new liner and the existing, host sewer pipe.

The application of the resin to the felt tubing (wet-out) shall be conducted from a Village street and the materials shall be fully protected against UV light, excessive heat and contamination at all times.

Alternately, CONTRACTOR may wet out liners at a shop and ship liners to the site using a refrigerated truck. Contractor shall take care to avoid premature curing.

The length of the liner shall be the length deemed necessary by the CONTRACTOR to effectively carry out the insertion of the liner and sealing of the liner at the outlet and inlet manholes. The required length of liner shall be verified in the field by the CONTRACTOR prior to fabrication.

The CIPP liner shall be watertight.

The CIPP liner material shall be compatible with chemical grout point repairs as specified in Section 33 01 30.61 PACKER INJECTION GROUTING.

The cured liner shall have the following minimum structural properties:

Property Standard Test Method Minimum (psi)

Flexural Strength ASTM D790 4,500 psi

Flexural Modulus ASTM D790 350,000 psi

CIPP Lining Materials Information Submittal - Submit information on CIPP Materials. CIPP Materials Information includes:

a. Manufacturer shall provide documentation on wet-out, storage, shipping and installation procedures.

b. Provide a test report that the CIPP for this Contract was manufactured and tested in accordance with all ASTM standards specified and referenced herein.

c. Provide a CIPP lining production schedule with location manufactured, lengths and sizes.

d. Summary of the Pre-Bid Conference including access issues that were identified and measures that will be taken to address these issues.

e. Identification of a staging area for deployment of point repair equipment and for each work area.

SECTION 33 01 30.72 01 Page 8