W912P6-16-B-0011_Amendment_0002_-_Gary_Sanitary_District_Force_Main_Replacement.pdf

W81G6661624536

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

REFERENCE INVITATION FOR BID NO. W912P6-16-B-0011, GARY SANITARY DISTRICT FORCE MAIN REPLACEMENT SECTION 219 IN GARY, LAKE COUNTY, IN

-- THE DESCRIPTION OF THIS AMENDMENT FOLLOWS ON THE NEXT PAGES --

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 20-Sep-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-0011

X 9B. DATED (SEE ITEM 11)

22-Aug-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

20-Sep-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-0011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

AMENDMENT PARTICULARS:

A. BID OPENING DATE AND TIME:

The BID OPENING DATE has changed from 22 September 2016 to 23 September 2016. The BID OPENING TIME remains 4:00 p.m. (CDT). In this regard, BIDs are due by 4:00 p.m.(CDT) on September 23, 2016. Detailed information regarding the submission of bids is located at SECTION 00100 of the Solicitation document.

B. AMENDED SECTION 00010: By this Amendment, revisions have been made to Option Contract Line Items No.s 0017 and 0018, wherein, they are now Government Price Allowances with allocated pricing. Bidders shall remove and replace the previously issued respective Section 00010 with the Revised Section 00010 enclosed hereunder AND ensure that it is fully completed and furnished with the other deliverables required by this Solicitation.

C. AMENDED SPECIFICATION SECTIONS:

a. 01 22 00.00 10 MEASUREMENT AND PAYMENT, paragraph 1.2.5.1 Payment, was amended to clarify that the contractor is not responsible for removal of debris from the site, beyond the standard clearing and grubbing work. Items such as tires, furniture, appliances and other rubbish will be piled by the contractor for removal by the Gary Sanitary District.

It was also amended to revise paragraphs …. To show that CLINS 0017 and 0018 are allowance items.

b. 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, paragraph 2.2.2 Fencing, revised to clarify contractor’s requirements when fencing around the existing pump station is temporarily removed.

c. 01 57 20.02 03 paragraph 3.5.1 Solid Wastes, was edited to clarify that on site debris such as tires, furniture, appliances, etc. will be removed by the local sponsor and are not the responsibility of the contractor.

d. 31 00 00 EARTHWORK, paragraph 3.2 General Excavation was edited to clarify the contractor’s options for excess excavated material. Material may be left on site and stabilized, removed to the Gary treatment plant property, or used by the contractor for another job.

D. WAGE DETERMINATION: This Amendment incorporates and encloses the most recently released Wage Determination, General Decision IN1, dated 9/9/2016.

E. CONTRACTOR’S INQUIRIES: By this Amendment, the Chicago District, USACE responds to Contractor’s inquiries.

ANSWERS TO CONTRACTOR’S QUESTIONS FOLLOW:

Q1: Specification section 46 23 00 states an inspection be made of the existing equipment with all associated cost to be included in the inspection for necessary refurbishment to see if the work can be performed for the bid item amounts (0016, 0017 and 0018). However, the bid form does not have listed amounts. Will allowance amounts be included for those line items in the addendum? It is not possible for the contractor to estimate a possible refurbishment cost without a detailed inspection. In addition, we would request that the allowance include the inspection costs by manufacturer.

A1: Option Items 0017 and 0018 were revised within this Amendment 0002 to government price allowances (cost reimbursable) items. See revised specification section 01 22 00 and revised bid schedule. Item 0016 was not revised, it is the opinion of the designer that bidders should be able to estimate this item based on the information provided and site photos.

Q2: For option items 17 & 18 the contractor does not know the results of the report to know what the extent of the reconditioning repairs would be. Therefore, it’s impossible to come up with a firm cost. We suggest USACE provide an allowance for all work related to items 17 & 18.

A2: Refer to answer #1 above.

Q3: Can 24” or 30” HDPE be priced as a voluntary Alternate in lieu of the DIP and PVC?

A3: Bidders shall bid/price the project as specified in the Project Plans & Specifications.

Alternates or variances may be submitted by the winning contractor post contract‐award via the Value Engineering FAR Clause 52.248‐3 (the Clause is located at Section 00700 of the solicitation document).

Q4: Can the 24” or 30” pipe be HDD in lieu of open cut?

A4: Refer to answer to #3 above.

END OF QUESTIONS AND ANSWERS

F. SITE VISIT PICTURES: Attached herein are numerous photos of the Gary Sanitary District Force Main Replacement Section 219, Lake County, Indiana. The photos show some details of the pump station that can only be seen with Gary Sanitary District access. The photos are attached electronically to this amendment.

G. PRE‐BID MEETING ATTENDANCE: Provided herein is a list of the attendees from the Pre‐Bid Meeting held on September 8, 2016.

H. POINT OF CONTACT: The Point of Contact (POC) for this Amendment is Ericka Hillard, who may be reached by phone at 312‐846‐5378, or email: ericka.d.hillard@usace.army.mil.

REVISED VIA AMENDMENT 0002 – Section 00010 – Solicitation Contract Form (Bidders shall complete the below Bidding Schedule and furnish it along with the other items required by this Solicitation)

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 unit 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: W81G6661624536

NET AMT

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 unit 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.

0003 1 Job

EROSION AND SEDIMENT CONTROL

FFP

0004 1 Job

TEMPORARY SAFETY FENCING

0005 1 Job

CLEARING

0006 1 Job

FENCE REMOVAL

0007 1 Job

24" SANITARY SEWER - PVC

24" Sanitary Sewer Force Main Installation - PVC

0008 1 Job

24" SANITARY SEWER - DI (OUTSIDE)

24" Sanitary Sewer Force Main Installation - DI (outside the pump station)

0009 1 Job

PIPE TESTING

0010 1 Job

ASPHALT DRIVEWAY REPAIRS

0011 1 Job

SEEDING

0012 1 Job

FENCE RE-INSTALLATION

0013 1 Job

24" SANITARY SEWER - DI (INSIDE)

24" Sanitary Sewer Force Main Installation - DI (inside the pump station)

0014 1 Lot

PERFORMANCE AND PAYMENT BOND

FFP

Bonds for BASE WORK, Line items 0001 through 0013 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.

0015 1 Job

OPTION UPGRADE 24" TO 30" SANITARY SEWER - PVC

24" Sanitary Sewer Force Main Installation - DI (inside the pump station)

0016 1 Job

OPTION MODIFY EXISTING GRIT PUMP SUCTION PIPING

0017 1 Lot

OPTION ALLOWANCE-RECONDITION EXIST GRIT WASHER

FFP

(PRE-PRICED)

GOVERNMENT PRICE ALLOWANCE FOR RECONDITION EXISTING GRIT

WASHER & REIMBURSABLE UPON EVIDENCE OF EXPENDITURES

Under this Line Item, the Government is allotting $20,000.00 for site recondition existing grit washer 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.

0018 1 Lot

OPTION ALLOWANCE-RECONDITION EXISTING DETRITOR

FFP

(PRE-PRICED)

GOVERNMENT PRICE ALLOWANCE FOR RECONDITION EXISTING

DETRITOR & REIMBURSABLE UPON EVIDENCE OF EXPENDITURES

Under this Line Item, the Government is allotting $30,000.00 for site recondition existing detritor 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.

0019 1 Lot

OPTION PERFORMANCE AND PAYMENT BONDS

FFP

BONDS FOR OPTION WORK (LINE ITEMS 0015 THROUGH 0018)

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.

BID PRICING:

TOTAL AMOUNT FOR BASE WORK (ITEMS 0001 THROUGH 0014): $ ______________________

TOTAL AMOUNT FOR OPTION ITEMS (ITEMS 0015 THROUGH 0019): $ _______________________ (The Bidder’s total amount for the Option Items shall include the price allowances provided at Option Line Items No.s 0017 and 0018)

OVERALL TOTAL AMOUNT OF BID (LINE ITEMS 0001 THROUGH 0019): $_______________________

(The Bidder’s Overall Total Amount shall include the price allowances provided at Option Line Items No.s 0017 and 0018)

Gary Sanitary District East 15th Place W912P6-16-B-0011 Forcemain Replacement

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING 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.

1.2.1 Mobilization (Bid Item 0001)

1.2.1.1 Payment

The Government will pay all costs for mobilization at the contract job price for Item 0001 of the Bidding Schedule. Costs include: mobilization of all of the Contractor's plant and equipment including all costs associated with movement of equipment under and near power lines in accordance with EM 385-1-1 ; coordination with power company and any costs incurred relating to shut down or relocation of power in accordance with EM 385-1-1 ; site survey as required to establish project limits;

delineation of wetlands by installation of snow fence; progress meetings and project signage.

The work is to be done in accordance with the Plans and Specifications including Sections: 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, 33 30 00 SANITARY SEWER

FORCEMAINS and EM 385-1-1 . Costs associated with daily mobilization and demobilization shall not be included in this cost. Daily mobilization and shall be included in the Bid Item prices of materials being installed.

1.2.1.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 10 Page 1

1.2.2 Demobilization (Bid Item 0002)

1.2.2.1 Payment

The Government will pay all costs for demobilization at the contract job price for Item 0002 of the Bidding Schedule. Costs include: demobilization of all of the Contractor's plant and equipment; removal of snow fence used for delineation of wetlands; final preparation, checking and submittal of asbuilt drawings; removal of project signage; site restoration.

The work is to be done in accordance with the Plans and Specifications.

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 Erosion and Sediment Control (Bid Item 0003)

1.2.3.1 Payment

The Government will pay all costs for erosion and sediment control at the contract job price for Item 0003 of the Bidding Schedule. Costs include:

installation, maintenance and removal of erosion and sediment control measures.

The work is to be done in accordance with the Plans and Specifications including Sections: 01 57 20.02 03 ENVIRONMENTAL PROTECTION FOR INDIANA and 31 32 11 EROSION AND SEDIMENT CONTROL.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 Temporary Safety Fencing (Bid Item 0004)

1.2.4.1 Payment

The Government will pay all costs for temporary safety fencing at the contract job price for Item 0004 of the Bidding Schedule. Costs include:

installation, maintenance and removal of temporary security fencing and all other security measures.

The work is to be done in accordance with the Plans and Specifications including Sections: 01 50 00 TEMPORARY CONSTRUCTION FACILITIES.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 Clearing (Bid Item 0005)

1.2.5.1 Payment

The Government will pay all costs for clearing at the contract job price for Item 0005 of the Bidding Schedule. Costs include: clearing and removal and proper disposal of material from the site. This work does not include removal of non-construction related debris such as tires, furniture, appliances, and large rubbish items that have been dumped by others. Those items shall be separated and piled neatly at one of two or more designated

SECTION 01 22 00.00 10 Page 2 locations within the jobsite for removal and disposal by the Gary Sanitary District.

The work is to be done in accordance with the Plans and Specifications including Sections: 01 57 20.02 03 ENVIRONMENTAL PROTECTION FOR INDIANA, 31 00 00 EARTHWORK, 33 30 00 SANITARY SEWER FORCEMAINS.

1.2.5.2 Unit of Measure

Unit of measure: job.

1.2.6 Fence Removal (Bid Item 0006)

1.2.6.1 Payment

The Government will pay all costs for fence removal at the contract job price for Item 0006 of the Bidding Schedule. Costs include the removal of a section of the existing fence to allow for construction of the forcemain. The work includes demolition of the fence and concrete beam under it and proper disposal of any material not to be reused.

The work is to be done in accordance with the Plans and Specifications including Sections: 01 57 20.02 03 ENVIRONMENTAL PROTECTION FOR INDIANA and 01 50 00 TEMPORARY CONSTRUCTION FACILITIES.

1.2.6.2 Unit of Measure

Unit of measure: job.

1.2.7 24" Sanitary Sewer Force Main Installation-PVC (Bid Item 0007)

1.2.7.1 Payment

The Government will pay all costs for construction of the 24" Sanitary Sewer Force Main Installation - PVC at the contract job price for Item 0007 of the Bidding Schedule. Costs include: installation of the 24" PVC forcemain from 4' west of the west edge of the meter vault to the existing sanitary manhole as shown on the drawings as the tie-in point over 4000 LF west along 15th Terrace; excavation and backfill; sheeting as required for deep excavations and trench boxes as required for safe trench excavation;

proper disposal of unsuitable material and pavement removed during trench excavation (note that clean sand that is suitable for backfill in excess of that required for the project may be left in clean piles within the right of way); all fittings required; partial demolition of existing sanitary manhole to make the connection; the connection to the existing manhole; a 6" gravel stone pavement cap over the trench where the forcemain is within the pavement; all work required to meet the requirements of EM 385-1-1 .

The work is to be done in accordance with the Plans and Specifications including Sections: 02 41 00 DEMOLITION, 31 00 00 EARTHWORK, 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE and 33 30 00

SANITARY SEWER FORCEMAINS.

1.2.7.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 10 Page 3

1.2.8 24" Sanitary Sewer Force Main Installation - DI (outside the pump station) (Bid Item 0008)

1.2.8.1 Payment

The Government will pay all costs for construction of the 24" Sanitary Sewer Force Main Installation - DI (outside the pump station) at the contract job price for Item 0008 of the Bidding Schedule. Costs include:

installation of the ductile iron forcemain outside the pump station through the meter vault to a distance of 4 feet beyond the west edge of the proposed vault; proper disposal of unsuitable material and pavement removed during the work (note that clean sand that is suitable for backfill in excess of that required for the project may be left in clean piles within the right of way); a 24" diameter magnetic flow meter; a 24" full ported plug valve; a precast meter vault; all pipe joint restraints, appurtenances and supports required for a complete installation; yard hydrant and piping associated with yard hydrant (to be used as manual air bleed); underground cable and conduits to the meter vault from the existing electrical building; cable and conduit inside the electrical building; all electrical connections required to provide power to the meter and provide signals to the pump station control panel from the meter; all work required to meet the requirements of EM 385-1-1 .

The work is to be done in accordance with the Plans and Specifications, including Sections: 03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR

CIVIL WORK, 03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION, 31 00 00 EARTHWORK, 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED

AGGREGATE BASE COURSE and 33 30 00 SANITARY SEWER FORCEMAINS.

1.2.8.2 Unit of Measure

Unit of measure: job.

1.2.9 Pipe Testing (Bid Item 0009)

1.2.9.1 Payment

The Government will pay all costs for pipe testing at the contract job price for Item 0009 of the Bidding Schedule. Costs include: all appurtenances required to perform a successful pressure test of the piping from the isolation gate inside the pump station to the within 10 feet of the forcemain just before the connection to the sanitary manhole, including a restrained plug or cap placed on the forcemain within 10 feet of the point of connection (POC) to the manhole.

The work is to be done in accordance with the Plans and Specifications including Section: 33 30 00 SANITARY SEWER FORCEMAINS.

1.2.9.2 Unit of Measure

Unit of measure: job.

1.2.10 Asphalt Driveway Repairs (Bid Item 0010)

1.2.10.1 Payment

The Government will pay all costs for asphalt driveway repairs at the contract job price for Item 0010 of the Bidding Schedule. Costs include:

all work required to restore the existing driveway within the pump station

SECTION 01 22 00.00 10 Page 4 property such as saw cutting pavement to provide neat edges for the repair; 10" stone base course; prime coat; and 3" of Asphalt pavement complete.

The work is to be done in accordance with the Plans and Specifications, including Section: 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE

COURSE.

1.2.10.2 Unit of Measure

Unit of measure: job.

1.2.11 Seeding (Bid Item 0011)

1.2.11.1 Payment

The Government will pay all costs associated with the cost of placement of topsoil and seed mixture. Costs include furnishing and spreading topsoil as required, placing seeding mixture and watering of seed mixture for a period not to exceed one year or until it can be proved that seed mixture is well established.

The work is to be done in accordance with the Plans and Specifications including Section: 31 00 00 EARTHWORK.

1.2.11.2 Unit of Measure

Unit of measure: job.

1.2.12 Fence Re-installation (Bid Item 0012)

1.2.12.1 Payment

The Government will pay all costs for fence re-installation at the contract job price for Item 0012 of the Bidding Schedule. Costs include the re-installation of the section of the existing fence previously removed under Item 0006 to allow for construction of the forcemain. The work includes reinstallation of the fence and construction of a new replacement concrete beam under it.

The work is to be done in accordance with the Plans and Specifications including Sections: 01 50 00 TEMPORARY CONSTRUCTION FACILITIES and

01 57 20.02 03 ENVIRONMENTAL PROTECTION FOR INDIANA.

1.2.12.2 Unit of Measure

Unit of measure: job.

1.2.13 24" Sanitary Sewer Force Main Installation - DI inside the pump station (Bid Item 0013)

1.2.13.1 Payment

The Government will pay all the costs associated with the staged removal and replacement of the existing pump station 20-inch diameter header piping with a 24-inch diameter header as shown in Contract Drawings. Costs include the demolition and removal of all existing pipe required for installation of the new header; temporary blind flanges as required for staging; pipe and fittings required to install the new header including

SECTION 01 22 00.00 10 Page 5 flange coupling adapters; isolation knife gate; pipe supports; demolition of the pump station wall required to pass the new discharge piping through the north wall as shown on the drawings; removal and reinstallation of bollards as required for forcemain installation; sewage air release valve;

any dewatering required inside the pump station valve vault to take care of sewage spills during demolition of piping; dewatering outside the pump station associated with exiting the north wall of the pump station.

The work is to be done in accordance with the Plans and Specifications including Sections: 02 41 00 DEMOLITION and 33 30 00 SANITARY SEWERS.

1.2.13.2 Unit of Measure

Unit of measure: job.

1.2.14 Performance and Payment Bonds (Bid Item 0014)

1.2.14.1 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.

1.2.14.2 Unit of Measure

Unit of measure: cost.

1.2.15 Upgrade 24" to 30" Sanitary Sewer Force Main Installation - PVC (Option Bid Item 0015)

1.2.15.1 Payment

The Government will pay all the costs associated with the increased in cost of construction associated with increasing the forcemain size from a 24-inch diameter forcemain to a 30-inch diameter force main along the proposed route shown in Contract Drawings. Costs include the added cost to increase pipe and fitting size from 24-inch to 30-inch diameter; 24-inch by 30-inch increaser; cost differential for increase in excavation and backfill; additional dewatering costs associated with the wider trench;

removal and proper disposal of pavement related to the increased trench width; 6-inch thick gravel stone pavement cap related to the increased trench width along the force main.

The work is to be done in accordance with the Plans and Specifications including Sections: 02 41 00 DEMOLITION, 31 00 00 EARTHWORK, 33 30 00

SANITARY SEWERS.

1.2.15.2 Unit of Measure

Unit of measure: job.

1.2.16 Modify Existing Grit Pump Suction Piping (Option Bid Item 0016)

1.2.16.1 Payment

The Government will pay all the costs associated with the removal and replacement of existing 4-inch grit piping as shown in the Contract

SECTION 01 22 00.00 10 Page 6

Drawings. Costs include performing a detailed measurement of the geometry of the existing piping to determine the fittings required to modify the piping as shown on the drawing; water control and removal as required to prevent flooding of grit pump during removal of existing wye and installation of spool piece and knife gate; all pipe and fittings including spool pieces, knife gate, cross, blind flange with tap and ball valve and all other pieces and piping accessories required to complete the modifications of the grit pump suction piping (note that existing bends may be reused where applicable).

The work is to be done in accordance with the Plans and Specifications including Sections: 02 41 00 DEMOLITION and 33 30 00 SANITARY SEWERS.

1.2.16.2 Unit of Measure

Unit of measure: job.

1.2.17 Recondition Existing Grit Washer Allowance (Option Bid Item 0017)

1.2.17.1 Payment

This will be a not to exceed (NTE) allowance line item. Payment will be made for costs associated with the reconditioning of the existing grit washer. Examples of work that can be included in this contract line item number (CLIN) are preparation of a brief report by the manufacturer or manufacturer's representative providing an assessment of equipment condition and an itemized cost estimate of the work required to overhaul and recondition the existing grit washer to sound working condition and the repair work itself. The assessment is to identify and prioritize repair items as critical or non-critical to restoring the unit to full operation and identify the costs for each of the components of the repair.

Costs not directly related to the reconditioning of the existing equipment are not to be included in this CLIN. Examples of items that are NOT included in this CLIN include, but are not limited to: electrical system repairs and upgrades; ventilation modifications and repairs; painting of walls. The contractor shall provide justification and cost quotes for all equipment repair/replacement work to be reimbursed under this CLIN. Cost quotes shall include all costs associated with the work and can potentially be subject to negotiation. The contractor shall not proceed with any work to be reimbursed under this CLIN until it is agreed upon and approved by the COR. After the proposed work is approved and completed, the contractor shall provide paid invoices of the work to receive payment.

Paid invoices shall agree with the quote previously agreed upon by the COR.

The work is to be done in accordance with the Plans and Specifications including Section: 46 23 00 GRIT REMOVAL AND HANDLING EQUIPMENT.

1.2.17.2 Unit of Measure

Unit of measure: lot .

1.2.18 Recondition Existing Detritor Allowance (Option Bid Item 0018)

1.2.18.1 Payment

This will be a not to exceed (NTE) allowance line item. Payment will be made for costs associated with the reconditioning of the existing detritor. Examples of work that can be included in this contract line item number (CLIN) are preparation of a brief report by the manufacturer or

SECTION 01 22 00.00 10 Page 7 manufacturer's representative providing an assessment of equipment condition and an itemized cost estimate of the work required to overhaul and recondition the existing grit washer to sound working condition and the repair work itself. The assessment is to identify and prioritize repair items as critical or non-critical to restoring the unit to full operation and identify the costs for each of the components of the repair.

Costs not directly related to the reconditioning of the existing equipment are not to be included in this CLIN. Examples of items that are NOT included in this CLIN include, but are not limited to: electrical system repairs and upgrades; ventilation modifications and repairs; painting of walls. The contractor shall provide justification and cost quotes for all equipment repair/replacement work to be reimbursed under this CLIN. Cost quotes shall include all costs associated with the work and can potentially be subject to negotiation. The contractor shall not proceed with any work to be reimbursed under this CLIN until it is agreed upon and approved by the COR. After the proposed work is approved and completed, the contractor shall provide paid invoices of the work to receive payment.

Paid invoices shall agree with the quote previously agreed upon by the COR.

The work is to be done in accordance with the Plans and Specifications including Section: 46 23 00 GRIT REMOVAL AND HANDLING EQUIPMENT.

1.2.18.2 Unit of Measure

Unit of measure: lot .

1.2.19 Performance and Payment Bonds (Option Bid Item 0019)

1.2.19.1 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.

1.2.19.2 Unit of Measure

Unit of measure: cost.

1.3 UNIT PRICE PAYMENT ITEMS

Not used.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 22 00.00 10 Page 8

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

08/09

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2007; Rev K) Obstruction Marking and Lighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009) Manual on Uniform Traffic Control Devices

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan ; G

Traffic Control Plan ; G

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning of work, provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the

SECTION 01 50 00 Page 1

Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer.

2.1.2 Project and Safety Signs

The requirements for the signs, their content, and location are as specified in Section 01 58 00.00 03 PROJECT SIGN AND SAFETY SIGN. Erect signs within 10 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.2.2 Fencing

Provide fencing along the construction site at all open excavations to control access by unauthorized people. During the installation of the forcemain there will be a brief period of time when the existing fencing is removed. The contractor is required to reinstall fencing as soon as possible after installing the forcemain. While the fencing is removed, the contractor shall make every effort to secure the pump station site. At no time shall the contractor leave without confirming that the building hatches and doors are locked and secure.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Contractor employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Contractor employee parking must not interfere with existing and established parking requirements of the government installation.

3.2 TEMPORARY BULLETIN BOARD

Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

3.2.1 Water

Water for construction purposes shall be the responsibility of the Contractor.

3.2.2 Sanitation

Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically

SECTION 01 50 00 Page 2 empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties and / or fines associated with improper discharge will be the responsibility of the Contractor.

Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system.

Maintain these conveniences at all times without nuisance. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

3.2.3 Telephone

Make arrangements and pay all costs for telephone facilities desired.

3.2.4 Obstruction Lighting of Cranes

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level. Light construction and installation must comply with FAA AC 70/7460-1 . Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

3.2.5 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials to minimize potential hazards.

3.3 TRAFFIC PROVISIONS

3.3.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close or interfere in any way with traffic on 15th Terrace except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval. Note that a temporary road closure will be allowed for the road crossing leaving the pump station site. A road closure plan with at least 15 days notice to users on 15th Terrace is required. The plan must be in accordance with State and local regulations and the MUTCD, Part VI

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.3.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of

SECTION 01 50 00 Page 3 lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

3.3.3 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Treat dust abatement on access roads with applications of calcium chloride, water sprinklers, or similar methods or treatment.

3.3.4 Safety

Protect the integrity of an installed safety systems or personnel safety devices. If entrance into systems serving safety devices is required, the Contractor must obtain prior approval from the Contracting Officer. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

3.3.5 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area as necessary for the Contractor's operations.

Government office and warehouse facilities will not be available to the Contractor's personnel.

3.3.6 Storage Area

Construct a temporary 6 foot high chain link fence around trailers and materials. Include plastic strip inserts, colored, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Do not place or store Trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the installation boundaries. Trailers, equipment, or materials must not be open to public view with the exception of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each work day.

3.3.7 Supplemental Storage Area

Upon Contractor's request, the Contracting Officer will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but will be within the installation boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor is responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area.

Utilities will not be provided to this area by the Government.

SECTION 01 50 00 Page 4

3.3.8 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes must present a clean and neat exterior appearance and be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on installation property.

3.3.9 Maintenance of Storage Area

Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles; gravel gradation will be at the Contractor's discretion. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

3.3.10 Security Provisions

Provide adequate outside security lighting at the Contractor's temporary facilities. The Contractor will be responsible for the security of its own equipment; in addition, the Contractor will notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

3.3.11 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.3.12 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

PLANT COMMUNICATION

Whenever the Contractor has the individual elements of its plant so located that operation by normal voice between these elements is not satisfactory, the Contractor must install a satisfactory means of communication, such as telephone or other suitable devices and made available for use by Government personnel.

SECTION 01 50 00 Page 5

3.4 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, will become the property of the Contractor and be removed from the work site.

3.5 DUMPSTERS

Equip dumpsters with a secure cover and paint the standard installation color. Keep dumpster closed, except when being loaded with trash and debris. Locate dumpsters behind the construction fence or out of the public view. Empty site dumpsters at least once a week, or as needed to keep the site free of debris and trash.

3.6 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.7 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haul roads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor.

Restore areas used by the Contractor for the storage of equipment or material, or other use to the original or better condition. Remove gravel used to traverse grassed areas and restore the area to its original condition, including top soil and seeding as necessary.

-- End of Section --

SECTION 01 50 00 Page 6

SECTION 01 57 20.02 03

ENVIRONMENTAL PROTECTION FOR INDIANA

12/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

WETLAND MANUAL Corps of Engineers Wetlands Delineation Manual Technical Report Y-87-1

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 328 Definitions of Waters of the United States

40 CFR 68 Chemical Accident Prevention Provisions

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

49 CFR 171 - 178 Hazardous Materials Regulations

INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM)

326 IAC 6 Indiana Administrative Code, Volume 6, Title 326, Article 6.