Am2.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your 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 APPROPIRATION DATA (If required)

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

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

CHECK ONE 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.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 2

0002 24 MAR 2010

W912PL

USACE, Los Angeles District CONTRACTING DIVISION, East Region Branch

P.O. BOX 532711

LOS ANGELES, CA 90053-2325

SEE ITEM #6

W912PL-10-B-0009

5 MAR 2010

RECOVERY - Y -- PROJECT NUMBER 013398 TRES RIOS ENVIRONMENTAL RESTORATION PROJECT - PHASE II

IN-PLANT SECONDARY EFFLUENT PUMP STATION (IPSEPS), MARICOPA COUNTY, AZ

See continuation page for changes.

All other terms and conditions remain unchanged.

W912PL�10�B�0009�

Page�1�of�2�

SF�30�Continuation�� 1.�Remove�and�Replace�Section�00010�Bid�Schedule� 2.�Remove�and�Replace�Project�TOC� 3.�Remove�and�Replace�following�Specs�Sections:�01270A,�02315,�02742,�03300,� 03600,�05120,�11312,�15050.� 4.�Remove�and�Replace�following�Contract�Drawing�Sheets:�C�55,�C�61,�G�01,�G�5,� I�13,�I�41�and�I�49.�� 5.�Add�the�following�Shop�Drawings:�40�MGD�FSI,�40�MGD�Motor�Info,�40�MGD�Pump� Info,�110�MGD�FSI,�110�MGD�Motor�Info,�110�MGD�Pump�Info.� 6.�Add�Geotechnical�Reports:�Acura�Final�Report�1�9�07�and�URS�Geotechnical� Report�July�2006.�

TOC - i

USACE AND COP WATER SERVICES DEPARTMENT

IN-PLANT SECONDARY EFFLUENT PUMP STATION

DIVISION 00 THROUGH DIVISION 17 SPECIFICATIONS

PROJECT NUMBER: W912PL-04-C-0008

TABLE OF CONTENTS

SECTION TITLE

DIVISION 00 BID REQUIREMENTS (NOT INCLUDED AT THIS TIME)

00010 PRICING SCHEDULE

00100 BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

00600 REPRESENTATIONS AND CERTIFICATIONS

00650 WAGE RATES

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

DIVISION 1 GENERAL PROVISIONS

01110 SUMMARY OF WORK

01120 CITY OF PHOENIX STANDARDS AND REQUIREMENTS

01143 COORDINATION WITH OWNER’S OPERATIONS

01270A MEASUREMENT AND PAYMENT IN PLANT SECONDARY EFFLUENT

PUMP STATION

01270b MEASUREMENT AND PAYMENT ATTACHMENT A

01310 ADMINSTRATIVE REQUIREMENTS

01312A QUALITY CONTROL SYSTEM

01320A PROJECT SCHEDULE

01320N CONSTRUCTION PROGRESS DOCUMENTATION

01330 SUBMITTAL PROCEDURES

01331 REFERENCE FORMS

01355A ENVIRONMENTAL PROTECTION

01412 STORMWATER POLLUTION PREVENTION PLAN AND PERMIT

01420 REFERENCES

01451A QUALITY CONTROL SYSTEM

01453 TESTING OF HYDRAULIC STRUCTURES

01500A TEMPORARY CONSTRUCTION FACILITIES

01521 CONTRACTING OFFICER’S FIELD OFFICE

01522 CONTRACTOR’S FIELD OFFICE AND SHEDS

01525 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01572 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01600 GENERAL EQUIPMENT PROVISIONS

01620 INSTALLATION OF EQUIPMENT

01651 TRANSPORTATION AND HANDLING OF MATERIALS AND

EQUIPMENT

01661 STORAGE OF MATERIALS AND EQUIPMENT

01670 RECYCLED RECOVERED MATERIALS

01723 CUTTING AND PATCHING

01752 EQUIPMENT AND SYSTEM STARTUP AND PERFORMANCE TESTING

01770N CLOSEOUT PROCEDURES

01780A CLOSEOUT SUBMITTALS

TABLE OF CONTENTS – (CONT’D.)

TOC - ii

01781 OPERATIONS AND MAINTENANCE DATA

01782 RECORD DOCUMENTS

01783 SPARE PARTS AND MAINTENANCE MATERIALS

01810 COMMISSIONING

01821 INSTRUCTION OF OPERATIONS AND MAINTENANCE PERSONNEL

DIVISION 2 SITE WORK

02220 DEMOLITIONS

02230 CLEARING

02315 STRUCTURAL EXCAVATION AND BACKFILL

02318 CRUSHED STONE AND GRAVEL

02319 RIPRAP

02371 GEOTEXTILE FILTER FABRIC

02531 MANHOLES

02630 DRAINAGE STRUCTURES

02742 BITUMINOUS PAVING

02745 STABILIZED DECOMPOSED GRANITE PAVING

02771 CONCRETE CURBS, GUTTERS AND SIDEWALKS

02981 DECORATIVE STONE LANDSCAPING

DIVISION 3 CONCRETE

03100 CONCRETE FORMWORK

03200 CONCRETE REINFORMCEMENT

03251 CONCRETE JOINTS

03252 ANCHORAGE IN CONCRETE

03300 CAST-IN-PLACE CONCRETE

03433 PRECAST-PRESTRESSED LONG SPAN UNITS

03600 GROUT

03930 CONCRETE REPAIR AND REHABILITATION

DIVISION 4 MASONRY

04060 MORTAR AND MASONRY GROUT

DIVISION 5 METALS

05051 ANCHOR BOLTS, TOGGLE BOLTS AND CONCRETE INSERTS

05120 STRUCTURAL STEEL

05501 MISCELLANEOUS METAL FABRICATIONS

05510 METAL STAIRS

05521 STEEL HANDRAILS AND RAILINGS

05522 ALUMINUM HANDRAILS AND RAILINGS

05531 STEEL GRATING

05532 ALUMINUM GRATING AND CHECKER PLATE

05561 CASTING

05581 FLOOR ACCESS HATCH COVERS

DIVISION 6 WOOD (NOT USED)

DIVISION 7 ELEMENT PROTECTION

07220 ROOF INSULATION

07501 SINGLE PLY MEMBRANE ROOFING

07620 FLASHING AND TRIM

07710 ROOF DRAINAGE SPECIALTIES

TOC - iii

07920 CAULKING AND SEALANTS

DIVISION 8 DOORS

08105 HOLLOW METAL DOORS AND FRAMES

08710 FINISH HARDWARE

DIVISION 9 FINISHES

09611 CONCRETE HARDENER

09900 PAINTING

DIVISION 10 SPECIALTIES

10400 IDENTIFICATION DEVICES

10522 PORTABLE FIRE PROTECTION EQUIPMENT

DIVISION 11 EQUIPMENT

11000 ELECTRIC MOTORS 250 HP OR LESS

11001 ELECTRIC MOTORS LARGER THAN 250 HP

11002 11200

EQUIPMENT IDENTIFICATION TAG SYSTEM

480 VOLT MOTOR-OPERATED VALVE/GATE ACTUATORS

11289 11290

SLUICE GATES AND APPURTENANCES

BULKHEAD GATES

11312 VERTICLE LINESHAFT PUMPS

11312(2).1 END SUCTION SUBMERSIBLE CHOPPER PUMPS

DIVISION 12 FURNISHINGS (NOT USED)

DIVISION 13 SPECIAL CONSTRUCTION (NOT USED)

13850 FIRE ALARM SYSTEM

DIVISION 14 CONVEYING SYSTEMS (NOT USED)

DIVISION 15 MECHANICAL

15050 PIPING SYSTEMS

15051 BURIED PIPING INSTALLATION

15052 EXPOSED PIPING INSTALLATION

15061 PIPE HANGERS AND SUPPORTS

15071 VIBRATION ISOLATION

15082 INSULATION OF PIPING AND EQUIPMENT – HVAC AND PROCESS

AIR

15083 DUCT INSULATION

15101 DUCTILE IRON PIPE

15102 STEEL PIPE

15103 STAINLESS STEEL PIPE

15105 COPPER PIPE

15106 THERMOPLASTIC PIPE

15106.1 HIGH DENSITY POLYETHYLENE PIPE

15107 GLASS LINED DUCTILE IRON PIPE

15108.1 FIBERGLASS-REINFORCED POLYMER MORTAR PIPE

15109.1 CHLORINATION SYSTEMS, PIPE, VALVES AND SPECIALS

15111 BUTTERFLY VALVES, OPERATORS AND APPURTENANCES

15112 ECCENTRIC PLUG VALVES, OPERATORS AND APPURTENANCES

15113 THERMOPLASTIC VALVES, OPERATORS AND APPURTENANCES

TOC - iv

15114 CHECK VALVES AND APPURTENANCES

15119 SPECIALTY VALVES AND APPURTENANCES

15120 PIPING SPECIALTIES AND ACCESSORIES

15121 WALL PIPES, FLOOR PIPES AND PIPE SLEEVES

15141 POTABLE WATER PIPING SYSTEM

15302 PRE-ACTION FIRE SPRINKLER SYSTEM

15702 PIPE HANGERS, SUPPORTS AND RESTRAINTS – HVAC

15735 PACKAGED SPLIT SYSTEM AIR CONDITIONING UNITS – SINGLE

15811 DUCTWORK AND ACCESSORIES

15901 AUTOMATIC TEMPERATURE CONTROLS

15951 TESTING, ADJUSTING AND BALANCING OF HVAC SYSTEMS

DIVISION 16 ELECTRICAL

16050 GENERAL PROVISIONS

16061 16062

GROUNDING SYSTEMS

LIGHTNING PROTECTION SYSTEM

16121 INSTRUMENTATION CABLE

16122 600 VOLT CABLE

16123 5 KV CABLE

16124 15 KV CABLE

16131 RIGID CONDUIT

16132 FLEXIBLE CONDUIT

16133 SEALING FITTINGS

16134 EXPANSION – DEFLECTION FITTINGS

16135 PULL BOXES

16136 OUTLET BOXES

16137 UNDERGROUND DUCT BANKS

16138 MANHOLES AND HANDHOLES

16141 RECEPTACLES

16142 SNAP SWITCHES

16143 DISCONNECT SWITCHES

16144 CONTROL STATIONS

16215 POWER SYSTEM STUDY

16232 MEDIUM-VOLTAGE STANDBY GENERATOR AND SYNCHROINIZING

SWITCH

16270 POWER TRANSFORMERS

16271 DRY TYPE TRANSFORMERS

16273 PAD-MOUNTED TRANSFORMERS

16274 POTENTIAL TRANSFORMERS

16282 TRANSIENT VOLTAGE SURGE SUPRESSION

16341 MEDIUM VOLTAGE SWITCHES

16342 15KV SWITCHGEAR

16343 5KV SWITCHGEAR

16345 MEDIUM VOLTAGE VARIABLE FREQUENCY DRIVES

16422 COMBINATION MAGNETIC MOTOR STARTERS

16423 MOTOR CONTROL CENTERS

16425 VARIABLE FREQUENCY DRIVES

16431 LOW-VOLTAGE DRAWOUT SWITCHGEAR

16442 LIGHTING – INSTRUMENTATION AND DISTRIBUTION PANELBOARD

16501 LIGHTING FIXTURES AND CONTROLS

TOC - v

DIVISION 17 INSTRUMENTATION

17005 PROCESS CONTROL SYSTEM GENERAL REQUIREMENTS

17006 FACTORY TEST

17007 STARTUP, COMMISSIONING AND FIELD TESTING

17008 TRAINING

17051 PROCESS CONTROL DESCRIPTIONS

17052 INSTRUMENTATION PRIMARY SENSORS

17053 INSTRUMENT INDEX COVER

17101 PROCESS CONTROL SYSTEM FIBER OPTIC CABLING – OUTDOOR

17226 IO LIST COVER SHEET

17231 COMPUTER SYSTEM HARDWARE AND SOFTWARE

17260 CONTROL PANELS

This page was intentionally left blank for duplex printing.

W912PL-10-B-0009

AMERICAN RECOVERY REINVESTMENT ACT (ARRA) FUNDED

UNIT OF UNIT TOTAL

ITEM NO. DESCRIPTION MEASURE PRICE PRICE

BASE BID (Line Items 0001 thru 0023) Period of Performance: 550 Calendar Days

0001 MOBILIZATION/DEMOBILIZATION 1.00 LS -$ -$

0002 GENERAL CONDITIONS 1.00 LS -$ -$

0003 DIVERSION & CONTROL OF STORMWATER 1.00 LS -$ -$

0004 AS-BUILT DRAWINGS 1.00 LS -$ -$

0005 SITE DEMOLITION 1.00 LS -$ -$

0006 TRAFFIC CONTROLS 1.00 LS -$ -$

0007 CLEARING & GRUBBING 8.00 * ACRE -$ -$

0008 STOCK PILE PREPARATION 800.00 * SY -$ -$

0009 EXCAVATE & HAUL TO GENERAL FILL 33,521.00 * CY -$ -$

0010 EXCAVATE & HAUL TO STOCKPILE 1 890 00 * CY -$ -$

SECTION 00010 - PRICING SCHEDULE

IN-PLANT SECONDARY EFFLUENT PUMP STATION (IPSEPS)

TRES RIOS ENVIRONMENTAL RESTORATION PROJECT, PHASE II

ESTIMATED

_ QTY

The undersigned hereby proposes and agrees that on award by the Government under this Bid, and in accordance with the provisions therein stated, to execute the Agreement, with necessary bonds, to furnish and install any and all labor, materials, equipment transportation, and services for the construction of the Tres Rios Environmental Restoration Project - Phase II, In-Plant Secondary Effluent Pump Station, in accordance with the Contract Documents therefore adopted and on file with the Government within the time hereinafter set forth and at the prices named in this Bid as follows:

0010 EXCAVATE & HAUL TO STOCKPILE 1,890.00 * CY -$ -$

0011 SPREAD AND COMPACT GENERAL FILL 33,521.00 * CY -$ -$

0012 MAINTENANCE ROAD/ STORAGE AREA - 6 INCH DG 150.00 * SY -$ -$

0013 MAINTENANCE ROAD - 2 INCH ASPHALT 14,332.00 * SY -$ -$

0014 RESTORE EXISTING SURFACES 1.00 * LS -$ -$

0015 96-INCH CEFF PIPE AND FITTINGS 375.00 * LF -$ -$

0016 84-INCH CEFF PIPE AND FITTINGS 310.00 * LF -$ -$

0017 IPSEPS INCLUDING EJB-1 & FMB-1 1.00 LS -$ -$

0018 PLANT 3 EFFLUENT JUNCTION STRUCTURE 1.00 LS -$ -$

0019 PLANTS 1, 2 AND 3 EFFLUENT JUNCTION STRUCTURE 1.00 LS -$ -$

0020 IPSEPS ELECTRICAL BUILDING 1.00 LS -$ -$

0021 CHLORINE PIPING RELOCATION 1.00 LS -$ -$

POTABLE WATER YARD PIPING INCLUDING POTABLE

WATER, NON-POTABLE WATER, SCUM & DECANT

1.00 LS -$ -$

RTA SUBMITTAL

SECTION 00010-1

Amendment 0002 (Strikethrough

Bold Italic)

W912PL-10-B-0009

AMERICAN RECOVERY REINVESTMENT ACT (ARRA) FUNDED

SECTION 00010 - PRICING SCHEDULE

IN-PLANT SECONDARY EFFLUENT PUMP STATION (IPSEPS)

TRES RIOS ENVIRONMENTAL RESTORATION PROJECT, PHASE II

UNIT OF UNIT TOTAL

ITEM NO. DESCRIPTION MEASURE PRICE PRICE

0023 ELECTRICAL AND INSTRUMENTATION 1.00 LS -$ -$

TOTAL BASE BID (Line Items 0001 thru 0023) -$

0024 OPTION 1 (BID ALTERNATIVE 1) - PUMP NO. 6, COMPLETE

0024 PUMP NO. 6 ADDITION, COMPLETE 1.00 LS -$ -$

0025 OPTION 2 (BID ALTERNATIVE 2) - FMB-1 ACTUATED GATES, COMPLETE

0025 FMB-1 ACTUATED GATES, COMPLETE 1.00 LS -$ -$

0026 OPTION 3 (BID ALTERNATIVE 3) - FORCEMAIN "E", COMPLETE

0026 FORCEMAIN "E", COMPLETE 1.00 LS -$ -$

TOTAL (OPTIONS 1, 2 AND 3) -$

TOTAL (BASE BID AND OPTIONS 1, 2 AND 3) -$

* QUANTITY IS AN ESTIMATED AMOUNT. SEE SECTION 00700, FAR 52.211-18, FOR VARIATION IN ESTIMATED QUANTITY

ESTIMATED

_ QTY

RTA SUBMITTAL

SECTION 00010-2

Amendment 0002 (Strikethrough

Bold Italic)

US ARMY CORPS OF ENGINEERS, LOS ANGELES DISTRICT

TRES RIOS ENVIRONMENTAL RESTORATION PHASE II, IN-PLANT SECONDARY

EFFLUENT PUMP STATION

PROJECT NO.: W912PL-10-B-0009

Ready To Advertise (RTA) 01270A-1 March 2010 Amendment 0002 (Strikethrough & Bold Italic)

SECTION 01270A

MEASUREMENT AND PAYMENT

IN-PLANT SECONDARY EFFLUENT PUMP STATION

PART 1 - GENERAL

1.1 PAYMENT INCLUSION

A. Payment items for the work of this contract for which contract lump sum payment will be made are listed in the BIDDING SCHEDULE (Attachment A) and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. No direct or separate payment shall be made for providing miscellaneous temporary or accessory works, plant services, layout surveys, job signs, sanitary requirements, testing, safety devices, approval and Record Drawings, water supplies, power, traffic maintenance, removal of waste, environmental protection, watchmen, bonds, insurance, coordination with other contractors working in the area, or for performing all work required for which separate payment is not otherwise provided.

Compensation for all such services, items and materials shall be included in the prices stipulated for the lump sum or unit bid prices listed herein.

B. Each lump sum and unit bid price shall be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR'S overhead and profit for each separately identified item.

1.2 UNIT PRICE PAYMENT ITEMS

A. Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE (Attachment A) and described below.

The unit price and payment made for each item listed shall constitute full compensation quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1. CLEARING AND GRUBBING (BID ITEM 0007)

a. Measurement: Measurement for Clearing and Grubbing shall be per acre.

Payment shall constitute full compensation for clearing existing surface debris including but not limited to tree trimmings, and clearing improvements including but not limited to existing corrugated metal pipe (CMP) , existing reinforced concrete pipe (RCP) , existing steel pipe, existing fence and gates, existing asphalt concrete (AC) roads, existing posts, and existing concrete headwalls where indicated on the plans and specifications, and vegetation and grubbing areas of excavation, and areas to be graded, and areas to -receive fill, including stock pile sites or other approved areas necessary for the CONTRACTOR’S operations within the limits of the project. Dispose off-site all vegetation and removed improvements and existing debris such as old pavement, tree trimmings, trash, etc. Measurement shall be by acre of land cleared and grubbed.

Ready To Advertise (RTA) 01270A-2 March 2010

(Strikethrough & Bold Italic)

b. Payment: Payment shall be made at the applicable unit price for each acre of clearing and grubbing. This unit price is the average cost plus overhead and profit per acre of the entire area as defined in the drawings.

2. STOCK PILE PREPARATION (BID ITEM 0008)

a. Measurement: North East stockpile preparation includes any surface preparation required at this permanent stockpile site that is being used for excess excavated material, grading of excess excavated material to meet specification, installation and maintenance of any haul roads, and dust control required for temporary storage of excavated material.

b. Payment: Payment shall be made at the applicable unit price for each square yard required. The CONTRACTOR is responsible for providing sufficient stockpile area to meet the project requirements.

3. EXCAVATE AND HAUL TO GENERAL FILL (BID ITEM 0009)

a. Measurement: Includes excavation and hauling of excavated material to general fill. Measurement of excavation where removed material is hauled directly to a fill location within the project site shall be by cubic yards in-situ of material excavated.

b. Payment: Payment for excavation, haul to general fill, shall be made at the applicable contract unit price per cubic yard of material excavated.

4. EXCAVATE AND HAUL TO STOCKPILE (BID ITEM 0010)

a. Measurement: Includes excavation and hauling of excavated material to stockpile. Measurement of excavation where excess excavated material is hauled directly to the North East Stockpile location shown on the drawings shall be by cubic yards in-situ of material excavated.

b. Payment: Payment for Excavation, haul to North East stockpile, shall be made at the applicable contract unit price per cubic yard of material excavated.

5. SPREAD AND COMPACT GENERAL FILL (BID ITEM 0011)

a. Measurement: Includes subgrade preparation, placement and spreading of fill, compaction and testing, and finish grading. Measurement for spreading and compacting fill shall be by cubic yards of material compacted, as measured in its compacted state

b. Payment: Payment for spread and compact fill, shall be made at the applicable contract unit price per cubic yard of material compacted in its compacted state.

6. MAINTENANCE ROAD/STORAGE AREA – 6-INCH DG (BID ITEM 0012)

a. Measurement: Measurement of the maintenance road and storage area will be by square yard of constructed surface as measured from edge of road to edge of road.

Construction shall include either processing of on-site material or importation of the material, moisture conditioning, stabilization, compaction and testing, and finish grading as shown on the contract drawings, and as required to provide a smooth, crowned surface.

b. Payment: Payment for the Maintenance Road and storage area shall be made at the applicable contract unit price per square yard of road constructed for costs associated with preparing the roadbed, installing DG, as shown on the contract drawings, and as required to provide a smooth, crowned surface. No additional amount will be paid for temporary roads constructed for project construction purposes.

7. MAINTENANCE ROAD – 2-INCH ASPHALT (BID ITEM 0013)

Ready To Advertise (RTA) 01270A-3 March 2010

(Strikethrough & Bold Italic)

a. Measurement: Measurement of the maintenance road will be by square yard of road constructed as measured from edge of road to edge of road. Construction shall include materials and labor for road bed preparation, including 6" ABC subgrade, surface preparation, and installation of asphalt road surface as shown on the contract drawings, and as required to provide a smooth, crowned surface.

b. Payment: Payment for the Maintenance Road shall be made at the applicable contract unit price per square yard of road constructed for costs associated with preparing the roadbed, installing asphalt, as shown on the contract drawings, and as required to provide a smooth, crowned surface. No additional amount will be paid for temporary roads constructed for project construction purposes.

8. 96-INCH CEFF PIPE AND FITTINGS (BID ITEM 0015)

a. Measurement: Measurement of the 96-inch CEFF Pipe and Fittings will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with materials and installation of the pipeline as shown on the drawings, and described in the specifications. This includes all excavation, pressure testing, and connections (including connection to the conveyance of the UP05 Project A contract and the Tres Rios Flow Regulating Wetlands contract), piping, thrust restraint, backfill materials, and surface restoration upon completion.

b. Payment: Payment for the 96-inch CEFF influent pipe and fittings shall be made at the applicable contract unit price per linear feet of pipe installed and by cubic yard of concrete for thrust restraints.

9. 84-INCH CEFF PIPE AND FITTINGS (BID ITEM 0016)

a. Measurement: Measurement of the84 -inch CEFF Pipe and Fittings will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with materials and installation of the pipeline as shown on the drawings, and described in the specifications. This includes all excavation, pressure testing, and connections (including connection to FMB-1 pipe and conveyance pipe of the UP05 Project A contract and the Tres Rios Flow Regulating Wetlands contract), piping, thrust restraint, backfill materials, and surface restoration upon completion.

b. Payment: Payment for the 84-inch CEFF influent pipe and fittings shall be made at the applicable contract unit price per linear feet of pipe installed and by cubic yard of concrete for thrust restraints.

1.3 LUMP SUM PAYMENT ITEMS

A. Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE (Attachment A) and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute 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. Some of the lump sum payment items reference drawings, plans and specifications for verification purposes.

Ready To Advertise (RTA) 01270A-4 March 2010

(Strikethrough & Bold Italic)

1. MOBILIZATION/DEMOBILIZATION (BID ITEM 0001)

a. Payment shall be lump sum for all expenses associated with setting up and taking down temporary construction facilities, transporting equipment to and from project site, and providing other necessary facilities or services such as Equipment lay down areas, temporary roads, temporary parking areas, temporary fencing, temporary utility connections etc. This Bid Item includes all the Flow Regulating Wetlands and the Storm Water Channel.

2. GENERAL CONDITIONS (BID ITEM 0002)

a. Payment shall be lump sum for all expenses associated with general conditions and general maintenance not included in other bid items.

3. DIVERSION AND CONTROL OF STORMWATER (BID ITEM 0003)

a. Payment shall be lump sum for all expenses associated with diversion and control of stormwater. This includes, but is not limited to products and labor associated with soil stabilization, silt fences, straw bales, diversion dikes, and any other control and measure that may be required. Maintenance of these control measures is also included in the lump sum.

4. AS-BUILT DRAWINGS (BID ITEM 0004)

a. Payment shall be lump sum for all expenses associated with providing as-built drawings as required and described in the contract specifications.

5. SITE DEMOLITION (BID ITEM 0005)

a. Demolition includes removing and plugging abandoned utilities including waterlines, termination of existing concrete irrigation ditches, demolition, clearing & removal of buildings or other structures within the limits of the project including but not limited to the improvements and structures shown on the drawings, and including foundations, subgrade, structures, utilities and all features associated with the removed structure. The CONTRACTOR is responsible for the protection of existing facilities to remain in place, and scheduling and coordination of clearing the site and removing obstructions.

b. Payment shall be a lump sum to include all demolition as discussed above and shown on the contract drawings.

6. TRAFFIC CONTROLS (BID ITEM 0006)

a. Traffic Controls includes providing barricades, signs, and lights, construction of necessary detours, maintaining safe access to residences, businesses, and stock pile sites using flaggers and guards, and all other work identified in the Specifications required to perform work near, or affecting public or private roads.

b. Payment shall be a lump sum to include all traffic controls required to perform the contract work.

7. RESTORE EXISTING SURFACES (BID ITEM 0014)

a. Measurement: Includes either processing of on-site material or importation of material to restore all existing finishes other than asphalt (see Bid Item 0013).

Measurement of riprap will be by tons (2000 Ibs) of rip-rap installed and riprap shall be installed 8 inches thick. Measurement of asphalt road surfaces will be by square yard of road constructed as measured from edge of road to edge of road.

Construction shall include materials and labor for road bed preparation, including 6" ABC subgrade, surface preparation, and installation of asphalt road surface as shown on the contract drawings, and as required to provide a smooth, crowned surface. Measurement of the DG road and areas will be by square yard of constructed surface as measured from edge to edge. Construction shall include

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(Strikethrough & Bold Italic) either processing of on-site material or importation of the material, moisture conditioning, stabilization, compaction and testing, and finish grading as shown on the contract drawings, and as required to provide a smooth, crowned surface.

Includes furnishing, installing, and seam testing of geotextile. Measurement of geotextiles will be by square yards of textile installed. Installation shall include all areas indicated on the drawings, and shall constitute full compensation for all materials, labor, and other costs associated with materials and installation.

Installation shall include all areas indicated on the drawings..

b. Payment: Payment for restoration of existing surfaces will be lump sum.

8. IPSEPS STRUCTURE (BID ITEM 0017)

a. Lump Sum Payment for the IPSEPS Structure, including Effluent Junction Box 1, Approach Channel No. 1, Scum Pump Station and Force Main Box 1 (FMB 1) will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the structure.

This includes all earthwork, reinforced concrete, stop plates and guides, pumps, FSIs, pipe & fittings and equipment that make up the structure, and are attached to the structure. Piping entering and leaving the structure is not included, though wall sleeves, and flexible couplings associated with the structure connection shall be included. All equipment associated with the structure as shown in the drawings shall be included except instrumentation that is identified in the Electrical and Instrumentation Bid Item. All steel piping, fittings, FSIs, pipe supports, wall thimbles, gates and coatings will be included in this price. NPW and PW piping and valves and pipe supports are not included.

9. PLANT 3 EFFLUENT JUNCTION STRUCTURE (BID ITEM 0018)

a. Payment for the Plant 3 Effluent Junction Structure will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the structure. This includes all earthwork, reinforced concrete, gates and equipment that make up the structure, and are attached to the structure. Equipment and materials implied or specified, but not shown, that is required for complete operation as required by the specifications shall be included. Piping is not' included in this bid item, nor is instrumentation that is identified in the Electrical and Instrumentation Bid Item.

10. PLANTS 1, 2 AND 3 EFFLUENT JUNCTION STRUCTURE (BID ITEM 0019)

a. Payment for the Plants 1, 2 and 3 Effluent Junction Structure will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the structure. This includes all earthwork, reinforced concrete, gates and equipment that make up the structure, and are attached to the structure. Equipment and materials implied or specified, but not shown, that is required for complete operation as required by the specifications shall be included. Piping is not' included in this bid item, nor is instrumentation that is identified in the Electrical and Instrumentation Bid Item.

11. IPSEPS ELECTRICAL BUILDING (BID ITEM 0020)

a. Payment for the IPSEPS Electrical Building will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the structure and equipment installed in the building. This work includes fire protection installations within the building, and any piping within 2 feet of the structure. The IPSEPS Electrical Building Structure includes all excavation, concrete, masonry, structural steel, and building

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(Strikethrough & Bold Italic) materials required as indicated in the structural and architectural drawings, and the specifications. Mechanical and architectural features such as piping, doors, decorative steel are also included. This item includes the masonry screen wall near the Analyzer Building.

b. Utilities: Applicable work includes all signage, safety equipment, lighting, and electrical work excluded from the Electrical and Instrumentation Bid item.

c. HVAC: Applicable work includes installation and start-up of the HVAC system.

This includes the heat pumps installed as specified, all ductwork and louvers, all refrigerant piping and insulation, equipment pads and mounting hardware to provide a complete, working system.

d. Fire Protection: Applicable work includes piping, valves, sprinklers, smoke detectors, alarms, and control panels as indicated on the drawings, specified, and required by the City of Phoenix Fire Code.

12. CHLORINE PIPING RELOCATION (BID ITEM 0021)

a. Payment for the Chlorine Piping Relocation will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with materials and installation of the chlorine piping and appurtenances as shown on the drawings, and described in the specifications. This piping is located south of the IPSEPS. This includes all excavation, connections, piping, pressure testing, backfill materials, concrete and asphalt cutting, concrete and asphalt repair, and surface restoration upon completion. It also includes pipe supports as shown on the drawings, including expenses related to tying in the piping to 91st Ave WWTP Chlorine system, including coordination and any expenses related to overtime pay if the work must proceed outside of regular working hours. This work includes potholing to verify utilities shown and not shown within the proposed alignment, and contingency for providing necessary fittings to avoid unforeseen field conditions relating to existing utilities.

13. MISCELLANEOUS YARD PIPING (BID ITEM 0022)

a. Payment for the miscellaneous yard piping will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with materials and installation of the piping and appurtenances as shown on the drawings, and described in the specifications that are not included in other bid items. This includes all excavation, connections, piping, pressure testing, tracer wire, backfill materials, and surface restoration upon completion. This item includes potable, non-potable, decant, scum and any other buried piping shown in the drawings, and not included in other Bid Items.

14. ELECTRICAL AND INSTRUMENTATION (BID ITEM 0023)

a. Payment for the Electrical and Instrumentation will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with materials and installation of all electrical and instrumentation items as shown on the drawings, and described in the specifications that are not included in other bid items. This includes all excavation, connections, conduits, tracer wire, concrete and reinforcement for duct banks, and backfill materials and surface restoration upon completion. This includes any handholes required to pull cables. This includes material and labor for all copper cabling as specified or required for power, signal, and ground. This includes all materials and labor associated with the power service entrance, power

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(Strikethrough & Bold Italic) distribution panels, the Uninterupted Power System, transformers, voltage regulators, remote I/O panels, radio systems, and other items as shown on the drawings and in the specifications includes any programming, testing, or coordination studies required complete the installation. Instrumentation includes all level sensors, flow meters, and all devices with signals to the PLC shown on the instrumentation drawings. This excludes the gate actuators, pumps, and other items specifically included in another bid item, but includes the conduit and wire, and associated labor with connecting these devices. All associated panels, wire, conduit, and labor for these devices are included. All costs associated with connecting to existing power, and communications will be included in this bid item. All costs associated with PLC programming, remote I/O terminations, radio telemetry configuration, and modifications to the existing CCS software shall be included in this bid.

15. OPTION 1 (BID ALTERNATE 1) PUMP NO 6 (BID ITEM 0024)

a. Lump Sum Payment for PUMP NO 6 in IPSEPS Structure, including piping, supports, anchors, and applicable equipment will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the pump. This includes all earthwork, reinforced concrete, air/vacuum valve, butterfly valve, tilted check valves, other piping & fittings and equipment that make up the pump system, and are attached to the pump and structure. Flexible couplings associated with the piping connection shall be included. All steel piping, fittings, pipe supports and coatings will be included in this price. SWR piping, valves and pipe supports are included.

Payment for the Electrical and Instrumentation will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with materials and installation of all electrical and instrumentation items as shown on the drawings, and described in the specifications that are not included in other bid items. This includes all connections, conduits, tracer wire, and surface restoration upon completion. This includes any handholes required to pull cables. This includes material and labor for all copper cabling as specified or required for power, signal, and ground. This includes all materials and labor associated with the power service entrance, power distribution panels, transformers, voltage regulators, remote I/O panels, radio systems, and other items as shown on the drawings and in the specifications. This item includes any programming, testing, or coordination studies required complete the installation. Instrumentation includes all sensors and all devices with signals to the PLC shown on the instrumentation drawings. All associated panels, wire, conduit, and labor for these devices are included. All costs associated with connecting to existing power, and communications will be included in this bid item. All costs associated with PLC programming, remote I/O terminations, radio telemetry configuration, and modifications to the existing CCS software shall be included in this bid. All equipment associated with Bid Alternate 1 as shown in the drawings shall be included.

16. OPTION 2 (BID ALTERNATE 2) FMB-1 ACTUATED GATES (BID ITEM 0025)

a. Lump Sum Payment for the IPSEPS Structure sluice gates 9 and 10, located in

Force Main Box 1 (FMB 1) will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the gates. This includes all anchorage to reinforced concrete, Ready To Advertise (RTA) 01270A-8 March 2010

(Strikethrough & Bold Italic) actuators and guides, fittings and equipment that make up the gate system, and are attached to the structure. Payment for the Electrical and Instrumentation will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with materials and installation of all electrical and instrumentation items as shown on the drawings, and described in the specifications that are not included in other bid items. This includes all connections, conduits, tracer wire, and surface restoration upon completion. This includes any handholes required to pull cables. This includes material and labor for all copper cabling as specified or required for power, signal, and ground. This includes all materials and labor associated with the power service entrance, power distribution panels, transformers, voltage regulators, remote I/O panels, radio systems, and other items as shown on the drawings and in the specifications. This item includes any programming, testing, or coordination studies required complete the installation. Instrumentation includes all sensors and all devices with signals to the PLC shown on the instrumentation drawings. All associated panels, wire, conduit, and labor for these devices are included. All costs associated with connecting to existing power, and communications will be included in this bid item. All costs associated with PLC programming, remote I/O terminations, radio telemetry configuration, and modifications to the existing CCS software shall be included in this bid. All equipment associated with Bid Alternate 2 as shown in the drawings shall be included.

17. OPTION 3 (BID ALTERNATE 3) FORCEMAIN “E” BID (BID ITEM 0026)

a. Lump Sum Payment for Forcemain “E”, noted as Bid Alternate 3 as shown on the drawings, will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the gates. The lump sum for bid item 0026 shall include the work described under each of the sub tasks listed undet article 17 b. through 17.w. below.

b. MOBILIZATION/DEMOBILIZATION

1) Payment shall be lump sum for all expenses associated with setting up and taking down temporary construction facilities, transporting equipment to and from project site, and providing other necessary facilities or services such as Equipment lay down areas, temporary roads, temporary parking areas, temporary fencing, temporary utility connections etc. This Bid Item includes all the Flow Regulating Wetlands and the Storm Water Channel.

c. DIVERSION AND CONTROL OF STORMWATER

1) Payment shall be lump sum for all expenses associated with diversion and control of stormwater. This includes, but is not limited to products and labor associated with soil stabilization, silt fences, straw bales, diversion dikes, and any other control and measure that may be required. Maintenance of these control measures is also included in the lump sum.

d. AS-BUILT DRAWINGS

1) Payment shall be lump sum for all expenses associated with providing as-built drawings as required and described in the contract specifications.

e. SITE DEMOLITION

1) Demolition includes removing and plugging abandoned utilities including waterlines, termination of existing concrete irrigation ditches, demolition, clearing & removal of buildings or other structures within the limits of the

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(Strikethrough & Bold Italic) project including but not limited to the improvements and structures shown on the drawings, and including foundations, subgrade, structures, utilities and all features associated with the removed structure. The CONTRACTOR is responsible for the protection of existing facilities to remain in place, and scheduling and coordination of clearing the site and removing obstructions.

f. TRAFFIC CONTROLS

1) Traffic Controls includes providing barricades, signs, and lights, construction of necessary detours, maintaining safe access to residences, businesses, and stock pile sites using flaggers and guards, and all other work identified in the Specifications required to perform work near, or affecting public or private roads.

g. EXCAVATE AND HAUL TO GENERAL FILL

1) Measurement: Includes excavation and hauling excavated materials to general fill. Measurement of excavation where removed material is hauled directly to a fill location within the project site shall be by cubic yards in-situ of material excavated.

h. SPREAD AND COMPACT GENERAL FILL

1) Measurement: Includes subgrade preparation, placement and spreading of fill, compaction and testing, and finish grading. Measurement for spreading and compacting fill shall be by cubic yards of material compacted, as measured in its compacted state

i. SPREAD AND COMPACT EMBANKMENT FILL

1) Measurement: Includes subgrade preparation, moisture conditioning, placement and spreading of fill, compaction and testing, and finish grading.

Measurement for spreading and compacting fill shall be by cubic yards of material compacted, as measured in its compacted state.

j. MAINTENANCE ROAD AND STORAGE AREA 6-INCH DG

1) Measurement of the DG road and areas will be by square yard of constructed surface as measured from edge to edge. Construction shall include either processing of on-site material or importation of the material, moisture conditioning, stabilization, compaction and testing, and finish grading as shown on the contract drawings, and as required to provide a smooth, crowned surface.

k. MAINTENANCE ROAD – 2-INCH ASPHALT

1) Measurement: Measurement of the maintenance road will be by square yard of road constructed as measured from edge of road to edge of road.

Construction shall include materials and labor for road bed preparation, including 6" ABC subgrade, surface preparation, and installation of asphalt road surface as shown on the contract drawings, and as required to provide a smooth, crowned surface.

l. RESTORE EXISTING SURFACES (BID ITEM 0014)

1) Measurement: Includes either processing of on-site material or importation of material. Measurement of riprap will be by tons (2000 Ibs) of rip-rap installed and riprap shall be installed 8 inches thick. Measurement of asphalt road surfaces will be by square yard of road constructed as measured from edge of road to edge of road. Construction shall include materials and labor for road bed preparation, including 6" ABC subgrade, surface preparation, and installation of asphalt road surface as shown on the contract drawings, and as

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(Strikethrough & Bold Italic) required to provide a smooth, crowned surface. Measurement of the DG road and areas will be by square yard of constructed surface as measured from edge to edge. Construction shall include either processing of on-site material or importation of the material, moisture conditioning, stabilization, compaction and testing, and finish grading as shown on the contract drawings, and as required to provide a smooth, crowned surface. Includes furnishing, installing, and seam testing of geotextile. Measurement of geotextiles will be by square yards of textile installed. Installation shall include all areas indicated on the drawings, and shall constitute full compensation for all materials, labor, and other costs associated with materials and installation. Installation shall include all areas indicated on the drawings.

m. FORCEMAIN BOX 1 (BID ITEM 0029L)

1) Lump Sum Payment for the addition to Force Main Box 1 (FMB 1) will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the structure. This includes all earthwork, reinforced concrete, actuators and guides, pipe & fittings and equipment that make up the addition to the structure, and are attached to the structure. Piping entering and leaving the structure is not included, though wall sleeves, and flexible couplings associated with the structure connection shall be included. All equipment associated with the structure as shown in the drawings shall be included except instrumentation that is identified in the Electrical and Instrumentation Bid Item 0029V. All steel piping, fittings, FSIs, pipe supports, wall thimbles, gates and coatings will be included in this price.

n. CHAIN LINK FENCING (BID ITEM 0029M)

1) Measurement: Measurement of fencing shall be by linear feet installed.

Installation shall include all fencing indicated on the drawings. This work includes fencing around the perimeter of the wetlands and within the wetlands as shown on the Civil drawings. Work includes furnishing and installing poles, chain link fabric, and excavation and concrete required for installing posts as detailed on C-Drawings. Also included are any man gates as shown on the drawings.

o. FENCE CONCRETE BARRIER WALL (12" x 12") (BID ITEM 0029N)

1) Measurement: Measurement of the fence concrete Barrier Wall shall be by linear feet installed. Installation shall include where indicated on the drawings.

The barrier wall is provided as needed under all chain link fencing to return fencing to existing conditions. Work includes excavation and concrete required to provide an impermeable barrier that extends 12 inches below grade.

p. 84-INCH CEFF FORCEMAIN PIPE AND FITTINGS (BID ITEM 0029O)

1) Measurement: Measurement of the 84-inch CEFF Pipe and Fittings will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with materials and installation of the pipeline as shown on the drawings, and described in the specifications. This includes all excavation, pressure testing, and connections (including connection to the forcemains of the UP05 Project A contract and the Tres Rios Flow Regulating Wetlands contract), piping, thrust restraint, backfill materials, and surface restoration upon completion.

q. FORCE MAIN BOX 2 (FMB 2) STRUCTURE (BID ITEM 0029P)

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(Strikethrough & Bold Italic)

1) Payment for the FMB 2 Structure will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the structure. This includes all earthwork, reinforced concrete, retaining wall and equipment that make up the structure, and are attached to the structure. Equipment implied or specified, but not shown, that is required for complete operation as required by the specifications shall be included. Piping, is not included in this bid item, nor is instrumentation that is identified in the Electrical and Instrumentation Bid Item.

r. FORCE MAIN BOX 3 (FMB 3) STRUCTURE (BID ITEM 0029Q)

1) Payment for the FMB 3 Structure will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the structure. This includes all earthwork, reinforced concrete and equipment that make up the structure, and are attached to the structure. Equipment implied or specified, but not shown, that is required for complete operation as required by the specifications shall be included. Piping, is not included in this bid item, nor is instrumentation that is identified in the Electrical and Instrumentation Bid Item.

s. FORCE MAIN BOX 4 (FMB 4) STRUCTURE (BID ITEM 0029R)

1) Payment for the FMB 4 Structure will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the structure. This includes all earthwork, reinforced concrete and equipment that make up the structure, and are attached to the structure. Equipment implied or specified, but not shown, that is required for complete operation as required by the specifications shall be included. Piping, is not included in this bid item, nor is instrumentation that is identified in the Electrical and Instrumentation Bid Item.

t. FORCE MAIN BOX 5 (FMB 5) STRUCTURE (BID ITEM 0029S)

1) Payment for the FMB 5 Structure will be made at the applicable contract price, which payment shall constitute full compensation for all materials, labor, and other costs associated with the structure.