W912PP-16-R-0020_AMEND_6.pdf

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 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.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

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

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

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 SOLICITATION

NO.

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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)

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

PROJECT: EL PASO WATER UTILITIES STRAHAN RD. WATER TRANSMISSION MAIN, El Paso, El Paso County, Texas

1. This is Amendment No. 0006 to Solicitation No. W912PP-16-R-0020. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

See Item 6

J

W912PP-16-R-0020

1 2

09/02/2016

9B. DATED (SEE ITEM 11)

08/05/2016

W912PP-16-R-0020

Amendment No. 0006

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

00010, Pgs. 3 – 3f 00010, Pgs. 3 – 3g 00800, Pg. 1 - 2 00800, Pg. 1 - 2 01 22 00, Pgs. 1 - 11 01 22 00, Pgs. 1 - 11

3. DRAWING CHANGES: The following drawings shall be revised as stated below.

Bidders are requested to change their drawings for bidding purposes. Successful bidder drawings will be issued to the successful bidder.

a. Plan Set: Planned Water Line Replacement Phases 8, 9 and 10 Upper Valley Strahan Road Water Transmission Main Phase 1; Change Water Transmission Main “PHASE 1” to Water Transmission Main “BASE BID” on all sheets.

b. Plan Set: Planned Water Line Replacement Phases 8, 9 and 10 Upper Valley Strahan Road Water Transmission Main Phase 1; Change Water Transmission Main “PHASE 2” to Water Transmission Main “BID OPTION NO. 01” on all sheets.

////////LAST ITEM////////

Solicitation No. W912PP-16-R-0020

PROPOSAL SCHEDULE

(To be attached to SF 1442)

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount

BASE BIDPHASE 1 –STA 1+00 TO STA 91+00 (SPECIFIC WORK ITEMS)

0001 Existing 36 Inch Diameter

Waterline Removal and Disposal

2,200

L.F.

0002 36 Inch Diameter

Restrained Joint Waterline

9,000

0003 Tie–in to existing 36-inch

Main at Sta 1+00 including manhole

JOB

0004 Tie-Ins to adjacent and lateral water lines

0005 Provide Trench Safety

System for the 36 inch waterline and at all tie-ins to existing waterlines, trench box methods of shoring, sheeting, and bracing method complete and in place.

0006 54 inch Steel Casing Jack and Bore

0007 54 inch Steel Casing Open

Cut

0008 Air/Vacuum Valve, Manhole and all Appurtenances, Complete

EA.

0009 Blow-Off Valve, Manhole

0010 Butterfly Valve, Manhole, and all appurtenances, Page 3a of 76

PROPOSAL SCHEDULE (Cont’d)

0011 Provide Corrosion

Protection system for the 36-inch Pipe, including, joint bonding, monitoring stations, equipment, complete in place.

JOB.

0012 Remove and dispose of half the road pavement section (centerline to shoulder) above new pipe alignment

12,733

S.Y.

0013 2-Inch Hot Mix Asphaltic

Pavement and Prime Coat (Road half section along pipe alignment)

0014 8-Inch Aggregate Base

Course

12,800

0015 Existing 2-Inch Hot Mix

Asphaltic Pavement Milling, Removal and Disposal and resurface with 2-Inch Hot Mix Asphaltic Pavement and Prime Coat

SY

0016 2-Sack Cement Flowable

Fill Material

CY

0017 Diversion and Care of

Water

0018 Videotape Documentation full length of project waterline corridor and photographic documentation prior to construction and past construction, LF

Page 3b of 76

Texas Pollutant Discharge Elimination System Stormwater Pollution Prevention Plan, complete in place.

0020 Detours & Traffic Control 1 JOB *** $

0021 Bond Premium and All Other

Work Not Separately Listed

TOTAL ESTIMATED AMOUNT – BASE BID Items 0001 thru 002116 $

Page 3cb of 76

Bid Option No. 01PHASE 2 – STA 91+00 TO STA 153+83 (SPECIFIC WORK ITEMS)

1001 36 Inch Diameter

Restrained Joint Waterline

6,300

1002 Tie in at Sta 123+80 to existing 16-inch PVC main, including 36 by 16 inch tee, valve

1003 Tie-In at Sta 153+83 from

36-inch to 24-inch Water Mains including cut and plug existing line, reducer, and bend

1004 Furnish and Install Trench

Safety System for the 36 inch waterline and at all tie-ins to existing waterlines, trench box methods of shoring, sheeting, and bracing method complete and in place.

6,287

1005 54 inch Steel Casing Jack and Bore

1006 Air/Vacuum Valve, Manhole

1007 Blow-Off Valve, Manhole

1008 Butterfly Valve, Manhole, and all appurtenances, Page 3dc of 76

1009 Provide Corrosion

Protection system for the 36-inch Pipe, including, joint bonding, monitoring stations, equipment, complete in place.

1010 Remove and dispose of half the road pavement section (centerline to shoulder) above new pipe alignment

8,070

1011 2-Inch Hot Mix Asphaltic

Pavement (along pipe alignment) with Prime Coat

1012 8-inch Aggregate Base

Course 8,100 S.Y. $ $

1013 Existing 2-inch Asphalt

Pavement Milling, Removal and Disposal and resurface with 2-Inch Hot Mix Asphaltic Pavement

1014 Diversion and Care of

1015 Videotape Documentation full length of project waterline corridor and photographic documentation prior to construction and past construction, 6,300

Stormwater Pollution

Page 3e of 76

1017 Detours & Traffic Control 1 JOB *** $

1018 Bond Premium and All Other

TOTAL ESTIMATED AMOUNT – BID OPTION No. 01 Items 1001 thru101813 $______________

PHASES 1 & 2 – GENERAL ITEMS

2001 Diversion and Care of

Page 3d of 76

2002 Videotape Documentation full length of project waterline corridor and photographic documentation prior to construction and past construction, complete not exceeded $0.50/foot.

15,285

Stormwater Pollution

2004 Detours & Traffic Control 1 JOB *** $

2005 Bond Premium and All Other

Page 3fe of 76

TOTAL AMOUNT – Items 2001 thru 2005 $

RECAPITULATION

1. TOTAL AMOUNT BASE BID ITEMS 0001 THRU 002116 $

2. TOTAL AMOUNT BID OPTION No. 01 ITEMS 1001 THRU 101813 $

3. TOTAL AMOUNT ITEM 2001 THRU 2005 $

34. GRAND TOTAL ALL ITEMS $

NOTES:

1. AWARD of all bid items will be made to one bidder. Award of Base Bid and Options (if awarded) will be made to one bidder. Bidders shall bid on each item.

2. EXERCISE OF OPTIONS. The Government reserves the right to exercise the option(s) by written notice to the Contractor either singularly or in any combination for up to 120 calendar days after award of the Base Bid without an increase in the Offeror's bid price. Completion of added options shall continue at the same schedule as the Base Bid unless otherwise noted in Section 00800 SUPPLEMENTARY CONDITIONS, Paragraph 1, COMMENCEMENT, PROSECUTION AND COMPLETION

OF WORK.

3. EVALUATION OF OPTIONS: (FAR 52.217-5) (JUL 1990)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirements. Evaluation of options will not obligate the Government to exercise the options(s).

42. MODIFICATIONS. If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

Solicitation No. W912PP-08-B-0024

Page 3gf of 76

NOTES: (Cont’d)

53. ARITHMETIC DISCREPANCIES: (MAR 1995)

(a) For the purpose of initial evaluation of bids, the following will be utilized in resolving arithmetic discrepancies found on the face of the bidding schedule as submitted by bidders:

(1) Obviously misplaced decimal points will be corrected;

(2) Discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected;

(4) Apparent errors in addition of lump sum and extended prices will be corrected.

(b) For the purposes of bid evaluation, the Government will proceed on the assumption that the bidder intends the bid to be evaluated on basis of the unit prices, extensions, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids. (EFARS 52.214-5000)

64. PROGRESS PAYMENT REQUESTS made by the Contractor pursuant to the provisions of Contract Clause, PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS, shall be submitted on ENG FORM 93 to the administration office as designated in Block 26, Standard Form 1442 Back, Solicitation, Offer and Award. ENG FORM 93 shall be submitted to that office on the 1st of each month in appropriate form and certified. Photocopies of the form shall be furnished on that same date to the Corps of Engineers offices designated at the Pre-Construction Conference.

75. ALL OTHER WORK NOT SEPARATELY LISTED shall not include Mobilization, Demobilization and Distributed Cost (for example Insurance, Quality Control, and/or Home Office Overhead, Field Overhead) related to other Bid Items. Any cost not appropriate to this pay item shall be paid out during the life of the contract commensurate with earnings.

86. UNIT ABBREVIATIONS

L.S. = LUMP SUM

L.F. = LINEAR FOOT

S.Y. = SQUARE YARD

EA. = EACH

00800-1

SECTION 00800

SUPPLEMENTARY CONDITIONS

1. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (FAR 52.211-10) (APR

1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than the dates or number of calendar days set forth in the schedule with notes below. The time stated for completion shall include final cleanup of the premises.

SCHEDULE SPA APR 2002

Item of Work

Commencement Time in Calendar

Days After Receipt of Notice to Proceed

Completion Time in Calendar Days After Receipt of Notice to Proceed

Liquidated Damages Per Calendar Day

BASE BID

(1) EPWU Strahan Rd.

Water Transmission Main, Sta. 1+00 to Sta. 91+00, Complete

BID OPTION No. 01

10 300365

$1,528363.00

(2) EPWU Strahan Rd.

Water Transmission Main, Sta. 91+00 to Sta. 153+83, Complete

If this Bid Option is exercised, an additional 240 calendar days will be added to the total completion days.

(32) Final As built Drawings

See Note 1

NOTES:

1. As-Built Drawings. The Contractor shall complete work on the Final As-Built Drawings upon receipt of the approved working as-built drawings within the construction Completion Time. Until receipt and approval of the Final As-Built Drawings, the Contracting Officer will withhold a percentage of the contract price or amount as specified in Section 01 72

00 AS-BUILT DRAWINGS.

2. LIQUIDATED DAMAGES – CONSTRUCTION (FAR 52.211-12) (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount stated in this solicitation under Commencement, 00800-2

Prosecution and Completion of Work (FAR 52.211-10) for each calendar day of delay until the work is completed or accepted

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed.

These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(END OF CLAUSE)

3. CONTRACT DRAWINGS AND SPECIFICATIONS (DFARS 252.236-7001) (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall -

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general -

(1) Large-scale drawings shall govern small-scale drawings.

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings.

(END OF CLAUSE)

4. CONTRACT DELIVERABLES (CESPA) (APRIL 2010)

After award, the Government will provide to the Contractor, without charge, one (1) compact disc containing all CADD files. Publications incorporated into the technical provisions by reference may be provided upon

01 22 00-1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 GENERAL

The contract prices are listed on the PROPOSAL SCHEDULE and priced as either job or unit for each item. Unless a payment item is listed on the schedule no separate payment will be made for the work, services, or operations required by the Contractor, as specified in DIVISION 1, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work. The Contractor shall include layout of the work including surveying in each item as applicable. All work shall be provided in accordance with these specifications and the applicable drawings.

1.2 BASIS OF MEASUREMENT

1.2.1 Single Job Items

Items measured as a job will be measured for payment as a complete job in the locations indicated. 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.

1.2.2 Unit Quantity Items

Items measured as a unit quantity will be measured for payment by the actual quantity of material installed in place or other work as required to make a complete job. Unless the payment item paragraph makes a specific exception of any item, payment includes all usual, essential, and incidental items associated with the item of work, and any other work specifically described in the payment item paragraph and the same work will not be measured or payment made under any other item that may be listed on the PROPOSAL SCHEDULE. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

01 22 00-2

1.3 PAYMENT ITEMS

The payment items for the work of this contract for which contract job and unit price payments will be made are listed on the PROPOSAL SCHEDULE and described below.

(a) Item Numbers 0001 thru 002116 apply to the BASE BIDPhase 1 drawings.

(b) Item Numbers 1001 thru 101813 apply to BID OPTION NO. 01 Phase 2 drawings.

(C) Item Numbers 2001 thru 2005 apply to Phase 1 and 2 drawings.

1.3.1 Item No. 0001

1.3.1.1 Payment

Payment will be made for costs associated with the existing 36 Inch Diameter Waterline Removal and Disposal as shown on the drawings and as specified. Work includes pulling the joints apart, breaking the exterior grout coating and cutting the pipe or any other method that allows the Contractor to safely disconnect and remove the pipe. The pipe segments shall be removed from the trench and disposed at the project site as required by the El Paso Water, including obtaining the city hauling permit.

Contractor to dispose of water line to the local landfill or to be delivered to the El Paso Water yard at Fred Wilson. At all portions that remain in place, the pipe end openings shall be sealed by 2-sack cement flowable fill. Payment for flowable fill will be made under contract line Item 0016.

1.3.1.2 Measurement

Measurement will be based on the number of linear feet of existing 36-inch water main removed and disposed along the length of existing abandoned pipe per horizontal stationing.

1.3.1.3 Unit of Measure

Unit of measure: linear foot.

1.3.2 Item No. 0002, 1001

1.3.2.1 Payment

Payment will be made for all costs to furnish, install, test and disinfect the 36 Inch Diameter Restrained Joint Waterline as required to include the full length of new 36 inch water main and all restrained joints and fittings, mechanical thrust restraint of the full length, filter fabric, marking tape that can be located from above ground and all associated water line appurtenances. This work also includes all costs associated with coordination with utility companies to locate existing utilities, protection of all existing utilities and any other physical existing improvement within the project area.

Contractor shall provide all associated excavation, bedding material, 01 22 00-3 backfilling to existing groundline and compaction, all site work required to prepare the water line alignment for construction, all finish grading and site cleanup requiring earth moving equipment. Provide all compaction by mechanical means and all equipment to carry out the intent of drawings, all incidentals related to excavation, bedding, backfill and soils testing of the new 36 inch water line and at tie-ins to existing distribution system.

1.3.2.2 Measurement

Measurement will be based on the number of linear feet of 36 inch water main for completed and accepted work.

1.3.2.3 Unit of Measure

1.3.3 Item 0003

1.3.3.1 Payment

Payment will be made for costs associated with operations to tie–in to existing 36-inch Main at Sta 1+00 including manhole.

1.3.3.2 Unit of Measure

Unit of measure: job

1.3.4 Item 0004

1.3.4.1 Payment

Payment will be made for costs associated with operations to provide tie-ins from 36 inch waterline to all adjacent and lateral waterlines. This work includes the following features:

(a) Lateral stub-out at Sta 1+10, including tee, valve, and PVC pipe.

(b) Tee and blind flange at Sta 17+69.55, and tie in at Sta 17+87.66 to existing 8-inch and 12-inch mains, including 36 by 12 inch tee, valves, and reducer.

(c) Tie in at Sta 61+50 to existing 16-inch PVC main, including 36 by 12 inch tee, valve, 16 by 12 inch tee, pipe, plug and thrust block.

(d) Tie in at Sta 88+00 to existing 16-inch PVC main, including 36 by 12 inch tee, valve, 12 by 16 tapping sleeve, valve and pipe.

1.3.4.2 Unit of Measure

01 22 00-4

1.3.5 Item 0005, 1004

1.3.5.1 Payment

Payment will be made for costs associated with operations necessary to provide and maintain trench safety system per OSHA requirements and includes all materials, equipment and work associated with this item. This item includes trench safety for water line installation, excluding the required trench safety for the entry and exit pits of the steel casing operations. See Items 0006/0007 for trench safety requirements of the steel casing pits.

1.3.5.2 Measurement

Measurement will be determined by measurement along the centerline of the water line where needed below the 5 foot depth, including all tie-ins as applicable using horizontal stationing to measure the installed system, with no deduction being made for fittings.

1.3.5.3 Unit of Measure

1.3.6 Item 0006, 1005

1.3.6.1 Payment

provide all work for furnishing and installing the 54-inch steel casing (5/8 inch thick wall) using a jacked and bored casing as shown in the drawings. Work includes all costs associated with excavations of the bore entry and existing pits, providing the jacking/boring machine to complete the bore crossing, all field welding of the casing pipe with two full passes, one at the interior side and one at the exterior side of all joints, all pressure grouting operations to fill voids around the exterior side of the casing, trench safety of the entry and exit pits, including shoring the face of the entry and exit pits adjacent to County right-of-way, coordination with County and El Paso County Water Improvement District # 1, and all incidentals related to completing the bore crossing as intended by the drawings. Include installation of the 36 inch diameter carrier pipe through the casing with casing insulators and end seals and filling the annular space with grout, as well as provisions for not over pressurizing during the grouting of the annular space in order not to collapse the carrier pipe. All work shall conform to Contracting Officer approved method.

1.3.6.2 Measurement

Measurement will be based on the number of linear feet of 54-inch diameter casing along the horizontal stationing for completed and accepted work.

1.3.6.3 Unit of Measure

Unit of measure: linear foot

01 22 00-5

1.3.7 Item 0007

1.3.7.1 Description

provide 54-inch steel casing (1/2 inch thick wall) by the open cut method as shown in the drawings. Work includes all costs associated with excavations of the bore entry and exist pits, providing the equipment to install the casing, all field welding of the casing pipe with two full passes, one at the interior side and one at the exterior side of all joints, all pressure grouting operations to fill voids around the exterior side of the casing, trench safety of the entry and exit pits, including shoring the face of the entry and exit pits adjacent to County right-of-way, coordination with County and El Paso County Water Improvement District # 1, and all incidentals related to completing the casing as intended by the drawings. Include installation of the 36 inch diameter carrier pipe through the casing with casing insulators and end seals and filling the annular space with grout, as well as provisions for not over pressurizing during the grouting of the annular space in order not to collapse the carrier pipe All work shall conform to Contracting Officer approved method.

1.3.7.2 Measurement

Measurement will be based on the number of linear feet of 54-inch diameter casing along the horizontal stationing for completed and accepted work.

1.3.7.3 Units of Measure

Unit of measure: linear foot

1.3.8 Item 0008, 1006

1.3.8.1 Payment

provide a 6-inch Combination Air/Vacuum Valve and Manhole including valve and all fittings, supports, manhole, vent piping, gravel fill, and all appurtenances for a complete installation of new work in accordance with the drawings.

1.3.8.2 Measurement

Measurement will be based on the number of air valves with manholes for completed and accepted work.

1.3.8.3 Unit of Measure

Unit of measure: each.

1.3.9 Item 0009, 1007

1.3.9.1 Payment

provide a 6-inch blow-off valve, including fittings, supports, extension

01 22 00-6 stem, manhole, spacer rings, ring and cover at manhole, all appurtenances and equipment needed for installation in accordance with the drawings.

1.3.9.2 Measurement

Measurement will be based on the number of blow-off valves with manholes for completed and accepted work.

1.3.9.3 Unit of Measure

1.3.10 Item 0010, 1008

1.3.10.1 Payment

provide a 36 inch butterfly valve with manhole, all appurtenances, 3 inch gate valves and piping, tie-in of 3 inch valves from one side of the 36 inch line to the other, all supports, valve stem, operator nut, gravel, concrete collar, concrete, and preparation of trench for installation of valve and manhole as indicated in the drawings.

1.3.10.2 Measurement

Measurement will be based on the number of 36-inch butterfly valves with manhole and appurtenances for completed and accepted work.

1.3.10.3 Unit of Measure

1.3.11 Item 0011, 1009

1.3.11.1 Payment

Payment will be made for costs associated with the water line corrosion protection, depending on the pipe material the Contractor selects, corrosion protection to varying degrees will be required. The Contractor shall furnish and install the corrosion protection, joint bonding, CP monitoring stations, testing of electrical continuity of the water line, and verification of proper function of all test stations.

1.3.11.2 Unit of Measure

Unit of measure: job.

1.3.12 Item No. 0012, 1010

1.3.12.1 Payment

remove and dispose of the road pavement half section (centerline to shoulder) above new pipe alignment. Removal and disposal of pavement, base

01 22 00-7 material and subgrade. Maintain clean saw cut edges in continuous alignments to maintain straight lines.

1.3.12.2 Measurement

Measurement will be based on the number of square yards of pavement removed.

1.3.12.3 Unit of Measure

Unit of measure: square yard

1.3.13 Item No. 0013, 1011

1.3.13.1 Payment

Payment will be made for costs associated with operations necessary to provide tack coat and new 2 inch HMAC for road half section (centerline to shoulder) above new pipe alignment. Work includes survey, furnish and install of all pavement markings, and signage. Match existing thickness and grades and all compaction and incidentals to complete the work to conform to the drawings. The width of the new constructed street shall not exceed 12 feet.

1.3.13.2 Measurement

Measurement will be based on the number of square yards of 2 inch HMAC for completed and accepted work.

1.3.13.3 Unit of Measure

1.3.14 Item No. 0014, 1012

1.3.14.1 Payment

Payment will be made for costs associated with operations necessary for procuring, processing, compacting, and otherwise furnishing, hauling, handling, placing and maintaining the 8 inch aggregate base course as shown on the contract drawings and as specified in accordance with Section 32 11 16 BASE COURSE. Includes all equipment to furnish and install subgrade, all new base course material, 5-feet street shoulders, survey, match existing thickness and grades and all compaction and incidentals to complete the work to conform to the drawings.

1.3.14.2 Measurement

Measurement will be based on the square yards of 8-inch depth base course in place and accepted.

1.3.14.3 Unit of Measure

01 22 00-8

1.3.15 Item No. 0015, 1013

1.3.15.1 Payment

Payment will be made for all costs associated with operations necessary to mill, remove and dispose of existing 2-inch pavement and provide new 2 inch HMAC as called for in the plans. Maintain clean saw cut edges in continuous alignments to maintain straight lines. Provide all equipment to furnish and install tack coat and new 2 inch HMAC, survey, furnish and install all pavement markings, signage, match existing thickness and grades and all compaction and incidentals to complete the work to conform to the drawings. The width of the new constructed street shall not exceed 12 feet.

1.3.15.2 Measurement

Measurement will be based on the number of square yards of HMAC milled, removed, disposed of and new 2 inch HMAC for in place and accepted work.

1.3.15.3 Unit of Measure

1.3.16 Item 0016

1.3.16.1 Payment

Payment will be made for costs associated with operations to place 2-sack flowable fill material to fill the existing abandoned segment of 36 inch water line at STA 1+00 (Borderland Rd) and STA 22+63.48 to plug the ends of the 36 inch water line that remains abandoned in the ground. Provide cutting and plugging at each designated end with brick and mortar, removing all ruble and pieces of removed pipe from the site, as well as potential water line dewatering and handling of that water so as not to create a nuisance. Include all equipment, labor and material to effectively fill the existing line ends as required by El Paso Water, including coordination with County of El Paso for all activities within County of El Paso right-of-way.

1.3.16.2 Measurement

Measurement will be based on the number of cubic yards of 2 sack flowable fill for completed and accepted work.

1.3.16.3 Units of Measure

Unit of measure: cubic yard

1.3.17 Item 1002

1.3.17.1 Payment

Payment will be made for costs associated with operations for the tie in at Sta 123+80 to existing 16-inch PVC main, including 36 by 16 inch tee, and valve.

01 22 00-9

1.3.17.2 Unit of Measure

1.3.18 Item 1003

1.3.18.1 Payment

Payment will be made for costs associated with operations for the tie-In at Sta 153+81 from 36-inch to 24-inch Water Mains including cut and plug existing line, reducer, bend and all other fittings, appurtenances, and incidentals.

1.3.18.2 Unit of Measure

1.3.19 Item No. 20010017, 1014

1.3.19.1 Payment

Payment will be made for all the costs associated with the Diversion and Care of Water, Complete as specified and in accordance with Section

01 56 50 DIVERSION AND CARE OF WATER.

1.3.19.2 Unit of Measure

1.3.20 Item 20020018, 1015

1.3.20.1 Payment

Payment will be made for all the costs associated with the Videotape of Project Corridor. Prior to the start of construction and after final site cleanup, two occasions, in the presence of the Contracting Officer, Contractor shall walk the project route to videotape all applicable pre-construction conditions of the water line corridor to document existing conditions. At post construction, after final site cleanup, walk the route in the presence of the Contracting Officer to video tape the water line corridor in similar fashion to the initial videotaping of the project.

Provide two copies of both videotapes to the Contracting Officer.

1.3.20.2 Measurement

Measurement will be processed on a linear foot basis for the work completed.

1.3.20.3 Unit of Measure

Unit of Measure: linear foot

01 22 00-10

1.3.21 Item 20030019, 1016

1.3.21.1 Payment

Payment will be made for costs associated with the Preparation of the Texas Pollutant Discharge Elimination System (TPDES) and Implementation of TPDES.

The Contractor shall develop and implement the TPDES requirement including but not limited to the storm water pollution prevention plan (SWP3) according to the provisions of the TPDES permit requirements that covers the entire project site, approval from city departments of the plan, displaying the plan/permit requirements at the job site, installation and maintenance of best management practices (BMP) prior to commencing construction activities. Payment for this item shall be made at the stated single job price for the development and the implementation of the TPDES during construction.

1.3.21.2 Unit of Measure

Unit of Measure: job

1.3.22 Item No. 20040020, 1017

1.3.22.1 Payment

Payment will be made for costs associated with Detours and Traffic Control, Complete in accordance with Section 01 57 00 TRAFFIC CONTROL and applicable specifications and contract drawings. Work shall include Contractor's coordination with applicable governing agencies as identified herein, as well as in the drawings. Prepare project wide traffic control plans in conformance with the Texas Manual on Uniform Traffic Control Devices for Streets and Highways, latest edition, when preparing the TCP for the entire water line alignment from start to finish, as well as all work associated with work activities to occur inside of and the crossing of City of El Paso and County right-of-way. Coordinate with County for approval of and the setup and acceptance of the TCP within County right-of-way. All TCP's shall be approved by the governing agency prior to starting construction including the City of El Paso, and the County of El Paso. Maintain all traffic control devices for the duration of their use on the project as needed, including devices with flashers for nighttime use.

1.3.22.2 Unit of Measure

1.3.23 Item No. 20050021, 1018

1.3.23.1 Payment

Payment will be made for costs for Bond Premium and All Other Work Not Separately Listed, Complete, associated with the required items to complete the work as shown on the drawings and as specified. ALL OTHER WORK NOT SEPARATELY LISTED shall not include Mobilization, Demobilization and Distributed Cost (for example Insurance, Quality Control, and/or Home Office Overhead, Field Overhead) related to other line items. Any

01 22 00-11 cost not appropriate to this Item shall be paid out during the life of the contract commensurate with earnings.

1.3.23.2 Unit of Measure

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

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