W912PP19B0005_AMENDMENT_0001.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.

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.

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: Alamogordo Flood Control Project, McKinley Channel Phase VIII, Otero County, New Mexico.

1. This is Amendment No. 0001 to Solicitation No. W912PP19B0005. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

6200 JEFFERSON STREET N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

J

W912PP19B0005

1 2

11/16/2018

11/09/2018

W912PP19B0005

AMENDMENT No. 0001

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

Table of Contents, Page ii Table of Contents, Page ii Bidding Schedule, Entire Section Bidding Schedule, Entire Section Section 00 73 00, Page 63 Section 00 73 00, Page 63 Section 01 22 00, Entire Section Section 01 22 00, Entire Section

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

Solicitation No. W912PP19B0005

AMENDMENT 0001

ii

01 53 00 TEMPORARY FENCING

01 56 50 DIVERSION AND CARE OF WATER

01 57 00 TRAFFIC CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 58 50 STAGING AREAS

01 62 35 RECYCLED / RECOVERED MATERIALS

01 72 00 AS-BUILT DRAWINGS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCMING

03 31 01.01 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS HAFB AND

TULAROSA BASIN

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

BIDDING SCHEDULE

(To be attached to SF 1442)

BASE BID NO. 1: McKinley Basin to Washington Ave.

Item Estimated Unit No. Description Quantity Unit Price Amount

0001 McKinley Basin, McKinley

Channel from McKinley Basin to Washington Ave:

including Concrete Channel Work, Spillway, Concrete Rundowns, Access Ramps, Handicap Ramp, Curb Inlet, Manhole, 24" Dia CMP, 36" Dia. RCP, 24" Dia. PVC, Flap Gates, Access Gates, Bollards, Sidewalk, Complete, Complete

15,600 CY

0002 Prefabricated Pedestrian

Bridge, Complete

3 JOB *** $

0003 Demolition, Complete 1 JOB *** $

0004 Detours and Traffic

Control, Complete

1 JOB *** $

0005 Excavation (Unclassified), Complete 129,020 C.Y. $_________ $

0006 Clearing and Grubbing, 35 AC $_________ $

0007 Random Fill, Complete 72,925 C.Y. $_________ $

0008 Handrail and Chain Link

Fence, Complete 2300 L.F. $_________ $

0009 6’ Chain Link Fence, 3850 L.F. $_________ $______________

0010 Geotextile, Complete 470,350 S.F. $_________ $

Page 3a of 67

AMENDMENT 0001

BASE BID NO. 1: McKinley Basin to Washington Ave. (Cont’d.)

Item Estimated Unit No. Description Quantity Unit Price Amount

0011 Seeding, Complete 11 AC. $_________ $

0012 Riprap, Type III, Complete 5000 C.Y. $_________ $

0013 Riprap, Type VIII, 18,850 C.Y. $_________ $

0014 Dumped Rock, Complete 1630 C.Y. $_________ $

0015 Aggregate Base Course, 1820 C.Y. $_________ $

0016 North Ditch, Complete 1 JOB *** $

0017 South Ditch, Complete 1 JOB *** $

0018 Existing Utility Relocations from McKinley Basin to First Street (Water and Sewer), 0019 Diversion and Care of Water, Complete

0020 Utility Relocation, 1 JOB *** $

00210 Bond Premium, Bedding Material, Grouted Dumped Rock, Handicap Ramp, Curb Inlet, Manhole, 24" Dia CMP, 36" Dia. RCP, 24" Dia. PVC, Flap Gates, Access Gates, Bollards, Sidewalk, and All Other Work Not Separately Listed, Complete

TOTAL AMOUNT BASE BID $

Page 3b of 67

BID OPTION NO. 1: Washington Ave to Cuba Ave.

No. Description Quantity Unit Price Amount 00221 McKinley Channel from

Washington Ave to Cuba Ave., Including Concrete Channel Work, Access Ramp, Access Gate, Storm Drain Inlets, Storm Drain, 2,250

CY

00232 Demolition, Complete 1 JOB *** $

00243 Detours and Traffic

00254 Excavation (Unclassified), 11,775 C.Y. $_________ $

00265 Clearing and Grubbing,

3.65 AC. $_________ $

00276 Random Fill, Complete 2460 C.Y. $_________ $

00287 Handrail and Chain Link

375 L.F. $_________ $

00298 Aggregate Base Course, 250 C.Y. $_________ $

00302

Riprap, Type III, Complete 370 C.Y. $_________ $_______________

00310 Geotextile, Complete 88,260 S.F. $_________ $_______________

00321 Seeding, Complete 1.1 AC. $_________ $_______________

00332 Diversion and Care of

1 JOB *** $________________

Page 3c of 67

AMENDMENT 0001

BID OPTION NO. 1: Washington Ave to Cuba Ave. (cont.)

Item Estimated Unit No. Description Quantity Unit Price Amount

00343 Bond Premium, Access Gate, Storm Drain Inlets, Storm Drain and All Other Work Not Separately Listed, Complete

1 JOB *** $

TOTAL ESTIMATED AMOUNT BASE BID OPTION NO. 1 $

BID OPTION NO. 2: McKinley Channel from Cuba Ave to First St.

No. Description Quantity Unit Price Amount

00354 McKinley Channel from Cuba

Ave to First St, Including Concrete Channel Work, Access Ramp, Access Gate, Curb and Gutter, Complete

1,125

CY

00365 Demolition, Complete 1 JOB *** $

00376 Detours and Traffic

00387 Excavation (Unclassified), 7720 C.Y. $_________ $

00398 Clearing and Grubbing, 2 AC. $_________ $

004039 Random Fill, Complete 9650 C.Y. $_________ $

00410 Handrail and Chain Link

1620 L.F. $_________ $

00421 Seeding, Complete .6 AC. $_________ $_______________

00432 Aggregate Base Course, 610 C.Y. $_________ $_______________

Page 3d of 67

BID OPTION NO. 2: McKinley Channel from Cuba Ave to First St. (cont.)

No. Description Quantity Unit Price Amount

00443 Geotextile, Complete 13,450 S.F. $__________ $_______________

00454 Diversion and Care of

00465 Bond Premium, Access Gate, Curb and Gutter and All Other Work Not Separately Listed, Complete

TOTAL ESTIMATED AMOUNT BID OPTION NO. 2 $

RECAPITULATION

1. TOTAL ESTIMATED AMOUNT - BASE BID, NO. 1 $

2. TOTAL AMOUNT - BID OPTION NO. 1 $

3. TOTAL AMOUNT - BID OPTION NO. 2 $

4. TOTAL AMOUNT - BASE BID No. 1 AND BID OPTIONS NO. 1 and 2 $

NOTES:

1. Award of all bid items will be made to one bidder. Bidders must bid on all items.

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 90 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 00 73

00, SUPPLEMENTARY CONDITIONS, COMMENCEMENT; PROSECUTION AND COMPLETION OF WORK.

Page 3e of 67

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).

4. ARITHMETIC DISCREPANCIES:

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

(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, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

(c) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

5. 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.

6. 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.

Page 3f of 67

7. ACCRUALS. In accordance with USACE Engineer Financial Regulation (ER) 37- 1-30, and other applicable Federal and DOD financial accounting standards, the Contractor must assist government personnel with providing reasonably accurate estimates of the value of goods and/or services rendered to the Government pursuant to this contract for each calendar month during which goods and services are delivered. Standard forms and instructions will be provided by the Government to assist with meeting this requirement. These monthly estimates, which facilitate timely entry of accruals, must be received by the Government on or before four (4) business days prior to each calendar month-end.

8. UNIT ABBREVIATIONS

EA. = EACH M. = METER

C.Y. = CUBIC YARD S.M. = SQUARE METER

L.F. = LINEAR FEET C.M. = CUBIC METER

S.F. = SQUARE FEET S.Y. = SQUARE YARD

C.F. = CUBIC FEET AC = ACRE

- END OF BIDDINGPROPOSAL SCHEDULE -

Amendment 0001

Section 00 73 00 - Supplementary Conditions

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (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 below.

The time stated for completion shall include final cleanup of the premises.

SCHEDULE

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

CLINs 0001-00210 McKinley

Basin to Washington Ave.

10 660 $1,997.00

BID OPTION NO. 1

(6) CLINs 00221 - 00343 Washington Ave to Cuba Ave.

If this bid option is exercised, an additional 210 calendar days will be added to the total Completion Time which includes the base bid and exercised bid options. [See Note 1 & 2]

BID OPTION NO. 2

(8) CLINs 00354-00465 McKinley Channel from Cuba Ave. to First St.

If this bid option is exercised, an additional 120 calendar days will be added to the total Completion Time which includes the base bid and exercised bid options. [See Note 1 & 2]

1. If both Bid Option No. 1 and Bid Option No. 2 are exercised, the Base Bid Completion Time will be increased an additional 330 calendar days for a total Completion Time of 990 calendar days.

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SECTION 01 22 00

MEASUREMENT AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL

The contract price for each item shall constitute full compensation for furnishing all plant, labor, materials, supplies, appurtenances, and incidentals and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings. The Contractor shall include layout of the work including surveying in each item except work performed under Contracting Officer directed equipment request work will allow for a separate item for surveying. 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 01, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work.

1.2 MEASUREMENT GUIDELINES

1.2.1 Job SumPayment Items

Items measured as a job sum will be measured for payment as a complete job in the locations indicated. This measurement includes all incidental work and materials such as fittings, fasteners, and essential materials that are necessary to make a complete job. Unless the payment item paragraph makes a specific exception of any item, the individual work features including essential or incidental items will not be measured under any other item even though there is another listing for the work or material on the Schedule.

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 PricingBidding Schedule.

1.3 PAYMENT ITEMS

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

1.3.1 Item No. 0003, 00232, 00365, "Demolition, Complete"

Payment will be made at the contract job sum price for costs associated with the item of work shown on the drawings and as specified in accordance with Section 02 41 00 DEMOLITION.

01 22 00 - 1

1.3.2 Item No. 0005, 00254, 00387, "Excavation (Unclassified), Complete"

1.3.2.1 Payment

Payment will be made at the contract unit price for the costs of all labor, equipment and materials needed for excavating, hauling, and stockpiling of all materials, excavation and disposal of undesirable material, as specified in accordance with Section 31 23 00.00 20 EXCAVATION AND FILL.

a. Topsoil Requirements

Conservation of existing topsoil including separate stripping/excavation, hauling, and spreading or piling of topsoil and related miscellaneous operations will be considered subsidiary obligations of the Contractor, covered under the contract unit price for unclassified excavation.

1.3.2.2 Measurement

a. General

A survey of the site of the required work will be made as specified in Section 00 73 00 SUPPLEMENTARY CONDITIONS prior to commencement of excavation work under this contract, and the surfaces determined by the survey will be used as a base reference for measuring excavated material.

Where unsuitable material is encountered in areas along excavation lines and grades, it shall be removed, disposed of by the Contractor with methods approved by the Contracting Officer, and payment will be made at the applicable unit price for excavation.

b. Excavation

Measurement of excavation will be made by computing the volume in cubic yards by the average end area method between the original or existing ground surface as determined by the initial survey and the finished slope lines and grades indicated on the drawings or the top of grade as determined by the Contracting Officer. This measurement will not include excavation which is included in job sum paypayment items.

1.3.3 Item No. 0006, 00265, 00398, "Clearing and Grubbing, Complete"

1.3.3.1 Payment

Payment will be made at the contract unit price for all the costs associated with the item of work as specified in accordance with Section

31 11 00 CLEARING AND GRUBBING.

1.3.3.2 Measurement

Measurement will be the volume in Acres of clearing and grubbing actually performed.

1.3.4 Item No. 0007, 00276, 004039, "Random Fill"

1.3.4.1 Payment

Payment will be made at the contract unit price for the costs associated with placing the fill in the work including preparation of the foundation, placement of fill material, the spreading, harrowing, sprinkling, 01 22 00 - 2 compacting, removal of objectionable material, laboratory soil testing and all other incidental work required for the construction, protection, and maintenance of the fill as shown on the drawings and as specified in accordance with Section 31 23 00.00 20 EXCAVATION AND FILL.

a. Payment for random fill under this item will be in addition to any other payment item for excavating and transporting of the material.

1.3.4.2 Measurement

Random fill will be measured in place as follows:

a. The volume between the foundation lines as determined on the basis of a survey made from excavation or the original or existing ground surface and accomplishment of foundation preparation except scarifying, and the lines, grades and slopes of the fill indicated on the drawings.

b. Measurement will be the volume in cubic yards based upon computations made from the above-described limit lines shown on the drawings, or as otherwise established by the Contracting Officer. This measurement will not include fill which is included in job sum pay items.

1.3.5 Item No. 0015, 00298, 00432, "Aggregate Base Course, Complete"

1.3.5.1 Payment

Payment will be made at the contract unit price for costs associated with procuring, processing, compacting, and otherwise furnishing, hauling, handling, placing and maintaining the aggregate base course as shown on the contract drawings and as specified in accordance with Section 32 11 23

AGGREGATE BASE COURSE.

1.3.5.2 Measurement

The quantity of compacted aggregate base course material to be paid for will be the volume in cubic yards computed from the area of placement and the aggregate thickness shown on the drawings. No payment will be made for excess thickness of aggregate layer nor for material required to replace underlying material lost by rain wash, wind erosion, or otherwise, except for additional aggregate material ordered in writing by the Contracting Officer.

1.3.6 Item No. 0008, 00287, 00410, "Handrail and Chain Link Fence, Complete"

1.3.6.1 Payment

Payment will be made at the contract unit price for costs associated with procuring, fabricating, painting and installing metal handrails or fencing as shown on the contract drawings and as specified in accordance with Section 05 50 15 CIVIL WORKS FABRICATIONS.

1.3.6.2 Measurement

The quantity of handrail or chain link fence will be measured for completed and accepted work in linear feet.

01 22 00 - 3

1.3.7 Item 0002, "Prefabricated Pedestrian Bridge, Complete"

1.3.7.1 Payment

Payment will be made at the contract unit price for costs associated with procuring, fabricating, painting and installing Prefabricated Pedestrian Bridge as shown on the contract drawings and as specified in accordance with Section 05 50 15 CIVIL WORKS FABRICATIONS.

1.3.7.2 Measurement

The quantity of Prefabricated Pedestrian Bridge will be measured for completed and accepted work per job.

1.3.8 Item No. 0009, "6' Chain Link Fence, Complete"

1.3.8.1 Payment

Payment will be made at the contract unit price for costs associated with procuring, fabricating, painting and installing fencing as shown on the contract drawings and as specified in accordance with Section 05 50 15

CIVIL WORKS FABRICATIONS.

1.3.8.2 Measurement

he quantity of chain link fence will be measured for completed and accepted work in linear feet.

1.3.9 Item 0011, 00321, 00421,"Seeding, Complete"

1.3.9.1 Payment

Payment will be made at the contract unit price for the costs associated with seeding, including preparation of the soil, spreading of the seeds, watering, removal of objectionable material, and all other incidental work required for the construction, protection of the seeding as shown on the drawings and as specified in accordance with Section 32 92 19 SEEDING.

a. Payment for seeding under this item will be in addition to any other payment item for transporting of the material.

1.3.9.2 Measurement

Seeding will be measured in place as follows:

a. The area disturbed by trenching, excavating and or any other disturbances due to construction as determined on the basis of the original ground surfaces indicated on the drawings.

b. Measurement will be in acres based upon computations made from the above-described limits and lines shown on the drawings, or as otherwise established by the Contracting Officer.

1.3.10 Item 0010, 00310, 00443 "Geotextile, Complete"

1.3.10.1 Payment

Payment will be made at the contract unit price to include the cost of materials, equipment, installation and placement, testing, and all other

01 22 00 - 4 costs associated with the geotextile fabric. No payment will be made under this item for geotextile fabric, as such, that is placed in features of work in which payment is made as a lump sumjob, unless the payment item specifies the associated fabric to be separately priced. Preparation for foundation, placement and other requirements are specified in accordance with Section 31 05 22 GEOTEXTILE USED AS FILTERS.

1.3.10.2 Measurement

The installed geotextile material will be measured in place to the nearest Square Foot as shown on the drawings. Allowance will be made for geotextile in anchor and/or drainage trenches but no allowance will be made for waste, overlaps, damaged materials, repairs, or materials used for the convenience of the Contractor.

1.3.11 Item No. 0020 "Utility Relocation, Complete"

1.3.11.1 Payment

Payment will be made at the contract job sum price listed. Price shall include the cost of all labor, materials, and the use of all equipment and tools required to complete the utility relocation work in accordance with Attachments from the City of Alamogordo.

1.3.11 Item 0020, "Bond Premium, Bedding Material, Grouted Dumped Rock, Handicap Ramp, Curb Inlet, Manhole, 24" Dia CMP, 36" Dia. RCP, 24" Dia. PVC, Flap Gates, Access Gates, Bollards, Sidewalk, and All Other Work Not Separately Listed, CompleteItem 0021, "Bedding Material, Complete"

1.3.11.1 Payment

Payment will be made at the contract unit price for all costs of furnishing, hauling, placement, and maintenance of the bedding layers until placement of the riprap cover is completed and accepted as shown on the drawings and as specified in accordance with Section 35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES. No payment will be made for excess thickness of bedding layers nor for material required to replace subgrade material lost by rain wash, wind erosion, or otherwise, except for additional bedding material ordered in writing by the Contracting Officer.

Payment will be made at the contract job price for costs associated with the required items in each lot 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 cost not appropriate to this Item shall be paid out during the life of the contract commensurate with earnings.

Payment for bedding material shall include all costs of furnishing, hauling, placement, and maintenance of the bedding layers until placement of the riprap cover is completed and accepted as shown on the drawings. No payment will be made for excess thickness of bedding layers nor for material required to replace subgrade material lost by rain wash, wind erosion, or otherwise, except for additional bedding material ordered in writing by the Contracting Officer. Payment for grouted dumped rock shall include costs of furnishing, hauling, handling, and placing riprap as shown on the drawings and as specified in accordance with SECTION 35 31 19.

01 22 00 - 5

1.3.11.2 Measurement

The quantity of bedding material to be paid for will be measured as the volume in cubic yards based upon computations made from the area in square yards, as measured in the field, of the surface on which the material is placed, by the thickness measured perpendicular to the surface of the bedding as dimensioned on the contract drawings. No additional payment will be made for excess thickness of bedding material as placed in the field.

1.3.12 Item 0012, 003029 "Riprap, Type III, Complete" and Item 0013 "Riprap, Type VIII, Complete"

1.3.12.1 Payment

Payment will be made at the contract unit price for costs of furnishing, hauling, handling, and placing riprap as shown on the drawings and as specified in accordance with Section 02270 STONE PROTECTION35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES.

1.3.12.2 Measurement

Riprap will be measured for payment as the volume in cubic yards based upon computations made from the area and the thickness of the riprap dimensions on the drawings.

1.3.13 Item 0014, "Dumped Rock, Complete"

1.3.13.1 Payment

Payment will be made at the contract unit price for costs of furnishing, hauling, handling, and placing riprap as shown on the drawings and as specified in accordance with SECTION 35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES.

1.3.13.2 Measurement

Riprap will be measured for payment as the volume in cubic yards based upon computations made from the area and the thickness of the riprap dimensions on the drawings.

1.3.14 Item 0021, "Grouted Dumped Rock, Complete

1.3.14.1 Payment

Payment will be made at the contract unit price for costs of furnishing, hauling, handling, and placing riprap as shown on the drawings and as specified in accordance with SECTION 35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES.

1.3.14.2 Measurement

Riprap will be measured for payment as the volume in cubic yards based upon computations made from the area and the thickness of the riprap dimensions on the drawings.

01 22 00 - 6

1.3.14 Item No. 0018, "Existing Utility Relocations from McKinley Basin to First Street, Complete"

1.3.14.1 Payment

Payment will be made at the contract job sum price listed. Price shall include the cost of all labor, materials, and the use of all equipment and tools required to complete the utility relocation work in accordance with Attachments from the City of Alamogordo.

1.3.15 Item No. 0001, "McKinley Basin, McKinley Channel from McKinley Basin to Washington Ave: including Concrete Channel Work, Spillway, Concrete Rundowns, Access Ramps, Complete."Item No. 0001, "McKinley Basin, McKinley Channel from McKinley Basin to Washington Ave: including Concrete Channel Work, Spillway, Concrete Rundowns, Access Ramps, Handicap Ramp, Curb Inlet, Manhole, 24" Dia CMP, 36" Dia. RCP, 24" Dia. PVC, Flap Gates, Access Gates, Bollards, Sidewalk, Complete."

1.3.15.1 Payment

Payment will be made at the contract job sumunit price listed. Price shall include the cost of all labor, materials, reinforcing steel, subgrade preparation for the structure, and the use of all equipment and tools required to complete the concrete work in accordance with Section 03 11

13.00 10 CAST-IN-PLACE CONCRETE FORMING, Section 03 20 00.00 10 CONCRETE REINFORCING, and Section 03 31 01.01 10 CAST-IN-PLACE STRUCTURAL CONCRETE

FOR CIVIL WORKS TULAROSA BASIN.

1.3.15.2 Measurement

The total quantity of concrete will be measured in cubic yards as indicated by the neat lines shown on the drawings. No measurement will be made for placing material outside the neat lines unless authorized. In place quality control and quality assurance measurements will be made along and perpendicular to the profile centerline for the width of the cross-section of the surface on which the concrete is placed.

1.3.16 Item No. 00221, "McKinley Channel from Washington Ave to Cuba Ave., Including Concrete Channel Work, Access Ramp, Access Gate, Storm Drain Inlets, Storm Drain, Complete"

1.3.16.1 Payment

Payment will be made at the contract job sumunit price listed. Price shall include the cost of all labor, materials, reinforcing steel, subgrade preparation for the structure, and the use of all equipment and tools required to complete the concrete work in accordance with Section 03 11

13.00 10 CAST-IN-PLACE CONCRETE FORMING, Section 03 20 00.00 10 CONCRETE REINFORCING, and Section 03 31 01.01 10 CAST-IN-PLACE STRUCTURAL CONCRETE

FOR CIVIL WORKS TULAROSA BASIN.

1.3.16.2 Measurement

The total quantity of concrete will be measured in cubic yards as indicated by the neat lines shown on the drawings. No measurement will be made for placing material outside the neat lines unless authorized. In place quality control and quality assurance measurements will be made along and perpendicular to the profile centerline for the width of the cross-section of the surface on which the concrete is placed.

01 22 00 - 7

1.3.17 Item No. 00354, "McKinley Channel from Cuba Ave to First St, Including Concrete Channel Work, Access Ramp, Access Gate, Curb and Gutter, Complete"

1.3.17.1 Payment

Payment will be made at the contract job sumunit price listed. Price shall include the cost of all labor, materials, reinforcing steel, subgrade preparation for the structure, and the use of all equipment and tools required to complete the concrete work in accordance with Section 03 11

13.00 10 CAST-IN-PLACE CONCRETE FORMING, Section 03 20 00.00 10 CONCRETE REINFORCING, and Section 03 31 01.01 10 CAST-IN-PLACE STRUCTURAL CONCRETE

FOR CIVIL WORKS TULAROSA BASIN.

1.3.17.2 Measurement

The total quantity of concrete will be measured in cubic yards as indicated by the neat lines shown on the drawings. No measurement will be made for placing material outside the neat lines unless authorized. In place quality control and quality assurance measurements will be made along and perpendicular to the profile centerline for the width of the cross-section of the surface on which the concrete is placed.

1.3.18 Item No. 0019, 00323, 00454, "Diversion and Care of Water, Complete"

1.3.18.1 Payment

Payment will be made at the contract job sum price for all the costs associated with the item of work as specified in accordance with Section

01 56 50 DIVERSION AND CARE OF WATER.

1.3.19 Item No. 0004, 00234, 00367, "Detours and Traffic Control, Complete"

1.3.19.1 Payment

Payment will be made at the contract job sum price for costs associated with the item of work in accordance with Section 01 57 00 TRAFFIC CONTROL.

1.3.20 Item No. 0016 "North Ditch, Complete" and Item No.0017, "South Ditch, Complete"

1.3.20.1 Payment

Payment will be made at the contract job sum price listed. Price shall include the cost of all labor, materials, reinforcing steel, subgrade preparation for the structure, and the use of all equipment and tools required to complete the concrete work in accordance with Section 03 11

13.00 10 CAST-IN-PLACE CONCRETE FORMING, Section 03 20 00.00 10 CONCRETE REINFORCING, and Section 03 31 01.01 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS TULAROSA BASIN. In addition, payment will be made at the contract unit price for the costs of all labor, equipment and materials needed for excavating, hauling, and stockpiling of all materials, excavation and disposal of undesirable material, as specified in accordance with Section 31 23 00.00 20 EXCAVATION AND FILL. Finally, Payment will be made at the contract unit price for costs of furnishing, hauling, handling, and placing riprap as shown on the drawings and as specified in accordance with SECTION 35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES.Payment will be made at the contract job price listed. Price

01 22 00 - 8 shall include the cost of all labor, materials, reinforcing steel, subgrade preparation for the structure, and the use of all equipment and tools required to complete the concrete work in accordance with Section 03 11

13.00 10 CAST-IN-PLACE CONCRETE FORMING, Section 03 20 00.00 10 CONCRETE REINFORCING, and Section 03 31 01.01 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS TULAROSA BASIN. Price shall also include the costs of all labor, equipment and materials needed for placing, excavating, hauling, and stockpiling of all materials, excavation and disposal of undesirable material, as specified in accordance with Section 31 23 00.00 20 EXCAVATION AND FILL. Finally, price shall include costs of furnishing, hauling, handling, and placing riprap as shown on the drawings and as specified in accordance with SECTION 35 31 19 STONE, CHANNEL, SHORELINE/COASTAL

PROTECTION FOR STRUCTURES.

1.3.21 Item No. 0033, "Bond Premium, Access Gate, Storm Drain Inlets, Storm Drain and All Other Work Not Separately Listed, Complete", Item No. 0045, "Bond Premium, Access Gate, Curb and Gutter and All Other Work Not Separately Listed, Complete"Item No. 0021, 0034, 0046, "Bond Premium and All Other Work Not Separately Listed, Complete"

1.3.21.1 Payment

Payment will be made at the contract job sum price for costs associated with the required items in each lot 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 cost not appropriate to this Item shall be paid out during the life of the contract commensurate with earnings.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

01 22 00 - 9