USACE / NAVFAC / AFCESA / NASA UFGS-01 22 00.00 10 (April 2006)
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Preparing Activity: USACE (CW) Replacing without change
UFGS-01270A (February 1994)
UNIFIED FACILITIES GUIDE SPECIFICATIONS
References are in agreement with UMRL dated January 2009
SECTION 01 22 00.00 10
MEASUREMENT AND PAYMENT
04/06
NOTE: This guide specification provides an example of the appropriate form
to be used in developing a project specification covering lump sum schedule
payment items and unit price schedule payment items. This section is recommended
to be included in all Civil Works projects. Parts of this section are shown
for illustration purposes only and the section must be extensively edited to
fit the job.
Edit this guide specification for project specific requirements by adding, deleting,
or revising text. For bracketed items, choose applicable items(s) or insert
appropriate information.
Remove information and requirements not required in respective project, whether
or not brackets are present.
Comments and suggestions on this guide specification are welcome and should
be directed to the technical proponent of the specification. A listing of technical
proponents, including their organization designation and telephone number, is
on the Internet.
Recommended changes to a UFGS should be submitted as a Criteria Change Request
(CCR).
PART 1 GENERAL
1.1 REFERENCES
NOTE: This paragraph is used to list the publications cited in the text of
the guide specification. The publications are referred to in the text by basic
designation only and listed in this paragraph by organization, designation,
date, and title.
Use the Reference Wizard's Check Reference feature when you add a RID outside
of the Section's Reference Article to automatically place the reference in the
Reference Article. Also use the Reference Wizard's Check Reference feature
to update the issue dates.
References not used in the text will automatically be deleted from this section
of the project specification when you choose to reconcile references in the
publish print process.
The publications listed below form a part of this specification to the extent referenced. The publications are
referred to within the text by the basic designation only.
[ASTM INTERNATIONAL (ASTM)ASTM A 615/A 615M(2008b) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementASTM C 127(2007) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse AggregateASTM C 128(2007a) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine AggregateASTM D 1250(2007) Standard Guide for Use of the Petroleum Measurement Tables]1.2 SUBMITTALS
NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL
PROCEDURES and edit the following list to reflect only the submittals required
for the project. Submittals should be kept to the minimum required for adequate
quality control.
A “G” following a submittal item indicates that the submittal requires Government
approval. Some submittals are already marked with a “G”. Only delete an existing
“G” if the submittal item is not complex and can be reviewed through the Contractor’s
Quality Control system. Only add a “G” if the submittal is sufficiently important
or complex in context of the project.
For submittals requiring Government approval on Army projects, a code of up
to three characters within the submittal tags may be used following the "G"
designation to indicate the approving authority. Codes for Army projects using
the Resident Management System (RMS) are: "AE" for Architect-Engineer; "DO"
for District Office (Engineering Division or other organization in the District
Office); "AO" for Area Office; "RO" for Resident Office; and "PO" for Project
Office. Codes following the "G" typically are not used for Navy, Air Force,
and NASA projects.
Choose the first bracketed item for Navy, Air Force and NASA projects, or choose
the second bracketed item for Army projects.
Government approval is required for submittals with a "G" designation; submittals not having a "G" designation
are for [Contractor Quality Control approval.][information only. When used, a designation following the "G"
designation identifies the office that will review the submittal for the Government.] The following shall be
submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-03 Product Data
Weight Certificates
Submit certified weight certificates for M 90 R 200 Riprap.
1.3 LUMP SUM PAYMENT ITEMS
NOTE: The number and identification of lump sum payment items is primarily
a Construction Division concern. Generally, it is better to keep the number
of lump sum payment items to a minimum. The description of the work included
in a payment item is unique for each job and must be developed for each construction
contract.
Payment items for the work of this contract for which contract lump sum payments will be made are listed in the
BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be
included in a particular lump sum or unit price payment item, 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.
1.3.1 Mobilization and Demobilization
NOTE: If mobilization and demobilization costs are expected to be a minor cost
under the contract, this clause and payment item should be deleted.
1.3.1.1 Payment
Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause
PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.
1.3.1.2 Unit of Measure
Unit of measure: lump sum.
1.3.2 Structure No. 1
1.3.2.1 Payment
Payment will be made for costs associated with operations necessary for construction of the structure at Station
XX+XX.
1.3.2.2 Unit of Measure
Unit of measure: lump sum.
1.3.3 Structure No. 2
1.3.3.1 Payment
Payment will be made for costs associated with operations necessary for construction of the structure at Station
YY+YY.
1.3.3.2 Unit of Measure
Unit of measure: lump sum.
1.4 UNIT PRICE PAYMENT ITEMS
NOTE: Unit price payment items should be used only where appropriate under
the guidance of Federal Acquisition Regulation (FAR) Part 36 - Construction
and Architect-Engineer Contracts paragraph 36.207.
The Unit Price payment items shown below are for illustration purposes only.
Unit price payment item language must be written specifically for each job.
Unit price payment item language appropriate for inclusion below is contained
in guide specification sections and must be moved to this section to develop
the pay items for the project.
Payment items for the work of this contract on which the contract unit price payments will be made are listed
in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed 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 each of the unit price items.
1.4.1 Excavation
NOTE: Since there is no UFGS Guide Specification for Civil Works "Excavation",
this example was taken from a job specification.
1.4.1.1 Payment
Payment will be made for costs associated with excavation for the channel and for the structure, which includes
performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s)
and disposition of excess excavated material and unsuitable and frozen materials.
1.4.1.2 Measurement
The total quantity of excavated material for which payment will be made will be the theoretical quantity between
the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated.
No allowance will be made for overdepth excavation or for the removal of any material outside the required slope
lines unless authorized.
1.4.1.3 Unit of Measure
Unit of measure: cubic meter yard.
1.4.2 M 90R 200 Riprap
NOTE: This example was taken from Section 35 31 19 STONE, CHANNEL, SHORELINE/COASTAL
PROTECTION FOR STRUCTURES.
1.4.2.1 Payment
Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing,
and constructing the stone protection as specified.
1.4.2.2 Measurement
Riprap will be measured for payment by the ton (metric) (2,000 pounds) by weighing each truckload to the nearest
0.1 ton, and the final quantity of [each truckload] [the whole sum] will be rounded to the nearest whole ton.
The riprap will be measured for payment by being weighed on approved scales before being placed in the work.
Quarry weights will not be accepted. Scales shall be of sufficient length to permit simultaneous weighing all
axle loads and shall be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout
the range of the scales. The scales, located at the site of the work, shall be certified as to accuracy by an
acceptable scales company representative prior to weighing any riprap. Scales will be checked and certified
before riprap hauling and rechecked and recertified whenever a variance is suspected. The Contractor shall furnish
the scales. If commercial scales are readily available in close proximity 15 kilometers 10 miles of site of
work, the Contracting Officer may approve the use of the scales. The riprap shall be weighed in the presence
of the Government representative. The Contracting Officer may elect to accept certified weight certificates
furnished by a public weighmaster in lieu of scale weights at the jobsite.
1.4.2.3 Unit of Measure
Unit of measure: ton (metric) (2,000 pounds).
1.4.3 Deformed Steel Bars for Concrete Reinforcement
NOTE: This example was taken from Section 03 20 02 STEEL BARS AND WELDED WIRE
FABRIC FOR CONCRETE.
1.4.3.1 Payment
Payment will be made for costs associated with furnishing, transporting, delivering, and placing deformed steel
bars for concrete reinforcement, which includes steel in laps as indicated or as required. No payment will be
made for the additional steel in laps which are authorized for the convenience of the Contractor. No separate
payment will be made for accessories and payment shall be included in the contract unit price for the items of
work to which the accessories are incidental.
1.4.3.2 Measurement
The measured lengths of deformed steel bars for concrete reinforcement will be converted to weights for the size
of bars listed by the use of the nominal weights per lineal meter foot specified in ASTM A 615/A 615M.
1.4.3.3 Unit of Measure
Unit of measure: per kilogram pound in place.
1.4.4 Bituminous Base Course
NOTE: Paragraph UNIT PRICES of Section 32 11 26 BITUMINOUS BASE COURSE was
edited to develop this example.
1.4.4.1 Payment
Payment will be made for costs associated with bituminous base course, which includes preparing and reconditioning
the underlying layer, and other incidentals necessary to complete the work required by Section 32 11 26 BITUMINOUS
BASE COURSE. No payment will be made for defective areas until corrected.
1.4.4.2 Measurement
Bituminous Base Course will be measured for payment based upon the number of tons (metric) (2,000 pounds) of
bituminous mixture used in the accepted work. Bituminous mixture shall be weighed after mixing, and no deductions
will be made for the weight of bituminous material incorporated in the mix. Quantities of paving mixtures called
for in bid schedule are based on aggregates having a specific gravity of 2.65 as determined according to apparent
specific gravity paragraphs in ASTM C 127 and ASTM C 128. Correction in the tonnage of bituminous base course
mixtures shall be made to compensate for the difference in the tonnage of mixtures used in the project, when
specific gravities of aggregates used are more than 2.70 and less than 2.60. The tonnage paid for shall be the
number of tons used, proportionately corrected for specific gravities using 2.65 as the base correctional factor.
1.4.4.3 Unit of Measure
Unit of measure: ton (metric) (2,000 pounds).
1.4.5 Bituminous Materials
NOTE: Paragraph UNIT PRICES of Section 32 11 26 BITUMINOUS BASE COURSE was
edited to develop this example.
1.4.5.1 Payment
Payment will be made for costs associated with bituminous materials.
1.4.5.2 Measurement
Bituminous materials will be measured for payment based upon the number of [liters gallons of the material used
in the accepted work, corrected to [_____] liters gallons at 15 degrees C 60 degrees F in accordance with ASTM D 1250
.][tons (metric) 2,000 pounds of the material used in the accepted work.]
1.4.5.3 Unit of Measure
Unit of measure: [liters gallons][ tons (metric) (2,000 pounds)].
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION (Not Applicable)