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 90 R 200 Riprap
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NOTE: This example was taken from UFGS-02380A
STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR
STRUCTURES.
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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
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NOTE: This example was taken from UFGS-03201 STEEL
BARS AND WELDED WIRE FABRIC FOR CONCRETE
REINFORCEMENT FOR CIVIL WORKS.
**************************************************************************
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
SECTION 01270A
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