1.4.2
Payments
**************************************************************************
NOTE: Use the applicable paragraph from the two
choices below and delete the other.
**************************************************************************
1.4.2.1
Unit Price
The quantity of concrete measured as specified above will be paid for at
the contract unit price when placed in completed and accepted pavements.
Payment shall be made at the contract price for cubic meter yard for the
scheduled item, with necessary adjustments as specified in paragraph
ACCEPTABILITY OF WORK AND PAYMENT ADJUSTMENTS. Payment will constitute
full compensation for furnishing all materials, equipment, plant and tools,
and for all labor and other incidentals necessary to complete the concrete
pavement, except for other items specified herein for separate payment.
1.4.2.2
Lump Sum
The quantity of concrete will be paid for and included in the lump-sum
contract price. If less than 100 percent payment is due based on the pay
factors stipulated in paragraph: ACCEPTABILITY OF WORK AND PAYMENT
ADJUSTMENTS, a unit price of [_____] per cubic meter yard shall be used for
purposes of calculating the payment reduction.
1.5
ACCEPTABILITY OF WORK AND PAYMENT ADJUSTMENTS
1.5.1
Pavement Lots
**************************************************************************
NOTE: The lot size can be specified on the basis of
time or volume of production. Normally, it is most
practical for construction oversight if a lot is
made equal to one shift, but not over 10 hours. If
the lot size is based on the amount of production,
it should be selected to be approximately equal to
the amount of concrete pavement produced in one
shift (one day) of operation. The lot size should
never exceed 750 cubic meters (1000 cu. yd.) of
concrete pavement. When the total job does not
exceed 750 cubic meters (1000 cu. yd.), the lot size
becomes the total job. The following paragraphs
will be edited accordingly. Do not change
terminology (computed percent payment, actual
percent payment, etc.).
**************************************************************************
A lot will be that quantity of construction that will be evaluated for
acceptance with specification requirements. A lot will be equal to one
shift of production not to exceed 750 cubic meters 1000 cubic yards. In
order to evaluate thickness, each lot will be divided into four equal
sublots. Grade determinations will be made on the lot as a whole. Surface
smoothness determinations will be made on every 0.1 km 0.1 mile segment in
each lot. Location of all samples shall be selected on a random basis in
accordance with ASTM D 3665. When operational conditions cause a lot to be
terminated before the specified four sublots have been completed, the
following procedure shall be used to adjust the lot size and number of
SECTION 02753
Page 13
Previous Page
