9−77 All level runs, traverses, or GPS control su rveys, shall start and end from known control. Complete all control surveys in accordance with “Procedural and Technical Standards for the Practice of Land Surveying in the State of Rhode Island and Providence Plantations”.
934.04 METHOD OF MEASUREMENT. The field control and construction layout work is deemed
incidental to the contract and will not be measur ed for payment. The incident al survey and survey- related work shall include, but not be limited to, all on-site field work as well as on-site and off-site office work such as calculations, sketches, drawings, tabulations, correspondence, research and any other tasks required to complete the work to the satisfaction of the Engineer. Re-work, including re-staking, performed for any and all reasons, is deemed incidental and will not be measured for payment.
a.Measurement for Extra Work. Survey work performed outside the scope of the original contract at the direction of the Engineer will be deemed Extra Work, and will be documented and paid for on a Force Account basis as set forth in Subsection 934.05.
934.05 BASIS OF PAYMENT. The field control and construction layout work will not be paid for
separately, but shall be included in the bid for the items of work to which the layout is incidental, including all labor, materials and equipment, transportation of crews, surveying supplies and all incidentals required to finish the work, complete and accepted by the Engineer.
a.Payment for Extra Work. When the Engineer determines that extra construction surveying beyond the scope of the original contract is required, such work will be paid for on a Force Account basis as set forth in Subsection 109.04, Differing Site Conditions, Changes, Extra Work and Force Account Work ; Para. a (4) of these Specifications.
935.01 DESCRIPTION. This work consists of the removal of bituminous material using micro-
milling to a depth specified on the Plans or as dire cted by the Engineer, all in accordance with these Specifications.
935.02 MATERIALS. Not applicable.
935.03 Construction Methods.
935.03.1 Equipment. The milling equipment for removing the bituminous pavement shall be
designed specifically for grinding asphalt surfaces to close tolerances and shall be operated at a rate that will avoid tearing and gouging of the pavement surface. The equipment shall be capable of accurately establishing profile grades and cross slopes, and shall have a positive means for preventing any dust resulting from the operation from escaping into the air. An averaging ski not less than 25 feet in length shall be utilized with the pavement removal equipment on all limited-access highways and on other types of highways w hen indicated in the Contract Documents.
Source: Rhode Island Standard Specifications (Bluebook), 2024 Edition. Pages 609–609 of 826.