SECTION 01025 - MEASUREMENT AND PAYMENT
2.24
3.1
3.2
3.2
B.
Geotextile Reinforcement installed without the direction and approval of the ENGINEER shall not be measured for payment.
C.
Payment for Geotextile Reinforcement under the Base Bid shall be made at the Unit Price named in the Bid Schedule under Pay Item No. 2714.1, which payment shall constitute full compensation for all WORK described in Section 02714 – Geotextile Reinforcement, as shown on the plans and as directed by the ENGINEER.
HIGH MAST LIGHTING SUPPORT PILE (Pay Item No. 2896.1) PRICE BASED ON QUANTITY, EACH A.
High Mast Lighting Support Pile shall be measured per each, complete, including all earthwork, geotextile reinforcement, pile, pile driving, shoes, welding and plates covers in accordance with the requirements of the Contract Documents.
B.
Payment for High Mast Lighting Support Pile shall be made at the Unit Price named in the Base Bid under Pay Item No. 2896.1, which payment shall constitute full compensation for all WORK described in Section 02896 – High Mast Lighting Support Pile, as shown in the plans and as directed by the ENGINEER.
CONCRETE AREA DRAIN (Pay Item No. 3302.1) PRICE BASED ON QUANTITY, EACH A.
Concrete Area Drain shall be measured per each, including all reinforcement, final grading, complete in place and in conformance with the Contract Documents.
B.
Payment for Concrete Area Drain under the Base Bid shall be made at the Unit Price named in the Bid Schedule under Pay Item No. 3302.1, which payment shall constitute full compensation for all WORK described in Section 03302 – Minor Concrete Structures, as shown in the plans and as directed by the ENGINEER.
4-INCH THICK, CONCRETE SIDEWALK (Pay Item No. 3303.1) PRICE BASED ON LUMP SUM A.
Measurement for 4-Inch Thick, Concrete Sidewalk shall be based upon the completion of the entire WORK as a Lump Sum Pay Unit, complete in place including preparation of base, all concrete, reinforcement, hardware, control joints, expansion joints, and all other appurtenances all in accordance with the requirements of the Contract Documents and as shown on the plans.
B.
Payment for 4-Inch Thick, Concrete Sidewalk under Base Bid shall be made at the Unit Price named in the Bid Schedule under Pay Item No. 3303.1, which payment shall constitute full payment for all WORK described in Section 03303 – Sidewalk, Curb and Gutter, as shown on the plans and as described by the ENGINEER
12-INCH THICK, CONCRETE SIDEWALK (Pay Item No. 3303.2) PRICE BASED ON LUMP SUM A.
Measurement for 12-Inch Thick, Concrete Sidewalk shall be based upon the completion of the entire WORK as a Lump Sum Pay Unit, complete in place including preparation of base, all concrete, reinforcement, hardware, control joints, expansion joints, and all other appurtenances all in accordance with the requirements of the Contract Documents and as
WRANGELL MARINE SERVICE CENTER PHASE 3
MEASUREMENT AND PAYMENT Page 01025-8