Method of Measurement and Basis of Payment. Item 819.823 will be measured and paid at the Contract unit price per Each unit installed complete in place and accepted and which price shall include all shall include brackets, associated software, and all incidentals including all labor, materials, tools, equipment, and all incidental cost required to complete the work.
Method of Measurement and Basis of Payment. Items 817.10, 817.101, 817.11, 817.111, 817.12, 817.13, 817.40, and 817.41 will be measured and paid at the respective Contract bid price per Each, complete in place, which price shall include all labor, materials, equipment and all incidental costs required to complete the work. ITEM 817.60 SIGNAL MAST ARM 20 FEET - STEEL EACH ITEM 817.61 SIGNAL MAST ARM 25 FEET - STEEL EACH ITEM 817.62 SIGNAL MAST ARM 30 FEET - STEEL EACH ITEM 817.63 SIGNAL MAST ARM 35 FEET - STEEL EACH ITEM 817.64 SIGNAL MAST ARM 40 FEET - STEEL EACH ITEM 817.65 SIGNAL MAST ARM 45 FEET - STEEL EACH The work under these items shall conform to the relevant provisions of Section 815 of the Standard Specifications and the following: All mast arm poles and foundations shall be designed and conform to the current MassDOT Overhead Signal Structure and Foundation Standard Drawings. All mast arm poles shall be Type 2 galvanized steel monolevers with shoe bases. Light, Medium, or Heavy Loading Conditions will be determined by MassDOT’s personnel. Acceptance of Type 2 mast arm poles will be contingent upon review and approval of shop drawings submitted by the Contractor. The shop drawings shall include longhand design calculations, stamped by a Structural Engineer registered in the Commonwealth of Massachusetts. Signal Mast Arm Foundations shall be furnished and installed separately under Items 812.401 through 812.404. ITEM 817.80 SPAN WIRE ASSEMBLY FOOT ITEM 817.801 TETHER WIRE ASSEMBLY FOOT The work under these items shall conform to the relevant provisions of Section 815 of the Standard Specifications and the following: Under these items the Contractor shall furnish and install a span wire assembly or tether wire assembly in conformance with the Department’s Standard Drawings - Span Wire Assembly with Tether Wire. METHOD OF MEASUREMENT AND BASIS OF PAYMENT Items 817.80 and 817.801 will be paid per foot as measured from the inside of the strain pole to the inside of the opposite strain pole and shall include cable, clamps, S-hooks, fittings and turnbuckle hardware to provide a complete assembly. ITEM 818.111 SIGNAL HEAD, ONE SECTION-12 INCH RED LED EACH ITEM 818.112 SIGNAL HEAD, ONE SECTION-12 INCH YELLOW LED EACH ITEM 818.113 SIGNAL HEAD, ONE SECTION-12 INCH GREEN LED EACH ITEM 818.121 SIGNAL HEAD, ONE SECTION-12 INCH RED ARROW LED EACH ITEM 818.122 SIGNAL HEAD, ONE SECTION- EACH 12 INCH YELLOW ARROW LED ITEM 818.123 SIGNAL HEAD, ONE SECTION- EACH 12 INCH GREEN ARROW LED ITEM 818.131 SIGNAL HEA...
Method of Measurement and Basis of Payment. SEWER SYSTEM REHABILITATION BID ITEM NO. 1A INSTALL 8-INCH CURED-IN-PLACE PIPE LINER 1B INSTALL 10-INCH CURED-IN-PLACE PIPE LINER 1C INSTALL 12-INCH CURED-IN-PLACE PIPE LINER
Method of Measurement and Basis of Payment. Measurement and payment will be at the contract unit price per Lump Sum for ITEM 182.1
Method of Measurement and Basis of Payment. Item 812.30 will be measured and paid at the Contract unit price per Each, which price shall include all labor, tools, equipment, materials and all incidental cost required to complete the work as described above and as directed by the Engineer. ITEM 812.401 SIGNAL MAST ARM FOUNDATION 0 TO <=7 FEET EACH ITEM 812.402 SIGNAL MAST ARM FOUNDATION >7 TO <=13 FEET EACH ITEM 812.403 SIGNAL MAST ARM FOUNDATION >13 TO <=20 FEET EACH ITEM 812.404 SIGNAL MAST ARM FOUNDATION SPECIAL EACH The work under these Items shall conform to the relevant provisions of Section 801 of the Standard Specifications and the following: The work under these items shall include construction of mast arm foundations at locations as directed by the Engineer. A core type foundation shall be used. The foundation shall be designed and conform to the current MassDOT Overhead Signal Structure and Foundation Standard Drawings. The actual existing soil conditions will be determined through MassDOT’s open-ended boring contract or MassDOT’s personnel. Foundation holes shall not be made prior to determining the loading conditions and soil classification of subsurface soil. Light, Medium, or Heavy Loading Conditions will be determined by MassDOT’s personnel. Prior to installation and based on load conditions and soil conditions compared to the foundation Design Chart shown in the above Engineering Directive, the Contractor shall notify the Engineer in writing of his selection of mast arm foundation footing size.
Method of Measurement and Basis of Payment. Foundations 7 feet or less in depth will be m eas u r ed an d paid for at the Contract unit price Each for Item 812.401. Foundations greater than 7 feet in depth but 13 feet or less shall be measured and paid for at the unit price bid Each for Item 812.402. Foundations greater than 13 feet to but equal to or less than 20 feet in depth will be measured and paid for at the unit bid price Each for Item 812.403. Special mast arm foundations for foundations greater than 20 feet shall be paid for at the contract unit price for Item 812.404. ITEM 812.51 SIGNAL CONTROL CABINET FOUNDATION EACH NEMA TS2 SIZE 5 ITEM 812.52 SIGNAL CONTROL CABINET FOUNDATION EACH NEMA TS2 SIZE 6 The work under these Items shall conform to the relevant provisions of Section 801 of the Standard Specifications and the following: The work under these items shall include the construction of signal control cabinet foundations at locations determined by the Engineer. The size of the foundation shall be determined by the cabinet to be installed. Control cabinet dimensions shall be according to NEMA TS2 Standard under Subsection 7.3 Cabinet Dimensions and shall be either NEMA Size 5 or 6. The concrete foundation shall have a 30-inch depth, and a length and width that measures 6 inches greater than the outside dimensions of the controller cabinet supplied. The top of the concrete foundation shall be installed at an elevation that is 18 inches above the finished grade. Anchor bolts are required as specified under Section 815 of the Standard Specifications and should be installed to center the controller cabinet on the foundation. A drain hole is required to drain water from within the cabinet to the outside of the cabinet foundation. A 1-inch P.V.C. pipe shall be installed as part of the poured foundation for use as a drain. Furnish and install a paved pad in front of the control cabinet. This pad may be of bituminous concrete or cement concrete, built in accordance with the sidewalk specification applicable to this project, approximately level, approximately 1-inch above the surrounding unpaved surface, or at even grade with the adjacent surface if paved. This pad shall abut the front of the controller cabinet foundation and project at least 1-inch to each side of the cabinet and at least 36-inches in front. No pad is required if the front of the cabinet immediately abuts an existing or proposed paved sidewalk or other paved surface.
Method of Measurement and Basis of Payment. Items 812.51 and 812.52 will be measured and paid at the respective Contract unit price per Each, which price shall include all required work as described above to construct signal control cabinet foundation and furnish and install paved pad, which will include all materials, anchor bolts, ground rods, conduit sweeps, transportation, forms, tools, equipment and labor incidental thereto. The work on conduit system will be paid for under respective Items 804.2, or 804.3. ITEM 813.221 TRAFFIC SIGNAL CABLE – 20 CONDUCTORS FOOT ITEM 813.222 TRAFFIC SIGNAL CABLE – 12 CONDUCTORS FOOT ITEM 813.223 TRAFFIC SIGNAL CABLE – 5 CONDUCTORS FOOT The work under these Items shall conform to the relevant provisions of Section 813 of the Standard Specifications and the following: The work under these items shall include the furnishing and installation of IMSA 19-1 or 20-1 cable. The cable shall include 20, 12, 5 conductors. Proper cable termination at signal heads, control cabinet and junction points shall be considered part of this item and shall be performed by the Contractor at no additional cost. Proper termination is defined as forming the required conductors and connecting them to the appropriate terminals within the signal heads, control cabinet or junction points where appropriate. Any splicing of cable shall be in conformance with Subsection 813.60 C. - Splicing.
Method of Measurement and Basis of Payment. Items 813.221, 813.222 and 813.223 will be measured and paid at the respective Contract unit price per Foot, which price shall include all required work as described above to install traffic signal cable including any cable pulling material, cable ties, conductor terminating devices, duct seal, removal and disposal of existing cable, tools, equipment and labor incidental thereto. ITEM 813.511 SIGNAL INTERCONNECT CABLE – COPPER FOOT ITEM 813.512 SIGNAL INTERCONNECT CABLE – FIBER-OPTIC FOOT ITEM 813.513 FIBER - OPTIC PATCH PANEL EACH ITEM 813.514 SPREAD SPECTRUM RADIO EACH ITEM 813.515 ANTENNA – YAGI EACH ITEM 813.516 ANTENNA – OMNI EACH ITEM 813.517 RADIO CO-AXIAL CABLE 0.5 INCH SUPERFLEX WITH CONNECTORS FOOT ITEM 813.518 GPS UNIT EACH The work under these Items shall conform to the relevant provisions of Section 813 of the Standard Specifications and the following: The work under these items provides coordination and/or communication between traffic signal control equipment. The work to be done under these items shall include the removal of interconnect cable previously determined to be defective by others and so designated by the Engineer. The cable shall be removed from aerial or underground facilities and disposed of at the Contractor's expense.
Method of Measurement and Basis of Payment. Item 813.52 will be measured in place by the Foot. Item 813.52 will be paid for at the Contract price per Foot of bonding wire supplied and installed including all nuts, bolts, washers including lock-washers, connectors, clamps and incidental materials necessary to form a continuous bonding system. ITEM 813.53 WIRE TYPE 11 - LOOP DETECTOR LEAD IN FOOT The work under this Item shall conform to the relevant provisions of Section 813 of the Standard Specifications, Materials Specification M8.16.11 and the following: The work under this Item shall consist of removing old loop detector lead-in wire and installing new loop detector lead in a conduit run between the control box and the conduit extremity (pull box) nearest to the detector. Loop lead-in wire shall be spliced to the loop in the handhole or pull box and shall be installed to the controller cabinet without any additional splices.
Method of Measurement and Basis of Payment. Item 813.53 will be measured and paid at the Contract unit price per Foot, which price shall include all labor, tools, equipment necessary to complete the work in a complete operating condition as described and as required and accepted by the Engineer. ITEM 813.821 SERVICE CONNECTION MODIFIED EACH ITEM 813.822 ELECTRIC METER INSTALLATION EACH The work under these Items shall conform to the relevant provisions of Section 800 of the Standard Specifications and the following: The work shall include the modification of an existing service connection to a traffic signal control cabinet or the installation of new meters at locations directed by the Engineer. The work involved would include the disconnection and removal of the service conductor back toward the disconnect switch on a utility pole or the termination point within a manhole depending on the existing service provided. New service conductors and grounding cable shall be supplied and installed between the power source junction and the control cabinet. The Contractor shall coordinate all work with the local power service company.
