|
CITY OF EVERETT SPECIAL PROVISIONS
<br />
<br />Water Main Replacement “Y” – Ph 1 Div B – BID ITEM DESCRIPTIONS March 2024
<br />Work Order No. UP 3814 SP-36
<br />Bid Item A35, B36, C32, D22 - Temporary Roadway Surfacing
<br />Specification Section 5-06
<br />Measurement and Payment: Lump Sum (LS)
<br />No measurement will be made for the lump sum item Temporary Roadway Surfacing.
<br />Payment for the lump sum item Temporary Roadway Surfacing shall be a one-time lump sum
<br />regardless of how many times Temporary Roadway Surfacing is placed, removed, replaced, or
<br />relocated. The lump sum price shall be full compensation for all labor, material, tools and
<br />equipment necessary to satisfactorily complete the Work as defined in Section 5-06.3(6) of these
<br />Special Provisions and as shown on the Plans.
<br />Bid Item A36, B37, C33, D23 - Crushed Surfacing Top Course
<br />Specification Section 4-04
<br />Measurement and Payment: Unit Price per Ton (TON)
<br />Measurement for crushed surfacing top course will be by the ton as recorded on certified weight
<br />tickets in accordance with 1-09.2 WEIGHING EQUIPMENT and limited to dimensions defined in
<br />the Work, descriptions for other bid items, shown on the Plans, details or COE Standard
<br />Drawings or as otherwise approved by the Engineer. Crushed Surfacing Top Course material
<br />placed exceeding “neatline” limits without advance authorization by the Inspector will not be paid
<br />for.
<br />The unit price per ton shall be full compensation for all labor, compaction, material, tools, and
<br />equipment necessary to furnish, haul, stockpile, place, grade, and compact imported crushed
<br />surfacing top course for the Work as required, from a Contractor supplied source in accordance
<br />with the Standard Specifications and these Special Provisions.
<br />The unit price for crushed surfacing top course also includes all costs for controlling moisture
<br />content.
<br />Also included in this bid item shall be the cost of all equipment required to remove existing soils
<br />to attain proper elevations, compaction of native subgrade soils, as well as to uniformly spread
<br />and compact the crushed surfacing material.
<br />The unit price for this bid item includes all costs for removing, loading and disposing of displaced
<br />unsuitable material, including haul.
<br />Include in this bid item the cost of sprinkling during dry periods prior to placement of the crushed
<br />surfacing and while spreading and compacting the material.
<br />Payment for crushed surfacing top course will be by the ton for permanent trench patch,
<br />additional base material required for concrete panel at Madrona Ave, and material placed and
<br />approved by the Inspector.
<br />Bid Item A37, B38, C34, D24 - HMA, CL 1/2” PG 64-22 for Permanent Trench Patch
<br />Specification Section 5-04
<br />Measurement and Payment: Unit Price per Ton (TON)
<br />Measurement for HMA, CL 1/2” PG 64-22 shall be by the ton, recorded on certified weight tickets
<br />in accordance with 1-09.2 WEIGHING EQUIPMENT for HMA placed within the limits of
<br />dimensions defined in the Work or shown on the Plans, Standard Specifications, Section 5-06 of
<br />these Special Provisions, or as otherwise approved by the Engineer. The measurement and
<br />payment limits for measuring the width of this bid item shall not exceed the saw-cut limits shown
<br />on the Drawings. No deduction will be made for the weight of asphalt binder, blending sand,
<br />mineral filler, or other component of the mixture.
<br />The unit price for this bid item shall include all labor, materials, equipment and related work
<br />necessary to furnish, machine-place, compact, roll and perform density tests on multiple lifts of
<br />HMA – CL 1/2” PG 64-22 pavement including streets, alleys, street crossings, and driveway
<br />aprons as shown on the Plans.
|