2010 Construction and Material Specifications - Ohio Department of ...

2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...

dot.state.oh.us
from dot.state.oh.us More from this publisher
05.01.2013 Views

623.03 at points along the line so that at least two of the stakes can be seen distinctly from any point on the line. Before beginning construction, stake Right-of-Way lines at locations where construction is to be performed. The Engineer will not require the Contractor to set additional stakes to locate a utility line that is not included as a pay item in the Contract, or to determine the property line between the properties. The Contractor may elect to perform portions of this work by electronic methods. Submit a plan of action to the Engineer detailing the means and methods to produce the desired results. After the plan of action is approved, layout the first 1000 feet (300 m) of the project by conventional methods. The Department will evaluate the first 1000 feet (300 m) using electronic methods to verify the accuracy of the equipment. Ensure that the accuracy of the electronic methods are within 2 percent of the conventional methods. Once the accuracy of the electronic methods is established, use the conventional methods to set every 1000 feet (300 m) of the project measured along the centerline. A ground control point is required for every structure, and a print out of the work is required for every 200 feet (60 m) of the project. If the electronic methods are found to be out of the above tolerance, submit a plan of action to correct the problem. If the problem persists, return to conventional methods. The Contractor is responsible for having the finished Work conform to the lines, grades, elevations, and dimensions shown on the plans. Any inspection or checking of the Contractor’s layout by the Engineer and the acceptance of all or any part of it does not relieve the Contractor of the responsibility to secure the proper dimensions, grades, and elevations of the several parts of the work. Exercise care in the preservation of stakes and benchmarks, and reset them at no additional cost to the Department when any are damaged, lost, displaced, or removed. Use competent personnel and suitable equipment for the layout work required and that a Registered Engineer or a Registered Surveyor supervises the operation. Do not engage the services of any person or persons employed by the Department for the performance of any of the work covered by this specification. Verify survey information shown on the plans, except for the centerline of the project, which may be use to lay out the Work. The removal of layout stakes at the completion of the Work is a final cleanup item that is required as a condition of full payment of 624 Mobilization. 623.03 Basis of Payment. The Department will pay for accepted quantities at the contract price as follows: Item Unit Description 623 Lump Sum Construction Layout Stakes 624.01 Description 624.02 Limitation ITEM 624 MOBILIZATION 502

624.03 Method of Measurement 624.04 Basis of Payment 503 624.01 624.01 Description. This work consists of the preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all field offices, buildings, and other facilities necessary for work on the project; for all other work and operations that must be performed or costs incurred before beginning the Work on the other contract items; and for demobilization. If Mobilization is not included as a pay item in the Contract, the Department will not pay for this work separately but will consider it incidental to the other Contract Items. 624.02 Limitation. The Department will limit the sum of the partial payments specified in 624.04.A and 624.04.B to the amounts shown in Table 624.02-1 under “Maximum Total of Partial Payments”. The Department will pay the balance of the lump sum amount bid, as specified in 624.04.C. TABLE 624.02-1 Total Contract Amount Maximum Total of Partial More than Up to, inclusive Payments ($) ($) ($) 0 50,000 0 50,000 100,000 2,000 100,000 200,000 4,000 200,000 500,000 10,000 500,000 1,000,000 20,000 1,000,000 2,000,000 40,000 2,000,000 5,000,000 100,000 5,000,000 10,000,000 200,000 10,000,000 20,000,000 400,000 20,000,000 40,000,000 800,000 40,000,000 60,000,000 1,200,000 60,000,000 80,000,000 1,600,000 80,000,000 -- 2,000,000 If the lump sum amount bid for Mobilization exceeds the total shown in Table 624.02-1 for partial payments, the Department will pay the excess upon completion of the project. 624.03 Method of Measurement. The Department will measure Mobilization as a unit, acceptably performed. 624.04 Basis of Payment. The Department will make partial payments according to 109.09 and as modified by the following schedule: A. The Department will release 50 percent of the lump sum amount bid for Mobilization or 50 percent of the amount shown in 624.02, whichever is less, to

623.03<br />

at points along the line so that at least two <strong>of</strong> the stakes can be seen distinctly from<br />

any point on the line. Before beginning construction, stake Right-<strong>of</strong>-Way lines at<br />

locations where construction is to be performed. The Engineer will not require the<br />

Contractor to set additional stakes to locate a utility line that is not included as a<br />

pay item in the Contract, or to determine the property line between the properties.<br />

The Contractor may elect to perform portions <strong>of</strong> this work by electronic<br />

methods. Submit a plan <strong>of</strong> action to the Engineer detailing the means <strong>and</strong> methods<br />

to produce the desired results. After the plan <strong>of</strong> action is approved, layout the first<br />

1000 feet (300 m) <strong>of</strong> the project by conventional methods. The <strong>Department</strong> will<br />

evaluate the first 1000 feet (300 m) using electronic methods to verify the accuracy<br />

<strong>of</strong> the equipment. Ensure that the accuracy <strong>of</strong> the electronic methods are within 2<br />

percent <strong>of</strong> the conventional methods.<br />

Once the accuracy <strong>of</strong> the electronic methods is established, use the conventional<br />

methods to set every 1000 feet (300 m) <strong>of</strong> the project measured along the<br />

centerline. A ground control point is required for every structure, <strong>and</strong> a print out<br />

<strong>of</strong> the work is required for every 200 feet (60 m) <strong>of</strong> the project.<br />

If the electronic methods are found to be out <strong>of</strong> the above tolerance, submit a<br />

plan <strong>of</strong> action to correct the problem. If the problem persists, return to<br />

conventional methods.<br />

The Contractor is responsible for having the finished Work conform to the lines,<br />

grades, elevations, <strong>and</strong> dimensions shown on the plans. Any inspection or<br />

checking <strong>of</strong> the Contractor’s layout by the Engineer <strong>and</strong> the acceptance <strong>of</strong> all or<br />

any part <strong>of</strong> it does not relieve the Contractor <strong>of</strong> the responsibility to secure the<br />

proper dimensions, grades, <strong>and</strong> elevations <strong>of</strong> the several parts <strong>of</strong> the work.<br />

Exercise care in the preservation <strong>of</strong> stakes <strong>and</strong> benchmarks, <strong>and</strong> reset them at no<br />

additional cost to the <strong>Department</strong> when any are damaged, lost, displaced, or<br />

removed. Use competent personnel <strong>and</strong> suitable equipment for the layout work<br />

required <strong>and</strong> that a Registered Engineer or a Registered Surveyor supervises the<br />

operation. Do not engage the services <strong>of</strong> any person or persons employed by the<br />

<strong>Department</strong> for the performance <strong>of</strong> any <strong>of</strong> the work covered by this specification.<br />

Verify survey information shown on the plans, except for the centerline <strong>of</strong> the<br />

project, which may be use to lay out the Work.<br />

The removal <strong>of</strong> layout stakes at the completion <strong>of</strong> the Work is a final cleanup<br />

item that is required as a condition <strong>of</strong> full payment <strong>of</strong> 624 Mobilization.<br />

623.03 Basis <strong>of</strong> Payment. The <strong>Department</strong> will pay for accepted quantities at<br />

the contract price as follows:<br />

Item Unit Description<br />

623 Lump Sum <strong>Construction</strong> Layout Stakes<br />

624.01 Description<br />

624.02 Limitation<br />

ITEM 624 MOBILIZATION<br />

502

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!