04RF-MEASUREMENT AND PAYMENT BRWN.doc

CITY OF WOODLAND PARK

4.0 - MEASUREMENT AND PAYMENT

24.1

RELATED REQUIREMENTS SPECIFIED ELSEWHERE

24.2

MEASUREMENT OF PAY QUANTITIES

24.3

ESTIMATED QUANTITIES

24.4

PAYMENT FOR LUMP SUM ITEMS

24.5

DESCRIPTION AND PAYMENT

24.6

BID ITEMS DESCRIPTIONS:

2202-00203 Removal of Curb and Gutter (LF)

3202-00210 Removal of Concrete Pavement (SY)

3202-00220 Removal of Asphalt Mat (SY)

3202-00220 Removal of Asphalt Mat (Milling) (SY)

3203-01597 Potholing (HR)

4208-00200 Erosion Control (LS)

4210-00810 Reset Ground Sign (EA)

5210-04010 Adjust Manhole (EA)

5304-06007 Aggregate Base Course (Class 6) (SY)

5403-00721 Hot Mix Asphalt (Patching) (Asphalt) (SY)

6403-34722 Hot Mix Asphalt (Grading SX)(75)(PG 58-28) – 5-INCH (SY)

6403-34722 Hot Mix Asphalt (Grading SX)(75)(PG 58-28) (SY)

7412-00815 Concrete Pavement (8 Inch) (Reinforced) (SY)

7507-00100 Concrete Slope and Ditch Paving (Reinforced) (CY)

8608-00000 Concrete Sidewalk (4-Inch) (SY)

8608-00010 Concrete Curb Ramp (SY)

8608-10010 Sidewalk Drain (EA)

8609-40011 Curb and Gutter Type 4 (Section M) (LF)

9609-21020 Curb and Gutter Type 1 (LF)

9609-21023 Curb and Gutter Type 2 (LF)

9615-00050 Embankment Protector Type 5 (EA)

10626-00000 Mobilization (LS)

10627-00003 Thermoplastic Pavement Marking (Inlaid) (GAL)

10630-00016 Traffic Control (Special) (LS)

10700-70010 F/A Minor Contract Revisions (FA)

11700-70031 F/A Interim Surface Repair (FA)

11700-70130 F/A Repair Curb and Guter (FA)

4.1 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

Bid Form, Browning Avenue 4.2

MEASUREMENT OF PAY QUANTITIES

A. The Contractor shall make all measurements and determine all quantities and amounts of work done under the Contract subject to approval by the Engineer. At the time measurements are made for quantity determinations, the Engineer, or his authorized assistant shall be present to verify such measurements. From the quantity figures so ascertained, it will be the Contractor's responsibility to prepare a monthly periodical estimate of the work accomplished to date. This estimate shall be submitted to the Engineer each month for his review and check no later than the date established at the pre-construction conference. The form of such monthly estimates is to be subject to the approval of the Engineer.

B. No measurement will be made for:

1. Work performed or materials placed outside of lines indicated in the plans or established by the Engineer.

2. Materials wasted, used, or disposed of in a manner not called for under the contract.

3. Materials on hand after completion of construction.

4. Rejected materials (including material rejected after it has been placed, if the rejection is due to the Contractor's failure to comply with the provisions of the contract).

5. Hauling and disposing of rejected materials.

6. Any other work or material when payment is contrary to any provision of the contract.

7. All incidental costs necessary for proper performance of the work.

4.3

ESTIMATED QUANTITIES

The estimated quantities shown in the bid form are estimates only, being given only as the basis for comparison of the bids, and the City does not warrant, expressly or by implication, that the actual amount of work will correspond therewith. The right to increase or decrease the amount of any class or portion of the work or to make changes in the work required as may be deemed necessary is reserved by the City as provided elsewhere in these specifications. The basis of payment will be the actual unit bid items of work performed and measured in accordance with the contract unless noted otherwise in the plans or specifications. All prospective bidders should note that certain bid items may be included in the Bid Form to establish a unit price should the use of those items become necessary during construction. Allowance will not be made for loss of anticipated profits or additional compensation should the use of these items be deemed unnecessary.

4.4

PAYMENT FOR LUMP SUM ITEMS

Measurement shall be for work actually completed.

4.5

DESCRIPTION AND PAYMENT

Payment will be made only for those items listed in the bid form. All other items required for the work shall be considered incidental to the construction.

4.6

BID ITEMS DESCRIPTIONS:

202-00203 Removal of Curb and Gutter

(LF)

a.

Measurement The quantity of Removal of Curb and Gutter to be paid for will be determined by measurement of the number of linear feet of material actually removed and accepted by the Engineer as complying with the plans and specifications as measured along the top back of curb. Removal of Concrete Curb and Gutter shall be in accordance Section 202 of the CDOT Standard Specifications for Road and Bridge Construction.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for removal of curb and gutter shall include removal and off-site disposal of any reinforcing steel and all other features of the curb and gutter. Payment shall be full compensation for sawing, excavation, and subsequent backfill of materials removed.

202-00210 Removal of Concrete Pavement

(SY)

a.

Measurement The quantity of Removal of Concrete Pavement to be paid for will be determined by measurement of the number of square yards of material actually removed and accepted by the Engineer as complying with the plans and specifications. Removal of Concrete Pavement shall be in accordance with Section 202 of the CDOT Standard Specifications for Road and Bridge Construction.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for removal of concrete pavement shall include removal and off-site disposal of any reinforcing steel and all other features of the pavement. Payment shall be full compensation for sawing, excavation, and subsequent backfill of materials removed.

202-00220 Removal of Asphalt Mat

(SY)

a.

Measurement The quantity of Removal of Asphalt Mat to be paid for will be determined by the square yard area of asphalt mat actually removed and accepted by the Project Manager as complying with the plans and specifications. Estimated depth of removal is 4”. Removal of Asphalt Mat shall be in accordance with Section 202 of the CDOT Standard Specifications for Road and Bridge Construction.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment shall include the planing at a variable depth to accomplish a smooth transition to adjacent pavement.

202-00220 Removal of Asphalt Mat (Milling)

(SY)

a.

Measurement The quantity of Removal of Asphalt Mat to be paid for will be determined by the square yard area of asphalt mat (Milling) actually removed and accepted by the Project Manager as complying with the plans and specifications. Estimated depth of removal is 1.5”. Removal of Asphalt Mat (Milling) shall be in accordance with Section 202 of the CDOT Standard Specifications for Road and Bridge Construction.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment shall include the planing at a variable depth to accomplish a smooth transition to adjacent pavement.

203-01597 Potholing

(HR)

a.

Measurement The quantity of Potholing to be paid for will be determined by time spent actually potholing as approved by the Project Manager as complying with the plans and specifications. Potholing shall be in accordance with Section 203 of the CDOT Standard Specifications for Road and Bridge Construction.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for Potholing shall include backfilling holes with suitable materials.

208-00200 Erosion Control

(LS)

a.

Measurement

Erosion Control shall be paid for as a lump sum, completed and accepted by the Engineer as complying with the plans and specifications. Work shall include all labor, equipment, and materials required to follow the erosion control plans. Erosion Control shall be in accordance with the CDOT Storm Water Guidelines and Revisions to Section 207 – Topsoil and Revisions to Section 208 – Erosion Control.

b.

Payment Partial payments for Erosion Control will be made once each month as work progresses. The monthly partial payments will be determined based on the amount of Erosion Control measures and final stabilization placed on the project. The City Representative will monitor the Erosion Control. Monthly pay requests documenting the amount of Erosion Control measures placed for the pay item Erosion Control will be submitted to the Engineer for review and approval.

Partial payments will be estimated on the informational bid items provided in the plan set:

· Topsoil material will be measured by the actual number of cubic yards of topsoil placed and accepted.

· Turf Reinforcement Mat will be measured by the actual number of SY of TRM placed and accepted.

· Subgrade soil preparation will be measured by the square yards of subgrade which is ripped and accepted for adequate de-compaction.

· Removing of clods, sticks, stones, debris, concrete, and asphalt in excess of 4 inches in any dimension for all topsoil and Seeding Media used within the designed clear zone for the project will not be measured and paid for separately, but shall be included in the work.

· Erosion Control Management including erosion control inspections, documentation, meeting participation, SWMP Administration, and the preparation of the SWMP shall be included in the work.

· Erosion bales and rock check dams will be measured by the actual number installed and accepted.

· Silt fence, silt berms, erosion logs, aggregate bags, silt dikes, temporary berms, temporary diversions, and temporary slope drains, will be measured by the actual number of linear feet that are installed and accepted. Measured length will not include required overlap. Removal of accumulated sediment from traps, basins, areas adjacent to silt fences and erosion bales, and other clean out excavation of accumulated sediment, and the disposal of such sediment shall be included in the work.

· Concrete washout structure will be measured by the actual number of structures that are installed and accepted. Maintenance and relocation, as required, of these structures throughout the duration of the project shall be included in the work.

· Storm drain inlet protection will be measured by linear foot or actual number of devices that are installed and accepted.

· Vehicle tracking pads will be measured by the actual number constructed and accepted.

· Sweeping, when used as a control measure as shown in the Contract, will be measured by the number of hours that a pickup broom or equipment capable of collecting sediment, authorized by the Engineer, is used to remove sediment from the roadway or other paved surfaces. Each week the Contractor shall submit to the Engineer a statement detailing the type of sweeping equipment used and the number of hours it was used to pick up sediment. The operator shall be included in the work.

· Payment will be made for control measures replaced as approved by the Engineer. Temporary erosion and sediment control measures required due to the Contractor’s negligence, carelessness, or failure to install permanent controls as a part of the work as scheduled or ordered by the Engineer or for the Contractor's convenience, shall be performed at the Contractor’s expense.

210-00810 Reset Ground Sign

(EA)

a.

Measurement Reset Ground Sign to be paid for will be determined by measurement of the number of signs actually removed and reset, including posts and foundation removal as required by the plans, completed and accepted by the Engineer. Reset Ground Sign shall be in accordance with Section 210 of the CDOT Standard Specifications for Road and Bridge Construction.

b.

Payment Payment shall be made at the applicable contract unit price for Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment shall include, but is not limited to, removal of existing foundation and all other materials necessary to meet the requirements of the Project Manager. The Contractor shall take care of removing and resetting the signposts to avoid damage. Any damage caused by the Contractor shall be repaired or replaced by the Contractor at his own expense. The Contractor shall coordinate the removal and reset with the Project Manager.

210-04010 Adjust Manhole

(EA)

a.

Measurement Adjust Manhole shall be paid as a lump sum, complying with the plans and specifications, and accepted by the Engineer. Adjust Manhole shall be in accordance with Title 3 of the City of Woodland Park Engineering Specifications and Section 603 of the CDOT Standard Specifications for Road and Bridge Construction. The City of Woodland Park Engineering Specifications shall take precedence in the event of a conflict between the two specifications.

b.

Payment Payment shall be made at the applicable contract unit price for Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary for adjusting the existing inlet. The addition and/or removal of rings, covers, frames, and grates shall be included in the Bid Item price for Adjust Manhole.

304-06007 Aggregate Base Course (Class 6)

(SY)

a.

Measurement The quantity of Aggregate Base Course (Class 6) to be paid for will be determined by measurement of the number of cubic yards of Aggregate Base Course (Class 6) actually installed and accepted by the Engineer as complying with the plans and specifications. Aggregate Base Course (Class 6) shall be in accordance with Title 5 of the City of Woodland Park Engineering Specifications, Section 304 of the CDOT Standard Specifications for Road and Bridge Construction. The City of Woodland Park Engineering Specifications shall take precedence in the event of a conflict between the specifications.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all materials, shipping, labor, equipment, tools, placing, and compacting necessary to complete the work.

403-00721 Hot Mix Asphalt (Patching) (Asphalt)

(SY)

a.

Measurement The accepted quantities of Hot Mix Asphalt (Patching)(Asphalt) to be paid for will be determined by measurement of the tonnage of material actually constructed and accepted by the Project Manager as complying with the plans and specifications.

Hot Mix Asphalt (Patching)(Asphalt) construction specifications shall be in accordance with Project Special Provisions in Section 10, as well as in Title 5 of the City of Woodland Park Engineering Specifications, Section 403 of the CDOT Standard Specifications for Road and Bridge Construction. The City of Woodland Park Engineering Specifications shall take precedence in the event of a conflict between the specifications.

b.

Payment Aggregate, asphalt recycling agent, asphalt cement, additives, hydrated lime, and all other work and materials necessary to complete each hot mix asphalt item will not be paid for separately and shall be included in the unit price bid. When the pay item includes the PG binder grade, any change to the submitted mix design optimum asphalt cement content to establish production targets on Form 43 will not be measured and paid for separately and shall be included in the work. No additional compensation will be considered or paid for any additional asphalt cement, plant modifications, and additional personnel required to produce the HMA as a result of a change to the mix design asphalt cement content.

Historically, typical asphalt cement increases reflected on Form 43 are from 0.1 to 0.5 percent. However, the Contractor should anticipate the AC increases that are typical of his mixes.

When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in accordance with Section 411. Asphalt cement used in hot mix asphalt (patching) will not be measured and paid for separately; it shall be included in the work.

403-34722 Hot Mix Asphalt (Grading SX)(75)(PG 58-28) – 5-INCH

(SY)

a.

Measurement The accepted quantities of Hot Mix Asphalt (Grading SX)(75)(PG 58-28) – 5-INCH to be paid for will be determined by measurement of the tonnage of material actually constructed and accepted by the Project Manager as complying with the plans and specifications. It is assumed that 5 inches of asphalt will be removed and that 5 inches will be replaced with the project, however this quantity may vary to meet the required 3% proposed cross slope on the road.

Hot Mix Asphalt (Grading SX)(75)(PG 58-28) – 5 INCH construction specifications shall be in accordance with Project Special Provisions in Section 10, as well as in Title 5 of the City of Woodland Park Engineering Specifications, Section 403 of the CDOT Standard Specifications for Road and Bridge Construction. The City of Woodland Park Engineering Specifications shall take precedence in the event of a conflict between the specifications.

b.

Payment Aggregate, asphalt recycling agent, asphalt cement, additives, hydrated lime, and all other work and materials necessary to complete each hot mix asphalt item will not be paid for separately and shall be included in the unit price bid. When the pay item includes the PG binder grade, any change to the submitted mix design optimum asphalt cement content to establish production targets on Form 43 will not be measured and paid for separately and shall be included in the work. No additional compensation will be considered or paid for any additional asphalt cement, plant modifications, and additional personnel required to produce the HMA as a result of a change to the mix design asphalt cement content.

Historically, typical asphalt cement increases reflected on Form 43 are from 0.1 to 0.5 percent. However, the Contractor should anticipate the AC increases that are typical of his mixes.

When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in accordance with Section 411. Asphalt cement used in hot mix asphalt (patching) will not be measured and paid for separately; it shall be included in the work.

403-34722 Hot Mix Asphalt (Grading SX)(75)(PG 58-28)

(SY)

a.

Measurement The accepted quantities of Hot Mix Asphalt (Grading SX)(75)(PG 58-28) to be paid for will be determined by measurement of the tonnage of material actually constructed and accepted by the Project Manager as complying with the plans and specifications. It is assumed that a minimum of 1.5” inches of asphalt will be milled and that this amount, along with any additional cross slope correction needed to meet a 3% cross slope will be required.

Hot Mix Asphalt (Grading SX)(75)(PG 58-28) construction specifications shall be in accordance with Project Special Provisions in Section 10, as well as in Title 5 of the City of Woodland Park Engineering Specifications, Section 403 of the CDOT Standard Specifications for Road and Bridge Construction. The City of Woodland Park Engineering Specifications shall take precedence in the event of a conflict between the specifications.

b.

Payment Aggregate, asphalt recycling agent, asphalt cement, additives, hydrated lime, and all other work and materials necessary to complete each hot mix asphalt item will not be paid for separately and shall be included in the unit price bid. When the pay item includes the PG binder grade, any change to the submitted mix design optimum asphalt cement content to establish production targets on Form 43 will not be measured and paid for separately and shall be included in the work. No additional compensation will be considered or paid for any additional asphalt cement, plant modifications, and additional personnel required to produce the HMA as a result of a change to the mix design asphalt cement content.

Historically, typical asphalt cement increases reflected on Form 43 are from 0.1 to 0.5 percent. However, the Contractor should anticipate the AC increases that are typical of his mixes.

When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in accordance with Section 411. Asphalt cement used in hot mix asphalt (patching) will not be measured and paid for separately; it shall be included in the work.

412-00815 Concrete Pavement (8 Inch) (Reinforced)

(SY)

a.

Measurement The quantity of Concrete Pavement (8 Inch) (Reinforced) to be paid for will be determined by measurement of the number of square feet actually constructed and accepted by the Engineer as complying with the plans and specifications. Concrete Pavement (8 Inch) (Reinforced) shall be in accordance with Title 6 of the City of Woodland Park Engineering Specifications, Section 412 of the CDOT Standard Specifications for Road and Bridge Construction. The City of Woodland Park Engineering Specifications shall take precedence in the event of a conflict between the specifications.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for concrete sidewalk shall include all prepping and all other items of work involved in the construction of concrete sidewalk. All costs associated with the construction of the Thicken Slab, including all concrete, steel reinforcement, labor, equipment, tools, and materials necessary to complete the work, shall be included in this pay item.

507-00100 Concrete Slope and Ditch Paving (Reinforced)

(CY)

a.

Measurement The quantity of Concrete Slope and Ditch Paving (Reinforced) to be paid for will be determined by measurement of the number of square feet actually constructed and accepted by the Engineer as complying with the plans and specifications. Concrete Slope and Ditch Paving (Reinforced) shall be in accordance with Title 6 of the City of Woodland Park Engineering Specifications, Section 412 of the CDOT Standard Specifications for Road and Bridge Construction. The City of Woodland Park Engineering Specifications shall take precedence in the event of a conflict between the specifications.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for concrete sidewalk shall include all prepping and all other items of work involved in the construction of concrete sidewalk. All costs associated with the construction of the Thicken Slab, including all removals, concrete, steel reinforcement, labor, equipment, tools, and materials necessary to complete the work, shall be included in this pay item.

608-00000 Concrete Sidewalk (4-Inch)

(SY)

a.

Measurement The quantity of Concrete Sidewalk (4-Inch) to be paid for will be determined by measurement of the number of square yards actually constructed and accepted by the Project Manager as complying with the plans and specifications. Concrete Sidewalk shall be in accordance with Title 6 of the City of Woodland Park Engineering Specifications, Section 608 of the CDOT Standard Specifications for Road and Bridge Construction and with the detail shown in the plans. The City of Woodland Park Engineering Specifications shall take precedence in the event of a conflict between the specifications.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for concrete sidewalk shall include all prepping and all other items of work involved in construction of concrete sidewalk.

608-00010 Concrete Curb Ramp

(SY)

a.

Measurement The quantity of Concrete Pedestrian Ramp to be paid for will be determined by measurement of the number of square yards actually constructed in place and accepted by the Project Manager as complying with the plans and specifications. Concrete Pedestrian Ramp shall be in accordance with Title 6 of the City of Woodland Park Engineering Specifications, Section 608 of the CDOT Standard Specifications for Road and Bridge Construction and shall include a detectable warning surface to comply with ADA. If the concrete pedestrian ramp does not meet ADA requirements (e.g., exceeding maximum transverse and longitudinal slopes), the pedestrian ramp shall be replaced and corrected at Contractor's expense.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for concrete pedestrian ramp shall include all prepping and all other items of work involved in construction of concrete pedestrian ramp. The detectable warning surface at the ramp and variable height monolithic curbs, where shown or required, shall be included in the cost of the ramp.

608-10010 Sidewalk Drain

(EA)

a.

Measurement The quantity of Sidewalk Drain to be paid for by the number of sidewalk drains actually constructed in place and accepted by the Project Manager as complying with the plans and specifications. Sidewalk Drain shall be in accordance with Title 6 of the City of Woodland Park Engineering Specifications and with the details provided in the plans.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for sidewalk drain shall include all prepping and all other items of work involved in construction of sidewalk drain.

609-40011 Curb and Gutter Type 4 (Section M)

(LF)

a.

Measurement The quantity of Curb and Gutter Type 4 to be paid for will be determined by measurement of the number of linear feet actually constructed and accepted by the Engineer as complying with the plans and specifications.

Curb and gutter Type 4 will be measured along the face of the curb. Deduction in length will be made for pedestrian ramps, drainage structures, such as catch basins, drop inlets, etc., installed in the curb and gutter.

Curb and Gutter Type 4 shall be in accordance with Title 6 of the City of Woodland Park Engineering Specifications and with the details provided in the plans.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for Curb and Gutter Type 5 shall include all materials such as concrete, forming, form removal, concrete finishing, curing of concrete, grading, backfill, compaction, and all other items of work involved in the construction of curb and gutter.

609-21020 Curb and Gutter Type 1

(LF)

a.

Measurement The quantity of Type 1 Curb and Gutter to be paid for will be determined by measurement of the number of linear feet actually constructed and accepted by the Project Manager as complying with the plans and specifications. Curb and gutter will be measured along the face of the curb including transitions to Type 4 Curb and Gutter.

Curb and gutter Type 1 will be measured along the face of the curb. Deduction in length will be made for pedestrian ramps, drainage structures, such as catch basins, drop inlets, etc., installed in the curb and gutter.

Curb and Gutter Type 2 shall be in accordance with Title 6 of the City of Woodland Park Engineering Specifications and with the details provided in the plans.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for Type 1 Curb and Gutter shall include all materials such as concrete, forming, form removal, concrete finishing, curing of concrete, grading, backfill, compaction, and all other items of work involved in construction of curb and gutter.

609-21023 Curb and Gutter Type 2

(LF)

a.

Measurement The quantity of Curb and Gutter Type 2 to be paid for will be determined by measurement of the number of linear feet actually constructed and accepted by the Engineer as complying with the plans and specifications.

Curb and gutter Type 2 will be measured along the face of the curb. Deduction in length will be made for pedestrian ramps, drainage structures, such as catch basins, drop inlets, etc., installed in the curb and gutter.

Curb and Gutter Type 2 shall be in accordance with Title 6 of the City of Woodland Park Engineering Specifications and with the details provided in the plans.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment for Curb and Gutter Type 2 shall include all materials such as concrete, forming, form removal, concrete finishing, curing of concrete, grading, backfill, compaction, and all other items of work involved in the construction of curb and gutter.

615-00050 Embankment Protector Type 5

(EA)

a.

Measurement The quantity of Embankment Protector Type 5 to be paid for by the number of embankment protectors actually constructed in place and accepted by the Project Manager as complying with the plans and specifications. Sidewalk Drain shall be in accordance with Section 615 of the CDOT Standard Specifications for Road and Bridge Construction.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work. Payment shall include all prepping and all other items of work involved in the construction of the embankment protection.

626-00000 Mobilization

(LS)

a.

Measurement The total sum of all payments shall not exceed the original contract amount bid for the item, regardless of the fact that the Contractor may have, for any reason, shut down the work on the project or moved equipment away from the project and then back again.

Mobilization shall be in accordance with Section 626 of the CDOT Standard Specifications for Road and Bridge Construction.

b. Payment Payment will be according to the following schedule:

When 5% of the original contract amount is earned, 20% of the amount bid for mobilization will be paid.

When 20% of the original contract amount is earned, 50% of the amount bid for mobilization will be paid.

When 35% of the original contract amount is earned, 60% of the amount bid for mobilization will be paid.

When 75% of the original contract amount is earned, 100% of the amount bid for mobilization will be paid.

Payment for the Bid Item shall include but is not limited to full compensation for all labor, equipment, tools, and materials necessary to mobilize and prepare the project staging area, including stabilized construction access, temporary gravel access path and parking area, removal of facilities and gravel, cleaning up of site, establishment of sanitary facilities, installation of project construction signs, permitting, and all other costs incurred or labor and operations which must be performed prior to beginning the other items under the contract. Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work.

627-00003 Thermoplastic Pavement Marking (Inlaid)

(GAL)

a.

Measurement The quantity of Thermoplastic Pavement Marking to be paid for will be determined by measurement of the number of square feet of Thermoplastic Pavement Marking actually constructed and accepted by the Project Manager as complying with the plans and specifications. Thermoplastic Pavement Marking shall be in accordance with Section 627 of the CDOT Standard Specifications for Road and Bridge Construction.

b.

Payment Payment shall be made at the applicable contract unit bid price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work.

630-00016 Traffic Control (Special)

(LS)

a.

Measurement The quantity of Traffic Control (Special) is to be as a lump sum and accepted by the Project Manager as complying with the plans and specifications. Traffic Control (Special) shall be in accordance with Section 630 of the CDOT Standard Specifications for Road and Bridge Construction and Revisions to Section 630 – Traffic Control Plan.

b.

Payment Payment shall be made at the applicable contract unit price for the Bid Item and shall include full compensation for all labor, equipment, tools, and materials necessary to complete the work.

700-70010 F/A Minor Contract Revisions

(FA)

a.

Measurement For work items required by the project and not identified as incidental to the work, a Minor Contract Revision (MCR) may be initiated by and at the sole discretion of the Engineer. The intent of the MCR is to provide a mechanism for payment for minor work required to complete the project that is not identified elsewhere in the contract documents. If not deemed minor by the Engineer, the Contractor may be required to prepare a formal change order through the City process identified in the contract documents. The Contractor may not submit Minor Contract Revisions without prior approval of the Engineer. The MCR should be completed and signed by the Contractor and Engineer prior to the start of the added or changed work. The Engineer is responsible for approving all change orders.

b.

Payment Payment will be made for Minor Contract Revisions at the agreed-upon price for the work completed and shall include full compensation for all labor, equipment, tools, materials, and warranty necessary to complete the work.

700-70031 F/A Interim Surface Repair

(FA)

a.

Measurement Consists of minor work authorized and approved by the Engineer, if the subgrade is determined to be unsuitable for the placement of pavement, which is not included in the contract plans or specifications, and is necessary to accomplish the scope of work of this contract at the sole discretion of the Engineer. The repair work should be completed and signed by the Contractor and Engineer prior to the start of the added or changed work. The Engineer is responsible for approving all change orders.

b.

Payment Payment will be made for Interim Surface Repair at the agreed-upon price for the work completed and shall include full compensation for all labor, equipment, tools, materials, and warranty necessary to complete the work.

700-70130 F/A Repair Curb and Guter

(FA)

a.

Measurement For minor repair and/or replacement of existing broken curb and gutter, identified in the field, not specifically called out in the plans at the sole discretion of the Engineer. The repair work should be completed and signed by the Contractor and Engineer prior to the start of the added or changed work. The Engineer is responsible for approving all change orders.

b.

Payment Payment will be made for Repair Curb and Gutter at the contract bid unit cost for the type of gutter needing replacement and shall include full compensation for all labor, equipment, tools, materials, and warranty necessary to complete the work.

25.ST.004 – Woodland Park Capital Improvements Page 9-1