IFB1 2027000013 - Addendum No 4.pdf

PDF 426 KB Posted

Attached to
Project Number: CC2501T11
Solicitation number
IFB1 PMAA 2027000013 5
Issued by
Denver County, Denver City, Colorado

About this file

IFB1 2027000013 Addendum No. 4

This is Addendum No. 4 to an Invitation for Bid (IFB) issued by the Colorado Division of Parks and Wildlife for the Cherry Creek State Park North Shop Creek Trail Bridge Project (CC2501T11). The addendum presents a revised bid schedule and corrected measurement and payment procedures for the comprehensive bridge and trail construction project. The scope of work encompasses 34 line items spanning site preparation, structural construction, trail development, and environmental mitigation. Key items include mobilization, clearing and grubbing (1.9 acres), bridge girder and deck unit fabrication and installation, drilled shafts (192 linear feet of 24-inch diameter shafts), concrete work (30 cubic yards of Class DF concrete), reinforcing steel (2,970 pounds standard and 26 pounds epoxy-coated), topsoil placement (1,540 cubic yards), two crusher fines trails totaling 600 linear feet (6 feet wide, 6 inches deep), seeding operations across 1.9 acres, and tree removal (5 trees). The project must be completed within 200 calendar days from the Notice to Proceed. Payment terms specify mobilization will be paid in two installments (60 percent on the first month's estimate and 40 percent upon final cleanup completion), while other lump-sum items such as traffic control and water control are distributed across three payments tied to project completion milestones (25 percent, 50 percent, and final acceptance).

The revised bid schedule requires bidders to provide unit prices and total costs for each line item, with the base bid amount to be written out in both numerical and word format. Bidders must certify compliance with the Colorado Department of Transportation Most Current Standard Specifications for Roads and Bridge Construction and confirm consideration of all addendums. Bidders must also declare Service Disabled Veteran Owned Small Business (SDVOSB) status if claiming a 5 percent bid preference and specify the percentage of Colorado labor to be employed, with a minimum of 80 percent required for public works projects exceeding $500,000. The measurement and payment section establishes that quantities listed in the bid schedule are estimates only and that the owner reserves the right to alter or eliminate work items through contract modifications. Unit price bids cover all associated costs including labor, equipment, materials, tools, transportation, bonds, insurance, and submittals, with no separate payment for subsidiary work not explicitly listed as a pay item.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

BID # IFB1 2027000013

Addendum No. 04 - Page 1

BID ADDENDA

CHERRY CREEK STATE PARK

NORTH SHOP CREEK TRAIL BRIDGE PROJECT

PROJECT NUMBER CC2501T11

BID #: IFB1 PMAA 2027000013

Colorado Division of Parks and Wildlife

Bid Addendum No.: 04 Bid Addendum Date: 10/01/2026

The Plans and Specifications for the above referenced project shall be changed as stated hereafter and the BIDDER shall reflect these changes in their bid. No additional payment above the proposal price will be made for these changes. The BIDDER shall make these changes:

Bid Schedule:

REV1 - Corrected Bid Schedule REV1 - Corrected Measurement & Payment

End of Addendum #04

REVISED BID SCHEDULE

NORTH SHOP CREEK TRAIL BRIDGE

ADDENDUM #04

DEPARTMENT OF NATURAL RESOURCES

STATE OF COLORADO

Proposes to furnish all labor, equipment, materials, and incidentals needed to complete the Cherry Creek State Park North Shop Creek Trail Bridge Project. The work shall be completed in 200 calendar days from the date of the Notice to Proceed. We have read and made, the “Instructions to Bidders”, the “General Conditions for Capital Construction”, the Written Specifications, and the Construction Drawings part of this bid.

Technical Specifications related to construction materials and methods for work embraced under this Contract shall consist of references to, but not limited to, the Colorado Department of Transportation Most Current Standard Specifications for Roads and Bridge Construction. Special attention should be given to these references and revisions noted within.

UNITS: LF= linear foot, SF= square foot, SFF= square face foot, LS= lump sum, SY= square yard, CY= cubic yard, TON= tons, AC= acres, EA= each, HR= hour

Service Disabled Veteran Owned Small Business Statement (SDVOSB): The undersigned bidder shall certify by checking below that the corporation, partnership, or sole proprietorship IS or IS NOT claiming a 5% bid preference in accordance with C.R.S. 24-103-211. SDVOSB certification must be included with your bid.

Is: Is Not:

Colorado Labor: The undersigned bidder shall certify by indicating the percentage of Colorado labor of the total workforce to be utilized for this project in accordance with C.R.S. 8-17-101.

Colorado Labor shall be employed to perform at least 80% of the work on a public works project greater than $500,000.00. A written justification for not meeting this percentage must be included with your bid.

% of Colorado Labor: ___________

Addendum Inclusion Statement: The undersigned bidder shall certify by listing below that all Addendums have been considered and included as part of the Contractor’s proposal. The Addendum numbers that the Contractor has included as part of his proposal shall be listed in the space provided.

Addendum(s):

Quantity Unit Unit Cost Total Item Cost

01. Mobilization 1.0 LS $ $

02. Clearing & Grubbing 1.9 AC $ $

03. Traffice Control 1.0 LS $ $

04. Water Control 1.0 LS $ $

05. Construction Surveying 1.0 LS $ $

06. Concrete Washout Structure 1.0 EA $ $

07. Erosion Log 1,500.0 LF $ $

08. Vehicle Tracking Pad 2.0 EA $ $

09. Fence (Plastic) 800.0 LF $ $

10. Fence (Rob & T-Post) 1,800.0 LF $ $

11. Unclassified Excavation 190.0 CY $ $

12. Unclassified Excavation, Haul Off Site 740.0 CY $ $

13. Muck Excavation 150.0 CY $ $

14. Topsoil 1,540.0 CY $ $

15. Type H Void-Filled Riprap 530.0 CY $ $

16. Structural Excavation 37.0 CY $ $

17. Structural Backfill (Class 1) 66.0 CY $ $

18. Bedrock Sounding 2.0 EA $ $

20. Drilled Shafts 192.0 LF $ $

21. Concrete Sealer 72.0 SY $ $

22. Concrete (Class DF) 30.0 CY $ $

23. Reinforcing Steel 2,970.0 LB $ $

24. Reinforcing Steel (Epoxy Coated) 26.0 LB $ $

25. Bridge Girder & Deck Unit 1.0 EA $ $

26. Removal of Sidewalk 23.0 SY $ $

27. Concrete Sidewalk 23.0 SY $ $

28. Aggregate Base Course (Class 6) 160.0 SY $ $

29. Mulching (Hydromulch) 1.9 AC $ $

30. Seeding (Uppland) 0.9 AC $ $

31. Seeding (Riparian) 1.0 AC $ $

32. Tree Removal 5.0 EA $ $

33. Crusher Fines Trail (6' wide, 6" depth) - WEST 200.0 LF $ $

34. Crusher Fines Trail (6' wide, 6" depth) - EAST 400.0 LF $ $

Base Bid Items:

Base Bid: Furnish and install all materials and labor for the completion of the Base Bid Improvements per the Construction Drawings and Specifications.

IFB1 PMAA 2027000013

Quantity Unit Unit Cost Total Item CostBase Bid Items:

Base Bid AMOUNT: $

Base Bid AMOUNT: (PLEASE WRITE OUT BID AMOUNT)

DOLLARS

IFB1 PMAA 2027000013

(A Corporate Signature Block)

Company Name

A Corporation

Date , 2026

Colorado VSS Vendor ID# (if available) _____________________________________

By President Attested to by Secretary

(A Partnership Signature Block)

A limited partnership of , general partner;

doing business as (dba)

Company Name

Colorado VSS Vendor ID# (if available) _____________________________________ by General Partner

(A Sole Proprietorship Signature Block)

A Sole Proprietorship of (dba)

Colorado VSS Vendor ID# (if available) _____________________________________ by Owner

IFB1 PMAA 2027000013 1

REVISED MEASUREMENT AND PAYMENT

NORTH SHOP CREEK TRAIL BRIDGE

The contractor shall use the following measurement and payment procedures for items listed on the bid tab for this project. This section provides the measurement and payment method for items of work under this contract.

1. The work performed under this Agreement shall be paid for on a unit price basis at the rates for the respective items on the Bid Schedule. The quantities provided on the Bid Schedule are only estimates of the actual quantities of the work to be performed, and are only included for purposes of making the award. Owner reserves the right to alter and/or eliminate any item of work. Modifications, if any, will be made by Contract Modification.

2. The total unit or lump sum prices for the Contract cover all work required by the Contract Documents, including the furnishing of all materials and equipment required to be incorporated in and from a permanent part of the Work; tools, equipment, supplies, transportation, facilities, labor, superintendence and services required to perform the Work;

bonds, insurance and submittals; and the assumption of all obligations, duties and responsibilities necessary to the successful completion of the Contractor, except as provided for otherwise in this section of the Specifications or elsewhere in the Contract Documents.

3. Lump sum bid items may list engineer’s estimate of quantities. The contractor will be responsible for verification of the quantities.

4. All work not specifically set forth as a pay item in the Bid Schedule shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the bid prices.

5. Expect where otherwise specified, the unit or lump-sum price bid for each item of work which involved excavation, backfilling or trenching shall include all costs for such work. No direct payment shall be made for excavation or trenching.

Bid Item No. 1: Mobilization

a. Measurement No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The lump sum price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Furnishing, installing and removing temporary fencing and construction markers around PROJECT work areas and any other fencing/security items as deemed necessary by the CONTRACTOR

2. Establishing and removing the CONTRACTOR's offices, buildings, and other necessary facilities

3. Obtaining, complying with, and transferring permits

4. Providing environmental controls for the life of the PROJECT

5. Providing required bonds and insurance

IFB1 PMAA 2027000013 2

6. Preparing and maintaining the PROJECT schedule

7. Delivering and removing the CONTRACTOR's equipment, supplies, and excess materials, and cleaning up the site

8. Restoring the PROJECT site to pre-project or final grades and conditions

9. Preparing and securing approvals of submittals

10. Preparing record drawings

11. Preparing and providing copies of stormwater and other required reports

12. Providing all other related and necessary labor, equipment, and materials to complete the WORK

b. Payment

Payment will be made in two installments: the first 60% will be paid on the first month’s pay estimate, and the remaining 40% after the final cleanup has been completed and approved

Bid Item Pay Unit

Mobilization LS

Bid Item No. 2: Clearing and Grubbing

The measurement for payment for this item will be the actual number of acres of clearing and grubbing completed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. Measurement will be based upon scaled dimensions in acres of clearing and grubbing, as defined on the DRAWINGS and SPECIFICATIONS. No payment will be made for clearing and grubbing outside of the limits of construction shown on the DRAWINGS and SPECIFICATIONS or for WORK required to repair damage done by the CONTRACTOR's operations. The unit price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Completing the clearing and grubbing

2. Disposing of materials off site in accordance with the

DRAWINGS and SPECIFICATIONS

3. Providing all other related and necessary labor, equipment, and materials to complete the WORK

b. Payment

Payment will be based on the percentage of completed and accepted WORK.

Clearing and Grubbing AC

Bid Item No. 3: Traffic Control

No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The lump sum price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

IFB1 PMAA 2027000013 3

1. Preparing, implementing, adjusting as necessary, and maintaining the CONTRACTOR's approved Traffic Control Plan

2. Updating and submitting traffic control plans, as necessary, according to city, county, and other applicable regulations

3. Preparing, implementing, maintaining, and adjusting, as necessary, pedestrian controls

4. Providing all other related and necessary labor, equipment, pavement markings, and materials to complete the WORK

b. Payment

One third of the lump sum price for this item will be paid after twenty-five (25) percent of the original CONTRACT amount has been earned, the second third will be paid after fifty

(50) percent of the original CONTRACT amount has been earned, and the final third upon final acceptance of the PROJECT.

Traffic Control LS

Bid Item No. 4: Water Control

No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The lump sum price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Preparing and submitting water control plan for review

2. Implementing measures to control surface water and groundwater not paid for under Bid Item ESC-07-001, Temporary Diversion Measure or ESC-16-001.

Temporary Slope Drain

3. Providing temporary power and sound proofing, as required

4. Evaluating, designing, constructing, maintaining, replacing, and monitoring dewatering measures

5. Modifying the approved and implemented water control plan as necessary

6. Furnishing and installing all materials, sediment basins, diversion measures, slope drains, check dams, pumps, dewater bags, earth embankments, sheet pile, wells, stream crossings or any other material necessary for water control

7. Obtaining all required permits

8. Monitoring, sampling and analysis, and preparing water quality reports, if required

9. Protecting WORK from groundwater, base flows, and storm events

10. Providing all other related and necessary labor, equipment, and materials to complete the WORK

b. Payment

One third of the lump sum price for this item will be paid after twenty-five (25) percent of the original CONTRACT amount has been earned, the second third after fifty (50) percent of the original CONTRACT amount has been earned, and the final third will be paid upon final acceptance of the PROJECT.

IFB1 PMAA 2027000013 4

Water Control LS

Bid Item No. 5: Construction Surveying

No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The lump sum price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Staking horizontal and vertical alignments

2. Providing cut sheets to the OWNER or OWNER’s representative

3. Providing replacement stakes

4. Locating existing utilities

5. Staking overlot grading

6. Setting subgrade elevations and offsets

7. Setting temporary control points

8. Re-establishing land monuments

9. Finishing grades and structure elevations by a Professional Licensed Surveyor, as required, for record or as-built DRAWINGS

10. Finishing grades and elevations by a Professional Licensed Surveyor, as required, for Pond Volume Certification

11. Providing all other related and necessary labor, equipment, and materials to complete the WORK

a. Payment

Payment will be based on the percentage of completed and accepted WORK.

Construction Surveying LS

Bid Item No. 6: Concrete Washout Structure

The measurement for payment for this item will be per each concrete washout area placed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR's costs.

This BID item includes, but is not limited to:

1. Excavating pit, constructing berm, or utilizing an approved pan/tub concrete washout service

2. Providing and installing vehicle tracking control (crushed rock and riprap)

3. Providing and installing construction fence and sign

4. Removing concrete washout and concrete material, upon approval

5. Restoring area to pre-project or finished grades and conditions

6. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Payment will be based on units completed and accepted.

IFB1 PMAA 2027000013 5

Concrete Washout Structure EA

Bid Item No. 7: Erosion Log

The measurement for payment for this item will be the actual number of linear feet of sediment control log placed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Providing and installing sediment control log and stakes

2. Removing, upon approval

3. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Erosion Log LF

Bid Item No. 8: Vehicle Tracking Pad

The measurement for payment for this item will be based on the actual number of square yards of vehicle tracking control placed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Providing and placing geotextile fabric, construction mat, TRM, crushed rock, and riprap, as shown on the DRAWINGS

2. Excavating and removing material

3. Removing vehicle tracking control, upon approval

4. Restoring area to pre-project or final grades and conditions, including revegetation

5. Providing and installing metal rack and sediment trap as shown on the

DRAWINGS

6. Providing and installing power washing equipment

7. Power washing the equipment and vehicles

8. Providing all other related and necessary labor, equipment, and materials to complete the WORK

b. Payment

IFB1 PMAA 2027000013 6

Vehicle Tracking Pad

EA

Bid Item No. 9: Fence (Plastic)

Bid Item No. 10: Fence (Rope and T-post)

a. Measurement The measurement for payment for this item will be the actual number of linear feet of fence placed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of CONTRACTOR’s costs. This BID item includes, but is not limited to:

1. Furnishing and installing all materials, including posts, rails, wire, fabric, concrete, and nails as shown on the DRAWINGS

2. Excavating, filling, and compacting

3. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Fence (Plastic) LF Fence (Rope with T-post) LF

Bid Item No. 11: Unclassified Excavation

Bid Item No. 12: Unclassified Excavation, Haul off site (408 Volume Balance)

a. Measurement The measurement for payment for this item will be the actual number of cubic yards excavated and used for fill or hauled from the site, measured and computed by the average end area method or grid method (difference between existing and finished grade) in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. No measurement of this item will be made unless changes to the CONTRACT DOCUMENTS are made, in which case the OWNER will perform measurement of the modified volume. The quantity is based on the neat lines shown on the DRAWINGS and does not account for shrinkage or swell, and does not include structural excavation or pre-excavation required to install other BID items. The unit price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Excavating, transporting, stockpiling with BMPs, and hauling excavated material to fill areas within PROJECT, or properly disposing off site

2. Placing, reworking, and compacting fill material

3. Cross hauling material

4. Moistening, drying, and reconditioning material, as necessary, to meet moisture-density requirements

5. Surface roughening and terracing BMPs as shown on the DRAWINGS

IFB1 PMAA 2027000013 7

6. Removing and hauling deleterious materials

7. Providing all other related and necessary labor, equipment, and materials to complete the WORK

b. Payment

Payment will be based on units completed and accepted.

Bid Item Pay Unit Unclassified Excavation CY Unclassified Excavation, Haul off site CY

Bid Item No. 13 : Muck Excavation

The measurement for payment for this item will be the actual number of cubic yards of material removed beyond what is required for the construction of the improvements in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. Measurement will be based upon actual field measurements and calculated volumes (no allowance for shrinkage or swell). The unit price will include all of the CONTRACTOR’s costs. This BID item will be only at the direction of the OWNER. This BID item includes, but is not limited to:

a. Excavating, hauling, and disposing material off site

b. Replacing with approved material

c. Placing approved geotextile

d. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Muck Excavation

CY

Bid Item No. 14: Topsoil

The measurement for payment for this item will be the actual number of cubic yards of topsoil excavated, properly stockpiled, and replaced in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. No measurement of this item will be made unless changes to the CONTRACT DOCUMENTS are made, in which case the OWNER will perform measurement of the modified volume. The quantity is based on the neat lines shown on the DRAWINGS and SPECIFICATIONS, and does not account for shrinkage or swell. No additional payment will be made for areas disturbed outside of construction limits or areas within construction limits that are not identified on the DRAWINGS and SPECIFICATIONS to be disturbed, unless approved by the OWNER. The unit price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Excavating topsoil and vegetation to required depths

IFB1 PMAA 2027000013 8

2. Stockpiling and segregating upland and wetland soil in an upland area

3. Removing and properly disposing of wetland topsoil

4. Protecting stockpiles from erosion

5. Preparing subgrade

6. Replacing and moistening of topsoil in the designated areas to required depths

7. Providing all other related and necessary labor, equipment, and materials required to complete the WORK

Topsoil CY

Bid Item No. 15: Type H Void-Filled Riprap (Bridge Abutment Protection)

The measurement for payment for this item will be the actual number of cubic yards of void-filled river rock riprap with bedding placed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. No measurement of this item will be made unless changes to the CONTRACT DOCUMENTS are made, in which case the OWNER will perform measurement of the modified volume. Measurement does not include the thickness of the bedding. The unit price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Furnishing, transporting, mixing, and placing all riprap, and material for filling voids

2. Excavating, backfilling, and compacting/plating

3. Removing and disposing excavated material and debris

4. Providing compacted fill required to mix with and bury riprap

5. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Type H Void-Filed Riprap (Bridge Abutment Protection)

CY

Bid Item No. 16: Structure Excavation

Bid Item No. 17: Structure Backfill (Class 1)

a. Measurement The measurement for payment for this item will be cubic yard based on BID item and in accordance with the DRAWINGS and SPECIFICATIONS. No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The

IFB1 PMAA 2027000013 9

unit price will include all of the CONTRACTOR's costs, which are not specifically measured and paid for under other BID items. This BID item includes, but is not limited to:

1. Excavating to structure subgrade, transporting, and hauling excavated material to fill areas within PROJECT, or properly disposing off site

2. Pumping, bailing, draining, and incidentals required to maintain groundwater levels required for proper execution of the WORK

3. Cross hauling material

4. Importing, placing, reworking, and compacting Structure Backfill material

5. Moistening, drying, and reconditioning material, as necessary, to meet moisture-density requirements

6. Removing and hauling deleterious materials

7. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Structure Excavation CY

Structure Backfill (Class 1) CY

Bid Item No. 18: Bedrock Sounding

The measurement for payment for this item will be per each bedrock sounding performed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR's costs.

This BID item includes, but is not limited to:

1. Providing on-site observation by a qualified geotechnical engineer

2. Mobilizing drilling equipment of sufficient size to drill to at least 20-feet below anticipated bedrock elevation as described in the DRAWINGS

3. Drilling, sampling, and logging bedrock elevation.

4. Providing test hole locations, ground elevations, and bedrock elevations to the

OWNER for review.

5. Backfilling test holes after drilling

6. Properly disposing of excavated material

7. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Bedrock Sounding EA

IFB1 PMAA 2027000013 10

Bid Item No. 20: Drilled Shafts (24” Diameter)

The measurement for payment for this item will be the lineal foot from the top of shaft elevation shown on the DRAWINGS to the bottom of the hole as drilled. No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The unit price will include all of the CONTRACTOR's costs, which are not specifically measured and paid for under other BID items. This BID item includes, but is not limited to:

1. Preparing and submitting required drilling submittals to the ENGINEER for review, including personnel qualifications, drilled shaft installation plan, and drilling logs

2. Providing on-site observation by a qualified geotechnical engineer

3. Excavating holes to the required bedrock embedment shown in the DRAWINGS and protecting holes prior before and after concrete placement

4. Constructing shear rings within the zone of bedrock embedment

5. Cleaning and inspecting the bottom of excavations

6. Furnishing, placing, and removing temporarily casing, pumping, and proper disposal of groundwater as required by the DRAWING and SPECIFICATIONS

7. Furnishing, tying, splicing, placing, and securing shaft reinforcement, including reinforcement that projects beyond the top of the shaft

8. Furnishing, transporting, and placing concrete in accordance with the

SPECIFCIATIONS

9. Forming tops of shafts as necessary to avoid mushrooming

10. Providing all other related and necessary labor, equipment, and materials to complete the WORK

b. Payment

Accepted quantities for drilled shafts will be paid for at the Contract unit price per lineal foot, except for the price adjustments allowed below:

Payment will be made under:

Drilled Shafts (24” Diameter) LF

Bid Item No. 21: Concrete Sealer

The measurement for payment for this item will be the actual number of square yards of concrete sealer applied in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR’s costs. This BID item includes, but is not limited to:

1. Furnishing penetrating sealer meeting with requirements of the SPECIFICATONS and providing certificates of compliance

2. Cleaning and preparing the concrete deck and approach slabs in accordance with the DRAWINGS and SPECIFICATIONS

3. Applying the sealer in accordance with the manufacturer’s instructions and the requirements of the DRAWINGS and SPECIFICATIONS

4. Protecting the sealer during the curing period and touch-up applications as

IFB1 PMAA 2027000013 11

required.

5. Removing and properly disposing all waste materials

6. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Concrete Sealer SY

Bid Item No. 22: Concrete (Class DF)

No measurement for payment will be made for this item. Payment for this item will be cubic yard based on BID quantity and in accordance with the DRAWINGS and SPECIFICATIONS. No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The unit price will include all of the CONTRACTOR’s costs, which are not specifically measured and paid for under other BID items. This BID item includes, but is not limited to:

1. Preparing and submitting concrete mix designs meeting the requirements of the DRAWINGS and SPECIFICATIONS

2. Furnishing, installing, and protecting void-form materials meeting the requirements of the DRAWINGS and SPECIFICATIONS

3. Erecting, maintaining, and removing falsework

4. Preparing concrete samples for required testing

5. Furnishing, placing, finishing, and protecting concrete

6. Providing protection for cold weather concreting as necessary

7. Cleaning and preparing construction joints

8. Furnishing, installing, and finishing expansion joints, including application of approved sealant

9. Properly curing concrete in accordance with the SPECIFICATIONS

10. Repairing and patching concrete defects as approved by the OWNER

11. Providing finish classes in accordance with the DRAWINGS and

SPECIFICATIONS

12. Providing all other related and necessary labor, equipment, and materials to complete the WORK Payment

Concrete Class DF CY

Bid Item No. 23: Reinforcing Steel

Bid Item No. 24: Reinforcing Steel (Epoxy Coated)

IFB1 PMAA 2027000013 12

No measurement for payment will be made for this item. Payment for this item will be by weight in pounds based on BID quantity and in accordance with the DRAWINGS and SPECIFICATIONS. No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The unit price will include all of the CONTRACTOR’s costs, which are not specifically measured and paid for under other BID items. This BID item includes, but is not limited to:

1. Providing reinforcement shop drawings for review

2. Furnishing, placing, tying, and protecting reinforcement in accordance with the

DRAWINGS and SPECIFICATIONS

3. Comply with Buy America Build America requirements and furnish certificates of compliance to the OWNER

4. Furnishing and installing slab bolsters and chairs as necessary to maintain the required clear cover

5. Cleaning, wetting, and heating (if necessary) reinforcement in preparation for concrete placement

6. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Reinforcing Steel LB

Reinforcing Steel (Epoxy Coated) LB

Bid Item No. 25: Bridge Girder and Deck Unit

No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The lump sum price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Structural design of the bridge girder and deck unit in accordance with the requirements of the DRAWINGS and SPECIFICATIONS

2. Furnishing complete fabrication drawings and calculations to the OWNER for review

3. Addressing review comments and revising the fabrication drawings and calculations as necessary

4. Comply with Buy America Build America requirements and furnish certificates of compliance to the OWNER

5. Preparing submittals and executing safety critical work plans in accordance with the SPECIFICATIONS

6. Fabricating, transporting, splicing, and erecting the bridge girder and deck unit

7. Sandblasting weathering steel elements as described in the SPECIFICATIONS

8. Shop fabrication quality control procedures and testing as described in the

SPECIFICATIONS

9. Furnishing and installing stay-in-place deck forms

IFB1 PMAA 2027000013 13

10. Fabricating, transporting, and installing all necessary hardware, anchor bolts, bearing plates, and cover plates

11. Fabricating, transporting, and erecting pedestrian railing on the wingwalls, including all necessary hardware

12. Painting handrails in accordance with the DRAWINGS and SPECIFICATIONS

13. Addressing and repairing elements damaged both before and after erection as approved by the OWNER.

14. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Bridge Girder and Deck Unit L S

Bid Item No. 26: Removal of Sidewalk

The measurement for payment for this item will be square yard based on BID item and in accordance with the DRAWINGS and SPECIFICATIONS. No separate measurement for payment will be made for any labor, equipment, and materials required for this item. The unit price will include all of the CONTRACTOR's costs, which are not specifically measured and paid for under other BID items. This BID item includes, but is not limited to:

1. Removing, hauling, and disposing of structures and obstructions including, but not limited to, existing pipe, culverts, inlets, concrete, asphalt, and any structures and obstructions that interfere with the WORK

2. Backfilling and compacting after removal of structures and obstructions

3. Moisture conditioning of suitable backfill material

4. Restoring area, as required

5. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Removal of Sidewalk SY

Bid Item No. 27: Concrete Sidewalk

The measurement for payment for this item will be the actual number of square yards of concrete placed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR’s costs. This BID item includes, but is not limited to:

IFB1 PMAA 2027000013 14

1. Sawcutting, removing, and disposing all damaged and broken concrete, gravel, or other surface debris

2. Furnishing, forming and placing concrete, including coloring and fiber-mesh and materials not otherwise provided for elsewhere in the DRAWINGS and

SPECIFICATIONS

3. Furnishing and installing expansion joints

4. Furnishing and applying the curing compounds

5. Furnishing and placing reinforcing steel

6. Furnishing, forming, and placing concrete thickened edge

Concrete Sidewalk SY

Bid Item No. 28: Aggregate Base Course (Class 6)

The measurement for payment for this item will be the actual number of square yards of Class 6 aggregate base course placed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR’s costs. This BID item includes, but is not limited to:

1. Furnishing and placing crusher fines to the required thickness and filter fabric

2. Forming and edging, including access ramps

3. Furnishing and compacting all material required for a stable subbase

4. Furnishing and applying soil sterilant

5. Excavating, backfilling and compacting

6. Removing and disposing all excess excavated material and debris

7. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Aggregate Base Course (Class 6) SY

Bid Item No. 29: Mulching (Hydromulch)

The measurement for payment for this item will be the actual number of acres of mulch placed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR’s costs. This BID item includes, but is not limited to:

1. Furnishing, transporting, and placing specified material

2. Crimping

3. Providing all other related and necessary labor, equipment, and materials to complete the WORK

IFB1 PMAA 2027000013 15

Mulching (Hydro mulch) AC

Bid Item No. 30: Seeding (Upland)

Bid Item No. 31: Seeding (Riparian)

a. Measurement The measurement for payment for this item will be the actual number of acres of seeding placed in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR's costs.

This BID item includes, but is not limited to:

1. Preparing soil, ripping, tilling and fine grading

2. Furnishing seed

3. Drilling or broadcasting seed

4. Installing temporary fence and barriers as shown on the DRAWINGS

5. Maintaining all seeded areas

6. Providing all other related and necessary labor, equipment, and materials to complete the WORK

Seeding (Upland) AC

Seeding (Riparian) AC

Bid Item No. 32: Tree Removal

The measurement for payment for this item will be the actual number of trees removed and disposed of off park in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR’s costs. This BID item includes, but is not limited to:

1.

2.

Tree Removal EA

IFB1 PMAA 2027000013 16

Bid Item No. 33: Crusher Fines Trail (6’ wide, 6” depth) - WEST

Bid Item No. 34: Crusher Fines Trail (6’ wide, 6” depth) - EAST

a. Measurement The measurement for payment for this item will be the actual number of lineal feet of 6’ wide, 6” depth crusher fine trail in accordance with the DRAWINGS and SPECIFICATIONS or as otherwise directed by the OWNER. The unit price will include all of the CONTRACTOR's costs. This BID item includes, but is not limited to:

1. Sub-grade preparation and compaction

2. Purchase, transportation, placement, compaction, and finish grading of crusher fines material, and

3. All other items of work necessary to provide a complete unit in accordance with the construction drawings and technical specifications.

4. Providing all other related and necessary labor, equipment, and materials to complete the WORK

West Crusher Fines Trail LF

East Crusher Fines Trail LF

REV1 - IFB1 PMAA 2027000013 Bid Schedule.pdf
Base Bid
REV1 - IFB1 PMAA 2027000013 Bid Schedule 1.pdf
Proposes to furnish all labor, equipment, materials, and incidentals needed to complete the Cherry Creek State Park North Shop Creek Trail Bridge Project. The work shall be completed in 200 calendar days from the date of the No...

File details come from the government source that posted it. Updated .