2-BID SUMMARY - PRT 1300 E UTA Bridge Crossing.pdf

PORTER ROCKWELL TRAIL 1300 EAST UTA BRIDGE CROSSING

Proposal Sheet - 1

PROPOSAL

1. The Bidder proposes and agrees, if this bid is accepted, to enter into an

Agreement with Owner in the form included in the Contract Documents to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the Contract Documents.

2. Bidder accepts all of the terms and conditions of the Bidder Information.

3. Bidder accepts responsibility for all control, testing and acceptance of materials as per Draper City Specifications.

4. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work on time.

5. The terms used in this Bid which are defined in the provisions of the

Construction Agreement or General Conditions included as part of the Contract Documents have the meanings assigned to them in the Construction Agreement or General Conditions.

Include in lump sum or unit price all labor, materials, tools, equipment, and required testing for the work described in the plans and specifications. Bids shall include sales tax and all other applicable taxes and fees. All work shall conform to the Draper City Standard Specifications and Details for Municipal Construction, latest edition.

Proposal Sheet - 1

PORTER ROCKWELL TRAIL 1300 EAST

UTA BRIDGE CROSSING IMPROVEMENTS

BID SCHEDULE

The Bid Schedule contains the schedule of prices that will be incorporated into the Agreement by reference. BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the indicated unit prices or lump sum prices. Measurement shall be made in the units or lump sums shown on the bid schedule.

PROVIDE COPY OF BID IN PDF FORMAT. MAY UTILIZE EXCEL SPREADSHEET OF BID

SCHEDULE PROVIDED.

BID

ITEM DESCRIPTION QUANTITY UNIT

1 Storm Water Pollution Prevention 1 LS

2 Clearing and Grubbing (including fencing, post, & tree removal) 1 LS

3 Asphalt Removal (including saw cut) 18 CY

4 Railroad Track Removal and Salvage 170 LF

5 Railroad Ballast Removal 2200 SF

6 Earthwork 1 LS

7 4" Future Use Conduit 35 LF

8 Asphalt Path - 4" thick w/ 8" UBC 10,165 SF

9 Native Hydroseed 3,282 SY

A. MEASUREMENT AND PAYMENT

1. Measurement and calculation of quantities for payment to be as indicated in this section.

2. Unit prices or lump sum amounts to include full compensation for furnishing all labor, materials, products, tools, equipment, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit, and doing all work shown on the Drawings, defined in the Specifications, and/or stipulated herein.

3. Payment covers the cost of incidental work which includes: general condition items; construction surveying; construction coordination;

Proposal Sheet - 2 clean up; compliance control; submittals; material storage;

equipment storage; construction water; permits; traffic control;

safety program; insurance; bonding; warranty; material disposal;

protection of existing utilities; locating existing utilities; sanitary provisions; contract administration; project management; progress schedule; quality control program; mobilization; temporary facilities;

construction surveying; unclassified excavation; pot hole excavations; trench shoring or trench boxes as applicable; removal and disposal of waste materials; trench dewatering; miscellaneous dewatering; repairing existing utilities damaged upon construction;

protecting cast-in-place concrete from extreme weather; removal and replacement of landscape materials irrigation systems equal to or better than existing if damaged by the CONTRACTOR’S operations and all other damages to existing improvements resulting from the completion of the specified Contract Work;

supporting existing utilities extending through trench section;

coordinating utility relocations to be performed by others;

demobilization; site cleanup; and all other necessary work, to install the Work complete in place.

B. BID ITEM DESCRIPTIONS

Schedule A:

1. Storm Water Pollution Prevention Plan (SWPPP)

Storm Water Pollution Prevention Plan shall consist of work and operations, including but not limited to, all work involved in developing and implementing a storm water pollution prevention plan (SWPPP), as well as the implementation of construction site best management practices (BMP’s) for sediment control, tracking control, non-storm water management, waste management, and materials pollution control and all other methods used to control water pollution effectively during construction as identified in the SWPPP. The SWPPP shall include temporary concrete washout, inlet protection, and any BMP’s the Contractor deems necessary above and beyond those items cited in this description.

Due to the fact that the site is under 1 acre, a formal SWPPP with NOI with the state is not required. However, the Contractor shall provide a plan showing BMP’s and identify measures to control mud, dust, and debris and apply for a Storm Water Permit with Draper City at www.Draperutah.gov/290/Permits-Applications .

http://www.draperutah.gov/290/Permits-Applications

Proposal Sheet - 3

The contractor shall secure the permit prior to the commencement of construction activities.

The contract lump sum price paid for storm water pollution prevention plan shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in developing and implementing the SWPPP as specified herein and as directed by the Engineer.

2. Clearing and Grubbing

Work shall conform to the provisions in Section 02220, “Excavation,” and Section 02020, “Clearing and Grubbing,” of the Standard Specifications and these special provisions.

Work shall include removal and disposal of items on the plan, including fencing, concrete post, tree, and the clearing of vegetation and items identified in the referenced specifications, and other miscellaneous items requiring removal that are not covered in other bid items.

The contract lump sum price paid for bid item shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in Clearing and Grubbing, including hauling and disposal of removed material as needed, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

3. Asphalt Removal

Asphalt Removal shall conform to the provisions in Section 02115, “Concrete and Asphalt Pavement Removal”, and Section 02220, “Excavation”, of the Standard Specifications and these special provisions.

Work shall include the removal of existing asphalt identified on the demolition plan, including required saw cutting.

Quantities of Asphalt Removal will be computed by means of average areas and distances between these areas. If it is impossible or impractical to measure quantities of roadway excavation by means of average areas, the Engineer will compute the quantities of

Proposal Sheet - 4 material excavated by a method which in the Engineer’s opinion is best suited to obtain an accurate determination. Quantities of Asphalt Removal, as specified herein, will be paid for at the contract price per cubic yard. That price shall include saw cutting, milling, excavating, hauling, and legal disposal. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing Roadway Asphalt Removal work completely as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

4. Railroad Track Removal and Salvage

Railroad Track Removal item shall conform to UTA requirements, as noted on Sheet G1.0, and these special provisions.

Work shall include the removing, salvaging, stacking existing rail, ties, and spikes. Rail is to be severed at the joint connection and neatly stacked. Ties to be removed and neatly stacked. Rail spikes to be gathered and clustered in piles. UTA reserves all salvage rights to tracks and ties. Upon removal, Contractor to notify UTA for scheduling of haul/salvage.

Quantities will be determined by actual linear foot removed and salvaged. The contract price paid per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in Railroad Track Removal item as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

5. Railroad Ballast Removal

Railroad Ballast Removal shall conform to UTA requirements, as noted on Sheet G1.0, the provisions in Section 02220, “Excavation”, of the Standard Specifications and these special provisions.

Work shall include the removal of existing railroad ballast as required to construct the trail identified on the plans. Aggregates/Soil in the ballast section to be segregated and handled separately from

Proposal Sheet - 5 embankment soil. Ballast material may contain contaminants and to remain onsite. Ballast material to be used as fill material, and erosion control, and distributed within the railroad corridor and compacted. Any ballast material exported from site must meet UTA’s testing and certification requirements.

Quantities of Railroad Ballast Removal to be paid for will be measured by the square foot of ballast removed. The contract price paid per square foot of ballast removal shall include excavating, hauling, and placement onsite or legal disposal, per UTA requirements. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing Railroad Ballast Removal work completely as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

6. Earthwork

Earthwork shall conform to the provisions in Section 02220, “Excavation”, Section 02230, “Granular Materials, Flowable Fill, and Topsoil”, and Section 02240, “Backfill, Compaction, and Embankment”, and Section 02910, “Grading for Landscapes” of the Standard Specifications, the Geotechnical Report, and these special provisions.

Work shall include the required excavation and grading required for the trail work as identified on the grading plans. Due to UTA’s requirements regarding the exporting of material, an earthwork balance is the intent of this project. All excavated material to distributed and placed on site. Any material exported from site must meet UTA’s testing and certification requirements.

The contract lump sum price paid for Earthwork shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in Earthwork.

That price shall include excavating, exporting, disposal, sloping, rounding tops and ends of earthwork, hauling, depositing, spreading and compacting the material complete in place, and preparing subgrade to a grading plane not more than one-half (0.5) inch above the line and grade established by the Engineer. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all

Proposal Sheet - 6 the work involved in performing Earthwork completely as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

7. Future Use 4” Conduit

Future Use Items shall conform to the provisions on the plans and these provisions.

Work shall include the installation of conduit sleeve under paved trail to accommodate the restoration of the irrigation to be done by others.

The contract price paid lump sum for Future Use Items shall include full compensation for furnishing all labor, materials, conduits, fittings, pull rope, tools, equipment and incidentals, and for all the work involved in installing the future use item as specified in the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.

8. Asphalt Path - 4” Thick w/8” UBC

Asphalt item shall be of a ½” gradation performance grade (PG) 58-28 hot mix asphalt design and shall conform to the provisions in Section 02503, “Bituminous Paving Course”, and Section 02513, “Bituminous Concrete Paving Materials”, of the Standard Specifications and these special provisions.

SPECIAL PROVISIONS

a) 4” HMA Surface Course shall be a ½” mix

b) Mix Design: Marshall

c) Binder Grade: PG 58-28

d) RAP Content: 15% Max.

e) Compactive Effort: 50 Blows

f) Nominal Aggregate Size: ½ inch

g) Minimum % VMA: 13-15

h) %VFA: 65-78

Quantities of asphalt item to be paid for will be measured by the square foot of constructed asphalt over UBC. The contract price paid per square foot of asphalt shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in hauling and constructing hot mix

Proposal Sheet - 7 asphalt and UBC, complete in place, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

9. Native Hydroseed

Seed shall conform to the provisions in Section 02920, “Seed, Turf Seed, and Turf Sod”, Section 02925, “Topsoil” and Section 02935, “Vegetation Establishment Period” of the Standard Specifications and these special provisions.

Quantities of Seed to be paid for by the square yard will be calculated on the basis of the dimensions shown on the plans adjusted by the amount of any change ordered by the Engineer.

No allowances will be made for seed placed outside those dimensions unless otherwise ordered by the Engineer. The contract price paid per square yard for seed shall include full compensation for all labor, equipment, tools, and materials, to complete the seeding in accordance with the plans and specifications including but not limited to surface preparation, seeding, organic material, fertilizer, protection of work, cleaning, and vegetation establishment period (see specification Section 02935).

END OF MEASUREMENT AND PAYMENT

SPECIAL PROVISIONS