8-PWO1245335 EXAMPLE Site Specific Bid Schedule.pdf

Bid Schedule 004300A - 2

DOCUMENT 00 43 00

BID SCHEDULE

PART 1 GENERAL

1.1 DOCUMENT INCLUDES

A. Price schedules.

B. Measurement and payment provisions.

1.2 CONSTRUCTION CONTRACT

A. The Construction Contract is known as Directional Boring for [Location], Traffic Signal

B. Bid items for the following specific locations: [Location], [City], Utah.

1.3 REFERENCES

A. APWA 01 29 00: Payment Procedures.

B. Document 00 52 00: Agreement.

1.4 SCHEDULE TO BE ADDED TO THE AGREEMENT

A. This document will be added to the Agreement by reference.

004300A - 3

PART 2 PRICE SCHEDULES

2.1. BASE BID SCHEDULE [Location]

Item Specification Reference Number Classification of Work

Quantity Unit

Unit Price Amount

33 05 24 Directional boring, normal soil 6 – two-inch (2”) conduit, Length: 0 - 150 feet *

310 Feet $ $

Directional boring, normal soil 1 – 3-inch (3”) conduit, Length: 0 – 150 feet*

100 Feet

34 41 14 Install Type 2 Concrete Junction Box (County will provide boxes.)

3 Each $ $

3 03 30 10 Remove and Replace Concrete 200 SF $ $

4 01 71 13 Mobilization and Demobilization Lump Sum $ $

5 00 72 00 Permits Lump Sum $ $

6 01 55 26 Traffic Control Lump Sum $ $

7 31 23 16 Utility Location Lump Sum $ $

8 Landscaping Restoration Lump Sum $ $ 9 Attempt fee Each $ $

*NOTE: Unit price MUST be equal to or lower than the unit price bid in the original bid documents.

Total Base Bid = $_____________________

Contractor Name: _______________________________________________________________

004300A - 4

PART 3 MEASUREMENT AND PAYMENT

3.1 GENERAL

A. Units of measurement are listed above in the price schedule(s).

B. See measurement and payment procedures in APWA Section 01 29 00.

C. ENGINEER will take all measurements and compute all quantities.

D. CONTRACTOR will verify ENGINEER’s measurements and computations.

E. CONTRACTOR will provide all equipment, workers, and survey crews to assist

ENGINEER in making measurements.

3.2 ATTEMPT FEE

A. Bid price covers cost of an unsuccessful drilling attempt due to obstruction or change made by OWNER. Changes made by CONTRACTOR will not justify payment of an attempt fee. No per foot cost allowed if the attempt fee is paid. Contact Project Manager if a situation arises where boring cannot be completed, and payment of an attempt fee may be requested.

Measurement: Each

3.3 DIRECTIONAL BORING

A. Bid price covers cost of labor, equipment and materials necessary to excavate bore pit, remove and dispose of excavated materials, bore conduit, tie conduit into existing box or boxes installed by the Contractor, and clean up after boring is complete.

Unit price MUST be equal to or lower than the unit price bid in the original bid documents.

Measurement: Linear feet, measured from mule tape

3.4 INSTALL CONCRETE JUNCTION BOX

A. Bid price covers cost of labor, equipment, and materials necessary to excavate, remove and dispose of excavated material, prepare base material, drill holes for conduit, install box, terminate conduits in box, place and compact backfill to four (4) inches below surrounding elevation. Install concrete collars around junction box (10) inches wide and two (2) inches deep level with the top of the box and surrounding elevation. Also includes connecting conduit from traffic signal pole foundation to the box. Install

5/8”x 8’ground rod in junction box. County will provide boxes.

Measurement: Each

004300A - 5

3.5 LANDSCAPING RESTORATION

A. Bid price covers cost of restoring landscaping to condition prior to the

CONTRACTOR starting construction. Including but not limited to installing 4 inches of topsoil and sod, replacing damage plantings, irrigation system repair including piping, fittings and sprinkler heads that match existing system, replacing damaged landscape fabrics and rocks. Contractor is strongly encouraged to document condition of landscaping prior to construction with photos or video.

Measurement: Lump sum

3.6 MOBILIZATION AND DEMOBILIZATION

A. Bid price covers cost of preparatory work and operations necessary for moving personnel, equipment, supplies and incidentals to the project site before beginning work and the removal of same upon completion of work.

Measurement: Lump sum

3.7 PERMITS

A. Bid price covers cost to obtain permits from all appropriate state and local agencies and maintain permits throughout construction.

3.6 REMOVE AND REPLACE CONCRETE FLATWORK

A. Bid price covers cost of labor, equipment, and materials necessary to remove concrete, properly disposal of existing concrete, and prepare sub-base and base and place new concrete flatwork to local jurisdiction’s standards.

Measurement: Square feet

3.8 TRAFFIC CONTROL

A. Bid price covers cost of creating, implementing, and maintaining a traffic control plan acceptable to the ENGINEER, including vehicular and pedestrian protection from work zone, barricades, cones, barrels, or other traffic control device. Local agencies may require a copy of the traffic control plan for approval. Traffic control shall comply with the MUTCD. Payment will be made upon completion of project.

3.9 UTILITY LOCATION

A. Bid price covers cost of excavation, regardless of depth, to locate existing utility, backfilling, compaction, and surface restoration to the local jurisdiction’s standards or other method of locating utilities approved by the ENGINEER.

END OF DOCUMENT