1 - Sidewalk Full RFP Packet.pdf

00100 Ad for Bid 00100-1

SECTION 00100

ADVERTISEMENT FOR BID

Sealed BIDS for construction of the Mountain Village Boulevard Sidewalk Project, will be received by email only until 3:00pm, Wednesday, June 19, 2024, at which time they will be publicly opened and read aloud. Bids shall be emailed to Jim Loebe at jloebe@mtnvillage.org .

The project generally consists of construction of a new sidewalk and retaining wall under the Lower Village Bypass Bridge next to Mountain Village Boulevard.

Bids will only be accepted from qualified general contractors or joint ventures that have demonstrated experience in construction projects of this type. Project award will be based on the best interest of the Town.

Copies of the Contract Documents may be obtained using the Rocky Mountain E-Purchasing website at https://www.bidnetdirect.com/colorado/solicitations/open-bids/page1 or by visiting https://townofmountainvillage.com/government/bids-rfps/procurement-materials/ and clicking on the Mountain Village Boulevard Sidewalk Request for Proposals.

An optional (non-mandatory) pre-bid meeting will be held at 11:00 am, Thursday, June 6, 2024.

Meet in front of The Village Market at 455 Mountain Village Boulevard, Mountain Village, Colorado with a site walk to follow. Questions must be submitted by 5pm, end of business day on June 11, 2024. All questions should be directed to Jim Loebe at jloebe@mtnvillage.org . The Town reserves the right to refuse any and all bids.

Town of Mountain Village Jim Loebe mailto:jloebe@mtnvillage.org https://www.bidnetdirect.com/colorado/solicitations/open-bids/page1 https://townofmountainvillage.com/government/bids-rfps/procurement-materials/ mailto:jloebe@mtnvillage.org

SECTION 00310

BID SCHEDULE

Town of Mountain Village, Mountain Village Boulevard Sidewalk Project

ITEM QTY UNITS DESCRIPTION UNIT PRICE TOTAL

1 1 LS MOBILIZATION

(Unit Price - Words) $ $

2 1 LS TRAFFIC CONTROL (CIP)

(Unit Price - Words) $ $

3 1 LS CONSTRUCTION SURVEYING

(Unit Price - Words) $ $

4 1 LS EROSION CONTROL (CIP)

(Unit Price - Words) $ $

5 225 SY SIDEWALK REMOVAL

(Unit Price - Words) $ $

6 40 CY CONCRETE SIDEWALK-THICKENED, CURB & GUTTER

(Unit Price - Words) $ $

7 30 CY CONCRETE SIDEWALK

(Unit Price - Words) $ $

8 260 SF ROCKERY RETAINING WALL

(Unit Price - Words) $ $

9 60 CY CLASS 6 ABC

(Unit Price - Words) $ $

10 140 CY UNCLASSIFIED EXCAVATION

(Unit Price - Words) $ $

11 1 ACRE SITE RESTORATION

(Unit Price - Words) $ $

12 1 LS TREE REMOVAL

(Unit Price - Words) $ $

13 40 LF 18" ADS N12

(Unit Price - Words) $ $

00310 Bid Schedule.doc 00310 - 1

SECTION 00310

BID SCHEDULE

Town of Mountain Village, Mountain Village Boulevard Sidewalk Project

14 2 EA CDOT TYPE C INLET

(Unit Price - Words) $ $

15 45 CY RIP RAP

(Unit Price - Words) $ $

TOTAL BASE BID $

TOTAL BASE BID

Written Words

Submitted by:

Company

Address

Submitted by:

Please type or print

Signature/Tile of Authorized Personnel

Date of Bid:

00310 Bid Schedule.doc 00310 - 2

EJCDC C-410 Suggested Bid Form for Construction Contracts

Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved.

SECTION 00410

BID FORM

Project Identification: THE TOWN OF MOUNTAIN VILLAGE, MOUNTAIN VILLAGE

BOULEVARD SIDEWALK PROJECT

TABLE OF CONTENTS Page

Article 1 – Bid Recipient

Article 2 – Bidder’s Acknowledgements

Article 3 – Bidder’s Representations

Article 4 – Bidder’s Certification

Article 5 – Basis of Bid

Article 6 – Time of Completion

Article 7 – Attachments to This Bid

Article 8 – Defined Terms

Article 9 – Bid Submittal

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to: The Town of Mountain Village

455 Mountain Village Blvd, Ste. A Mountain Village, Colorado 81435

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged:

Addendum No. Addendum Date

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in SC-4.02 as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in SC-4.06 as containing reliable "technical data."

E. Bidder has considered the information known to Bidder; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

F. Based on the information and observations referred to in Paragraph 3.01.E above, Bidder does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more

Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents, Section 00310

Bid Schedule and Section 01025 Measurement and Payment for the following price(s):

[SUGGESTED FORMAT FOR UNIT PRICE BID]

Item No. Description Unit Estimated Quantity Bid Unit Price Bid Price

Total of All Bid Prices $

Unit Prices have been computed in accordance with Paragraph 11.03.B of the General Conditions.

Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are submitted with and made a condition of this Bid:

A. List of Project References;

B. Evidence of authority to do business in the state of the Project; or a written covenant to obtain such license within the time for acceptance of Bids;

C. Contractor’s License No.: ____________ or Evidence of Bidder’s ability to obtain a State Contractor’s License and a covenant by Bidder to obtain said license within the time for acceptance of Bids;

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the

Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

ARTICLE 9 – BID SUBMITTAL

9.01 This Bid is submitted by:

If Bidder is:

An Individual

Name (typed or printed):

By:

(Individual’s signature)

Doing business as:

A Partnership

Partnership Name:

By:

(Signature of general partner -- attach evidence of authority to sign)

Name (typed or printed):

A Corporation

Corporation Name:

(SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):_______

By:

(Signature -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(CORPORATE SEAL)

Attest

Date of Qualification to do business in State of Colorado is ____/____/____.

A Joint Venture

Name of Joint Venture:

First Joint Venturer Name:

(SEAL)

By:

(Signature of first joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

Second Joint Venturer Name: (SEAL)

By:

(Signature of second joint venture partner -- attach evidence of authority to sign)

Name (typed or printed):

Title:

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

Bidder's Business Address

Phone No. _____________________________________ Fax No.

E-mail ______________________________ _______

SUBMITTED on , 20____.

State Contractor License No. . [If applicable]

01025 Measurement and Payment 01025-1

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 SUMMARY

This section describes the procedure for Application for Payment by the Contractor.

This section establishes the basis of payment, application format, application content and application review process required by the Owner before they will process the application for actual payment.

1.02 RELATED SECTIONS

A. Section 500 – Agreement

B. Section 620 – Contracor’s Application of Payment

C. Section 700 - General Conditions: Progress Payments, Retainage and Final

Payment

D. Section 800 - Supplemental General Conditions

E. Section 01700 - Contract Closeout

1.03 FORMAT AND DATA REQUIRED

A. Submit Applications for Payment and all other required forms and information to the Engineer.

B. Provide itemized data on continuation sheets.

C. Format, schedules, line items, and values: Those of the approved Schedule of

Values.

1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT

A. Prepare Application for Payment and all other required information to Engineer in accordance with terms and schedule established in the General Conditions, Supplemental General Conditions and the Agreement Between Owner and Contractor, or as otherwise negotiated between Owner and Contractor.

B. Application Form

1. Required information completed, including that for Change Orders executed prior to the date of submittal of application.

2. Summary of dollar values to agree with the respective totals indicated on the continuation sheets.

01025 Measurement and Payment 01025-2

C. Continuation Sheets.

1. Total list of all scheduled component items of Work, with item number and the scheduled dollar value for each item.

2. Dollar value in each column for each scheduled line item when work has been performed.

3. Each Change Order executed prior to the date of submission shall be listed at the end of the continuation sheets.

4. List by Change Order number and description as for an original component item of work.

D. Contractor shall execute certification with the signature of a responsible officer of the Contractor's firm.

1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS

A. When Owner or Engineer requires substantiating data, Contractor shall submit suitable information with a cover letter identifying:

1. Project name and number.

2. Application number and date.

3. Detailed list of enclosures.

B. Submit one (1) copy of data and cover letter for each copy of application.

1.06 SCHEDULE OF VALUES

A. Refer to General Conditions for requirements.

B. Where payment is to be based on unit bid prices, correlate Schedule of Values with bid items.

C. Where payment is to be based on fixed price, correlate Schedule of Values with divisions and sections of specifications, unless otherwise approved by the Engineer.

D. On Bid items to be paid as lump sum that may extend beyond a single pay estimate, a schedule of values shall be submitted to Owner a minimum of 10 days prior to Work on that item. Adequate detail shall be given to allow a value to be placed on Work completed during any given pay estimate. Where payment is to be based on unit Bid prices, correlate schedule of values with divisions and sections of Specifications, unless otherwise approved by the Engineer. If separate payment is to be requested for materials suitably stored but not installed, paid invoices for the item shall be submitted.

01025 Measurement and Payment 01025-3

E. The Schedule of Values line item for mobilization shall be paid for as a lump sum and shall include all fixed costs for the Work; by way of example, mobilization and de-mobilization, bond and insurance costs, etc. The first partial pay request shall include not more than 75% of this Bid amount; 25% of this Bid amount shall be paid on the final pay request.

1.07 PREPARATION OF APPLICATION FOR FINAL PAYMENT

A. Contractor shall complete Application form as specified for progress payments.

B. Continuation sheets used for presenting the final statement of accounting as specified in Section 01700-Contract Closeout.

1.08 SUBMITTAL PROCEDURE

A. Submit Application for Payment and all required information to Engineer for review in accordance with the established schedule. Application and all related forms shall be properly executed by signature of a responsible officer of the Contractor's firm.

B. Engineer to review and verify Application for Payment within established schedule. Contractor shall make corrections noted by Engineer and re-submit three copies of Application to Engineer.

C. When Engineer finds the Application complete and correct, Engineer will transmit two copies of the complete Application packet to Owner for processing.

1.09 BASIS OF PAYMENT

Progress payments will be made on the basis of Engineer’s opinion of completed work of individual project components, plus suitably stored materials on-hand, per the approved Schedule of Values and in accordance with the terms of the General Conditions and Agreement

A. LUMP SUM PRICES

1. Where lump sum prices are given for a described portion of the work, that price shall cover all materials, equipment and labor necessary to acquire, deliver, store and install that portion of the work, complete and in place, as shown and indicated in the drawings and as described in the Project Manual.

2. Quantities given in the bid form are estimates for the purpose of evaluating bids. Consequently, some differences may arise in actual and bid quantities.

3. Quantities given for lump sum items, including earthwork, are estimates only. The Contractor should satisfy himself as to the actual quantities required to complete the work described in the plans and these specifications. Unit costs for earthwork will not be employed to determine payment.

01025 Measurement and Payment 01025-4

B. UNIT PRICE BID ITEMS

1. Payment for work included in unit price bid items shall be based on the completed value of each unit in such quantity actually installed as measured and determined by the Engineer unless the approved Schedule of Values provides sufficient detail for measurement and payment of partial progress of work.

2. Unit pricing shall include all materials, equipment and labor necessary to complete the bid item as shown and indicated in the project documents.

3. Quantities given in the bid form are estimates for the purpose of evaluating bids. Consequently, some differences may arise in actual and bid quantities.

4. Contractor or Owner may request re-negotiation of Unit Price for an item if the actual field measured work done for that item differs from the estimated quantity by more than 50% under the following terms:

a) Contractor shall not make any claim for damages for any work item for which the actual field measurement does not differ from the estimated quantity by more than 50%, higher or lower.

b) Re-negotiated Unit Prices shall be based on actual costs to Contractor for the specific work item plus a reasonable allowance for overhead and profit.

c) Re-negotiating the Unit Price shall not increase or decrease the Unit Price by more than 10 percent.

d) Contractor shall submit to Owner satisfactory data substantiating the actual costs and overhead rate to perform the Work covered by the Unit Price being re-negotiated..

5. No payment will be made if the entire bid item is unused.

C. MINOR CONTRACT REVISIONS

1. If provided on the Bid Schedule, the Minor Contract Revisions line item is for the sole use of Owner at Owner’s discretion for changes to the project.

2. The Contractor’s shall include the dollar amount provided by the Owner for Minor Contract Revisions in his base bid total.

3. The intent of this line item is provide the Owner’s designated project manager a mechanism to approve minor changes to the work, either from Contractor requested changes or from Owner modification, without unnecessary project delay and without further approval by the Owner.

4. The Owner shall retain all unused monies in this line item.

5. The Owner shall direct Contractor in writing when this line item is to be used along with the amount to be included in the Application for Payment.

01025 Measurement and Payment 01025-5

D. ALLOWANCE

1. If provided on the Bid Schedule, an Allowance line item is for the sole use of Owner at Owner’s discretion for changes to the project.

2. Allowance line items shall be administered per conditions of GC-11.02.

3. The Owner shall direct Contractor in writing when this line item is to be used along with the all pertinent specifying information for purchase by contractor.

4. Constractor shall submit purchase receipts documenting the cost of owner requested materials with pay application for reimbursement.

1.10 BID ITEMS

A. Bid Item # 1 - Mobilization

1. Description

a) The complete mobilization portion of the project is covered under this single lump sum item.

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the mobilization portion of the project complete and in place project as described in the project documents.

3. Payment Basis

a) Lump Sum

4. Estimated Quantity

a) 1

B. Bid Item # 2 - Traffic Control (CIP)

a) The complete traffic control portion of the project is covered under this single lump sum item.

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the traffic control portion of the project including the development of traffic control plan, methods of handling traffic, placement and maintenance of traffic control devices, traffic control management, and all other elements essential to the safe movement of vehicular and pedestrian traffic through and around the work area complete and in place project as described in the project documents.

01025 Measurement and Payment 01025-6

C. Bid Item # 3 - Construction Survey

a) The complete construction survey portion of the project is covered under this single lump sum item.

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the construction survey portion of the project complete and in place project as described in the project documents.

D. Bid Item # 4 - Erosion Control (CIP)

a) The complete erosion control portion of the project is covered under this single lump sum item.

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the erosion control

E. Bid Item # 5 - Sidewalk Removal

a) This line item is for the sidewalk removal as shown in the project documents

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the sidewalk removal

01025 Measurement and Payment 01025-7

a) Per square yard

a) 225

F. Bid Item # 6 - Concrete Sidewalk-Thickened, Curb & Gutter

a) This line item is for the thickened concrete sidewalk with attached curb and gutter as shown in the project documents.

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the thickened concrete sidewalk with attached curb and gutter complete and in place project as described in the project documents.

a) Per cubic yard

a) 40

G. Bid Item # 7 - Concrete Sidewalk

a) This line item is for the concrete sidewalk as shown in the project documents.

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the concrete sidewalk complete and in place project as described in the project documents.

a) 30

H. Bid Item # 8 - Rockery Retaining Wall

a) This line item is for rockery retaining wall as shown in the project

01025 Measurement and Payment 01025-8

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the rockery retaining wall portion of the project complete and in place project as described in the project documents.

a) Per square foot

a) 260

I. Bid Item # 9 - Class 6 ABC

a) This line item is for the Class 6 aggregate base course as shown in the project documents

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the class 6 aggregate base course portion of the project complete and in place project as described in the project documents.

4. Estimated Quantity

a) 60 linear feet

J. Bid Item # 10 - Unclassified Excavation

a) This line item is for the unclassified excavation as shown in the project documents.

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the unclassified excavation portion of the project complete and in place project as described in the project documents.

4. Estimated Quantity

a) 140

K. Bid Item # 11 - Restoration

01025 Measurement and Payment 01025-9

a) This line item is for the restoration portion as desribed in the project documents equipment and other associated costs for the restoration portion of the project including restoration of pavement, graveled areas and dirt/grass areas of any kind.

a) Per acre

L. Bid Item # 12 - Tree Removal

a) This line item is for the tree revomal as shown in the project documents.

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the tree removal portion of the project complete and in place project as described in the

M. Bid Item # 13 - 18” ADS N12

a) This line item is for the 12-inch ADS N12 storm drain line installed to a bury depth as shown in the project documents

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the 18-inch ADS N12 storm drain line portion of the project including excavation and backfill, bedding, compaction and all fittings complete and in place project as described in the project documents.

a) Per linear foot

a) 40

01025 Measurement and Payment 01025-10

N. Bid Item # 14 - CDOT Type C Inlet

a) This line item is for the CDOT Type C inlets installed at locations shown in the project documents.

2. Specific inclusions, exclusions or special considerations

a) This line item shall include all overhead, labor, materials, equipment and other associated costs for the CDOT Type C inlets portion of the project including excavation and backfill, bedding, and compaction complete and in place project as described in the

a) Per each

4. Estimated Quantity

a) 2

O. Bid Item # 16 - Rip Rap

a) This line item is for rip rap as shown in the project documents.

equipment and other associated costs for the rip rap portion of the project complete and in place project as described in the project

a) 45

END OF SECTION

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Scope of Work Construction of a new sidewalk and retaining wall under Lower Village Bypass Bridge next to Mountain Village Boulevard.

Project Site

Project Contacts

Brandyn Bair, P.E.

1 Cover 2 Site & Grading Plan 3 Sidewalk Plan & Profile 4 Site Details (1) 5 Site Details (2)

Sheet Index

Vicinity Map

Project Engineer brandynb@sgm-inc.com (970) 384-9024

Brandyn Bair, P.E. 42640

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Mountain Village Boulevard Sidewalk Project

Town of Mountain Village

Town of Mountain Village

555 RiverGate Lane, Suite B4-82 Durango, CO 81301 970.385.2340 www.sgm-inc.com

Jim Loebe Owner/Client Address Telluride, CO, 81435

Bid Set April 2024

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PLAT OF LOT 22 AND REPLAT OF LOT 20 TMV (PLAT BOOK 1, PAGE 925)

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TRACT OS 1-C

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TELLURIDE MOUNTAIN VILLAGE REPLAT NO. 3 (PLAT BOOK 1, PAGE 577)

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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WV

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ELECTRIC VAULT

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12" CULVERT OUTLET - 9496.97'

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CATCH BASIN WITH 24" CULVERT RIM - 9484.04' INLET - 9477.60'

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24" CULVERT INLET - 9471.96'

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18" CULVERT INLET - 9474.42'

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18" CULVERT INLET - 9478.25'

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CONCRETE PATH CONTINUES BEYOND TOPOGRAPHIC AREA

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CONCRETE PATH CONTINUES BEYOND TOPOGRAPHIC AREA

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CONCRETE PATH

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CONCRETE PATH

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STONE RETAINING WALL

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STONE RETAINING WALL

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1' IRON PIPE (ON BRIDGE)

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SPOT ELEVATIONS WITHIN HATCHING REPRESENT BRIDGE SURFACE

AutoCAD SHX Text SPOT ELEVATIONS WITH RECTANGULAR BORDER REPRESENT THE ELEVATION OF THE UNDERSIDE OF BRIDGE

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CARSONITE POST - GAS (UNDER BRIDGE)

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SKI AREA BOUNDARY SIGNS

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FOOTBRIDGE

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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CONTROL

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POINT

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SITE BENCHMARK 12 INCH SPIKE ELEVATION - 9489.62' N 470,035.139 E 323,364.327

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STONE RETAINING WALL

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(PAVED, 60' RIGHT-OF-WAY)

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(PAVED, 60' RIGHT-OF-WAY)

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TRACT OS 3G

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TELLURIDE MOUNTAIN VILLAGE REPLAT NO. 3 (PLAT BOOK 1, PAGE 577)

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EDGE OF GRAVEL

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EDGE OF GRAVEL

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EDGE OF GRAVEL

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STOP SIGN

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WATER VALVE

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LIGHT POST WITH ELECTRIC VAULT

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LIGHT POST WITH ELECTRIC VAULT

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GUARD RAIL

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COMMUNICATIONS PEDESTAL

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20 MPH LIMIT SIGN

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MOUNTAIN VILLAGE BOULEVARD

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MOUNTAIN VILLAGE BOULEVARD

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LOWER VILLAGE BYPASS

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(SKI RUN)

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LOWER VILLAGE BYPASS

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(SKI RUN)

AutoCAD SHX Text EX. SIDEWALK TO BE REMOVED. LOCATION APPROXIMATE. SAWCUT TO NEXT ADJACENT JOINT LINE FROM LIMITS OF WORK.

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6' WIDE SIDEWALK

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8' WIDE SIDEWALK

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PROTECT EX. LIGHT POLE AND RESET ELECTRIC VAULT

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REMOVE TREES

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TRIM TREES IF REQUIRED

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ROADSIDE DRAINAGE SWALE 9" THICK 6"D50 RIPRAP

AutoCAD SHX Text REMOVE AND REINSTALL CARSONITE POST FOLLOWING INSTALLATION OF TRAIL AT BASE OF CURB, OR AT LOCATION DETERMINED BY OWNER/ENGINEER

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NEW CONCRETE SIDEWALK AND CURB WITH DOWNTURNED EDGE SEE SHEET 4. 4. .

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BACKFILL GAP BETWEEN RETAINING WALL AND SIDEWALK WITH "-1" 12"-1" CRUSHED STONE

AutoCAD SHX Text CONTRACTOR TO EXCAVATE AND FIELD VERIFY LOCATION OF GAS LINE PRIOR TO START OF WORK VIA TWO TEST PITS

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4' MAX HEIGHT RETAINING WALL

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3.5' MAX HEIGHT RETAINING WALL

AutoCAD SHX Text RESEED EXPOSED SOIL WITH NATIVE GRASS SEED MIX PER MOUNTAIN VILLAGE STANDARDS SEE DETAIL SHEET 55

AutoCAD SHX Text ON WINGWALL SIDES, SHIELD EXPOSED DIRT AROUND ABUTMENT CORNERS UNDER WINGWALLS WITH 4" THICK NON-SHRINK GROUT OR CONCRETE PRIOR TO FINISH WORK. TERMINATE STEEL WRAPPING BELOW STARTING EDGE OF ROCKERY WALL BATTER, APPX 10 LF.

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6" D50 RIP RAP

AutoCAD SHX Text APPX 50 LF PILE SUPPORTED BRIDGE ABUTMENT WITH STONE VENEER. FINISH EXPOSED CONCRETE BELOW VENEER: PLACE 2X4 FURRING STRIPS AND INSTALL CORRUGATED COR-TEN STEEL WITH STONE COPING OR DRIP CAP PER PUBLIC WORKS. PUBLIC WORKS TO PROVIDE CORRUGATED STEEL, WORK BY CONTRACTOR

AutoCAD SHX Text I:\Durango\007-06 TMV\2021\Walking Path\H-Dwgs\Civil\PS-SheetSet\TMV-SitePlan.dwg Plotted: 4/17/2024 4:27 PM By: Mahalie Hill Plotted: 4/17/2024 4:27 PM By: Mahalie Hill4/17/2024 4:27 PM By: Mahalie Hill By: Mahalie HillMahalie Hill

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SIDEWALK ALIGNMENT

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LOT 20

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PLAT OF LOT 22 AND REPLAT OF LOT 20 TMV (PLAT BOOK 1, PAGE 925)

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TRACT OS 1-C

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TELLURIDE MOUNTAIN VILLAGE REPLAT NO. 3 (PLAT BOOK 1, PAGE 577)

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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TREELINE

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WV

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ELECTRIC VAULT

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12" CULVERT OUTLET - 9496.97'

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12" CULVERT INLET - 9497.53'

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CATCH BASIN WITH 24" CULVERT RIM - 9484.04' INLET - 9477.60'

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24" CULVERT INLET - 9471.96'

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18" CULVERT INLET - 9474.42'

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18" CULVERT INLET - 9478.25'

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CONCRETE PATH CONTINUES BEYOND TOPOGRAPHIC AREA

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CONCRETE PATH CONTINUES BEYOND TOPOGRAPHIC AREA

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CONCRETE PATH

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CONCRETE PATH

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STONE RETAINING WALL

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STONE RETAINING WALL

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1' IRON PIPE (ON BRIDGE)

AutoCAD SHX Text SPOT ELEVATIONS WITH RECTANGULAR BORDER REPRESENT THE ELEVATION OF THE UNDERSIDE OF BRIDGE

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CARSONITE POST - GAS (UNDER BRIDGE)

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SKI AREA BOUNDARY SIGNS

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FOOTBRIDGE

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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CONTROL

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POINT

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SITE BENCHMARK 12 INCH SPIKE ELEVATION - 9489.62' N 470,035.139 E 323,364.327

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STONE RETAINING WALL

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(PAVED, 60' RIGHT-OF-WAY)

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(PAVED, 60' RIGHT-OF-WAY)

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VISCHER DRIVE

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(PAVED, 60' RIGHT-OF-WAY)

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EDGE OF GRAVEL

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EDGE OF GRAVEL

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EDGE OF GRAVEL

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STOP SIGN

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WATER VALVE

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LIGHT POST WITH ELECTRIC VAULT

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LIGHT POST WITH ELECTRIC VAULT

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GUARD RAIL

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COMMUNICATIONS PEDESTAL

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20 MPH LIMIT SIGN

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MOUNTAIN VILLAGE BOULEVARD

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MOUNTAIN VILLAGE BOULEVARD

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LOWER VILLAGE BYPASS

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LOWER VILLAGE BYPASS

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(SKI RUN)

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FLOWLINE OF ROADSIDE DRAINAGE SWALE, EL. APPX.

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FINISHED GRADE AT BOTTOM DOWNTURN CURB

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PROPOSED SIDEWALK

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EXISTING GRADE (EG)

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BOTTOM OF DOWNTURN CURB

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BOULDER RETAINING WALL SEE DETAIL SHEET 44

AutoCAD SHX Text I:\Durango\007-06 TMV\2021\Walking Path\H-Dwgs\Civil\PS-SheetSet\TMV-Plan&Profile.dwg Plotted: 4/17/2024 4:27 PM By: Mahalie Hill Plotted: 4/17/2024 4:27 PM By: Mahalie Hill4/17/2024 4:27 PM By: Mahalie Hill By: Mahalie HillMahalie Hill

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1" = 1'

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SIDEWALK SECTION TYPICAL

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SIDEWALK SECTION WITH DITCH

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EXISTING GROUND (TYP.)

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EXISTING GROUND (TYP.)

AutoCAD SHX Text ABC = AGGREGATE BASE COURSE = AGGREGATE BASE COURSE = MINIMUM 6" TOPSOIL OR SPECIFIED ALTERNATIVE

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6" CONCRETE SIDEWALK

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6" CONCRETE SIDEWALK

AutoCAD SHX Text TYPICAL SECTION NOTES: 1. REFER TO GRADING PLAN SHEETS REFER TO GRADING PLAN SHEETS FOR DETAILED SLOPE INFORMATION.

AutoCAD SHX Text 1.8%

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AutoCAD SHX Text 15%

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SIDEWALK CL

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SIDEWALK CL

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SIDEWALK SECTION WITH THICKENED EDGE

AutoCAD SHX Text 1.8%

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SIDEWALK CL

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CURB AND GUTTER PER DETAIL

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AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 8"

AutoCAD SHX Text #4x @ 1'-0" O.C.

AutoCAD SHX Text 8'-11"

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(15) #4 CONT. AS SHOWN#4 CONT. AS SHOWN

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ROADSIDE DRAINAGE SWALE SEE DETAIL

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ABC PER SIDEWALK DETAIL

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AutoCAD SHX Text 5%

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ABUTMENT FACE

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MIN 18" EMBEDMENT

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SHAPE SUBGRADE PARALLEL TO PAVEMENT CROSS-SLOPE

AutoCAD SHX Text COMPACT AGGREGATE BASE COURSE TO 95% MINIMUM RELATIVE COMPACTION PER MODIFIED PROCTOR

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PORTLAND CEMENT CONCRETE (CLASS B)

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1" BATTER

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24" A.B.C. CLASS 2 *

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CLASS A GEOTEXTILE SEPARATOR FABRIC *

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UNSUITABLE MATERIALS (WHERE REQ'D)*

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* EXCAVATION OF UNSUITABLE EXCAVATION OF UNSUITABLE MATERIALS WILL BE COMPLETED AS DIRECTED BY THE ENGINEER

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CLASS 6 AND ASPHALT PER DETAIL

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STANDARD CURB AND GUTTER

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CONCRETE SIDEWALK

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UNSUITABLE MATERIAL EXCAVATION

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CROSS-SLOPE

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1"/FT

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6" PORTLAND CEMENT CONCRETE (CLASS B)

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SLOPE TO CURB

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6" AGGREGATE BASE COURSE COMPACT TO 95% PER AASHTO T-180

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BROOM FINISH

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SCARIFY RECOMPACT TO A MINIMUM OF 95% PROCTOR

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1.8% (TYP.) 2% MAX

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2%%% MIN.

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6" D50 RIP RAP

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SLOPE TO GRADE

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SLOPE TO GRADE

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ROADSIDE DRAINAGE SWALE

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FILTER FABRIC SUCH AS MIRAFI 140NX OR APPROVED EQUAL

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SCALE: NTS

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AutoCAD SHX Text I:\Durango\007-06 TMV\2021\Walking Path\H-Dwgs\Civil\PS-SheetSet\TMV-Details.dwg Plotted: 4/17/2024 4:27 PM By: Mahalie Hill Plotted: 4/17/2024 4:27 PM By: Mahalie Hill4/17/2024 4:27 PM By: Mahalie Hill By: Mahalie HillMahalie Hill

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Ɣ ß

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Job No.

Drawn by:

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File:

PE:QC:

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In Feet: 1" = #'

007-06.015

MMH

04.17.2024

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NOTES: 1. PAVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESS AND KIND WITH THE FOLLOWING PAVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESS AND KIND WITH THE FOLLOWING AVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESS AND KIND WITH THE FOLLOWING KIND WITH THE FOLLOWING MINIMUMS: ASPHALT SURFACING = 4" MIN. ASPHALT SURFACING = 4" MIN. 2. BASE COURSE REPLACEMENT SHALL MEET EXISTING THICKNESS WITH THE FOLLOWING BASE COURSE REPLACEMENT SHALL MEET EXISTING THICKNESS WITH THE FOLLOWING MINIMUMS: AGGREGATE BASE COURSE = 12" MIN. AGGREGATE BASE COURSE = 12" MIN. 3. DIRT / TOPSOIL PLACEMENT SHALL MEET EXISTING THICKNESS AND KIND WITH THE DIRT / TOPSOIL PLACEMENT SHALL MEET EXISTING THICKNESS AND KIND WITH THE FOLLOWING MINIMUMS: 4" TOPSOIL. 4" TOPSOIL. 4. SELECT MATERIAL AS FOLLOWS: 6" MAXIMUM SIZE IN TOP 12" OF BACKFILL SELECT MATERIAL AS FOLLOWS: 6" MAXIMUM SIZE IN TOP 12" OF BACKFILL 6" MAXIMUM SIZE IN TOP 12" OF BACKFILL 12" MAXIMUM SIZE IN REMAINDER OF BACKFILL

AutoCAD SHX Text CLASS 6 AGGREGATE BASE COURSE COMPACTION TO 95% PER MODIFIED PROCTOR PER SPECIFICATIONS

AutoCAD SHX Text COMPACTED SELECT MATERIAL OR CLASS 6 AGGREGATE AS DETERMINED BY OWNER W/ COMPACTION DENSITY OF 95% MODIFIED PROCTOR PER SPECIFICATIONS

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SLOPE TRENCH WALLS PER CURRENT OSHA & COSH. REQUIREMENTS

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EXISTING AGGREGATE BASE

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EXISTING DIRT OR TOPSOIL AREA

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EXISTING ASPHALT TO BE SAW CUT TYP.

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STORM DRAIN TRENCH CROSS SECTION

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BASE ROCK PLAN VIEW

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CONTACT POINTS

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INCLINE BOTTOM OF FOUNDATION ROCK NO STEEPER THAN 10H:1V

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PARTIAL TYPICAL PROFILE

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BED COURSE MATERIAL

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FINISHED GRADE AT TOE

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FACING ROCK

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BOTTOM OF KEYWAY

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BASE ROCK

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2 (MIN.)

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CHINKING ROCK

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GEOTEXTILE (DRAINAGE) (CLASS 2)

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(MIN)

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CHINKING ROCKS SHALL NOT PROVIDE PRIMARY SUPPORT OF FACING ROCKS

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INSUFFICIENT EMBEDMENT

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UNDERSIZED FACING UNITS

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FACE BATTER:4

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SEE DESIGN TABLE

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VERTICAL

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SEE DESIGN TABLE

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SECTION PROPERTIES

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VERTICAL

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VERTICAL

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TOP OF ROCK SLOPES TOWARDS FACE

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CONTACT POINT GREATER THAN 6 INCHES FROM AVERAGE FACE

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CHINKING ROCK PROVIDES PRIMARY SUPPORT

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FACE BATTER:4

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FACE BATTER:4

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BASE ROCK

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5% MIN. SLOPE (TYP.)

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4" PERFORATEDPIPE. SEE NOTE 5.

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CAP ROCK (GROUTED)

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(MIN)

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SEE DESIGN TABLE

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TOP EL

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GEOTEXTILE (DRAINAGE) (CLASS 2) WRAP UP BEHIND CAP ROCK.

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GRANULAR ROCK BACKDRAIN FILTER MATERIAL

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CUT SLOPE BATTER. SEE DESIGN TABLE AND NOTE 7.

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FINISHED GRADE

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BOULDER WALL TYPICAL SECTION

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BOT EL

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WALL LAYOUT LINE

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CORRECT

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INCORRECT

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CORRECT

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CORRECT

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INCORRECT

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FINISHED GRADE

AutoCAD SHX Text CONTRACTOR SHALL HYDRO-MULCH ALL DISTURBED AREAS UTILIZING THE FOLLOWING PROCEDURE: 1. SEED BY HAND OR MECHANICALLY AFTER FINAL CONTOURING OF GROUND. KEEP SEED SEED BY HAND OR MECHANICALLY AFTER FINAL CONTOURING OF GROUND. KEEP SEED SEPARATE FROM HYDRO MULCH MIXTURE. 1. HYDRO MULCH SHOULD BE A COMBINATION OF WATER, ORGANIC FIBER MULCH, TACKIFIERS, HYDRO MULCH SHOULD BE A COMBINATION OF WATER, ORGANIC FIBER MULCH, TACKIFIERS, COLORED DYE. (SOIL CONDITIONER OPTIONAL DEPENDING ON SOILS). 2. MIX TOGETHER IN A SPECIFICALLY DESIGNED HYDRO SEEDING/HYDRO MULCHING MACHINE MIX TOGETHER IN A SPECIFICALLY DESIGNED HYDRO SEEDING/HYDRO MULCHING MACHINE WHICH WILL AGITATE THE CONTENTS TO AN EVEN CONSISTENCY. 3. THE MIX WILL BE PUMPED AND SPRAYED ON TOP OF SEED ALREADY SPREAD ON THE THE MIX WILL BE PUMPED AND SPRAYED ON TOP OF SEED ALREADY SPREAD ON THE GROUND. STRAW IN SUCH ADVANCED STAGES OF DECOMPOSITION AS TO SMOTHER OR RETARD THE NORMAL GROWTH OF GRASS WILL NOT BE ACCEPTED. OLD DRY STRAW, WHICH BREAKS IN THE CRIMPING PROCESS IN LIEU OF BENDING WILL NOT BE ACCEPTED. WORK SHALL INCLUDE THE COST OF DUST CONTROL, AND WATERING. SEED MIX SHALL BE AS FOLLOWS: NATIVE GRASS SEED MIX (GENERAL REVEGETATION) WESTERN YARROW 5% 5% TALL FESCUE 10% 10% ARIZONA FESCUE 5% 5% HARD FESCUE 5% 5% CREEPING RED FESCUE 10% 10% ALPINE BLUEGRASS 15% 15% CANADA BLUEGRASS 10% 10% PERENNIAL RYEGRASS 15% 15% SLENDER WHEATGRASS 10% 10% MOUNTAIN BROME 15%15%

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REVEGETATION

AutoCAD SHX Text NOTES: 1. BOULDER WALL DESIGN DATA BOULDER WALL DESIGN DATA - FRICTION ANGLE, ɸ = 30 - GROUND SNOW LOAD 130 PSF -°GROUND SNOW LOAD 130 PSF- COHESION, C = 0 PSF - BULK UNIT WEIGHT, ƔR = 130 PCF R = 130 PCF - ALLOWABLE BEARING PRESSURE = 1500 PSF 2. PLACE EACH ROCK INDIVIDUALLY BY EQUIPMENT SUITABLE FOR LIFTING, MANIPULATING, AND PLACE EACH ROCK INDIVIDUALLY BY EQUIPMENT SUITABLE FOR LIFTING, MANIPULATING, AND PLACING ROCKS OF THE SIZE AND SHAPE SPECIFIED. ENSURE THAT EACH ROCK IS FIRMLY SET AND SUPPORTED BY UNDERLYING MATERIALS AND ADJACENT ROCKS. REPOSITION OR REPLACE LOOSE ROCKS. 3. A MAXIMUM TOLERANCE OF 6 INCHES MAY BE APPLIED TOWARD THE TOTAL BASE ROCK A MAXIMUM TOLERANCE OF 6 INCHES MAY BE APPLIED TOWARD THE TOTAL BASE ROCK WIDTH. USE ROCK WITH MINIMUM L OF 3'-0". WHEN L EXCEEDS 3'-0", TWO APPROXIMATELY EQUAL SIZE BASE ROCKS MAY BE USED, PROVIDED ROCKS ARE IN CONTACT AT TWO POINTS OR MORE. DO NOT CONSECUTIVELY PLACE BASE ROCKS WITH WIDTHS LESS THAN B. 4. PLACE BASE AND CAP ROCKS SO THAT THEIR HEIGHT DIMENSION IS NOT GREATER THAN PLACE BASE AND CAP ROCKS SO THAT THEIR HEIGHT DIMENSION IS NOT GREATER THAN THEIR WIDTH. THE LONGEST DIMENSION OF THE BASE AND CAP ROCKS IS PERPENDICULAR TO THE FACE OF BOULDER WALL. 5. WHERE LOOSE, SOFT, OR OTHERWISE UNSUITABLE FOUNDATION SOIL CONDITIONS ARE WHERE LOOSE, SOFT, OR OTHERWISE UNSUITABLE FOUNDATION SOIL CONDITIONS ARE ENCOUNTERED, CONTACT THE ENGINEER FOR SUPPLEMENTAL RECOMMENDATIONS. 6. SURROUND THE PERFORATED PIPE ON ALL SIDES BY AT LEAST 4 INCHES OF CDOT FILTER SURROUND THE PERFORATED PIPE ON ALL SIDES BY AT LEAST 4 INCHES OF CDOT FILTER MATERIAL (CLASS 1) DISCHARGE OUTLET PIPES TO A PROTECTED OUTLET OR OTHER PERMANENT DRAINAGE STRUCTURE AT LOW POINTS IN THE WALL AND AT 100 FEET (MAX.) SPACING. 7. STABILITY OF TEMPORARY CUT SLOPES IS THE RESPONSIBILITY OF THE CONTRACTOR. STABILITY OF TEMPORARY CUT SLOPES IS THE RESPONSIBILITY OF THE CONTRACTOR. 8. DO NOT CONSTRUCT BOULDER WALLS OR SLOPES EXCEEDING THE HEIGHTS SHOWN ON THE DO NOT CONSTRUCT BOULDER WALLS OR SLOPES EXCEEDING THE HEIGHTS SHOWN ON THE DESIGN TABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. 9. FOUNDATION BELOW BASE SHALL BE 12 INCHES OF CDOT STRUCTURAL GRANULAR BACKFILL FOUNDATION BELOW BASE SHALL BE 12 INCHES OF CDOT STRUCTURAL GRANULAR BACKFILL FILL CLASS 1 AND COMPACTED TO 90% OF MAXIMUM DRY DENSITY. 10. BOULDERS SHALL BE ROUGHLY RECTANGULAR, TABULAR, OR CUBIC IN SHAPE, FREE OF BOULDERS SHALL BE ROUGHLY RECTANGULAR, TABULAR, OR CUBIC IN SHAPE, FREE OF CRACKS, FISSURES, FOLIATION AND OTHER PLANES OF WEAKNESS, AND RING WHEN STRUCK WITH A HAMMER.

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WALL

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MAX. HEIGHT, H (FT)

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MIN. BASE ROCK WIDTH, B (FT)

AutoCAD SHX Text MIN. CUT SLOPE** BATTER, ß V:H

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CAP ROCK

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BASE ROCK

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ALL

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BOULDER WALL DESIGN TABLE

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SECTION PROPERTIES

AutoCAD SHX Text ** MINIMUM CUT SLOPE FOR DESIGN PURPOSES ONLY. ACTUAL CUT SLOPE MINIMUM CUT SLOPE FOR DESIGN PURPOSES ONLY. ACTUAL CUT SLOPE BATTER MAY BE GREATER (SEE NOTE 8)

AutoCAD SHX Text I:\Durango\007-06 TMV\2021\Walking Path\H-Dwgs\Civil\PS-SheetSet\TMV-Details.dwg Plotted: 4/17/2024 4:27 PM By: Mahalie Hill Plotted: 4/17/2024 4:27 PM By: Mahalie Hill4/17/2024 4:27 PM By: Mahalie Hill By: Mahalie HillMahalie Hill

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MOUNTAIN VILLAGE BOULEVARD SIDEWALK PROJECT

CONTRACTOR AGREEMENT

This Agreement is made and entered into this XX day of Month 2024 by and between the Town of Mountain Village a home rule municipality and political subdivision of the state of Colorado.

(the “Owner” or the “Town”) and Contractor Name, a Colorado corporation, (the “Contractor”).

RECITALS

A. The project generally consists of construction of a new sidewalk and retaining wall under the Lower Village Bypass Bridge next to Mountain Village Boulevard. (the “Scope of Work”).

B. The Contractor has the expertise and knowledge to perform the work described in the herein.

Nowtherfore, in consideration of the mutual promises and conditions set forth herein, the parties agree as follows:

1. Contract Documents. The Contract Documents are defined as:

a. This Agreement

b. Cost Proposal (Exhibit A (Section 00310 Bid Schedule, Section 00410 Bid Form, Section

01025 Measurement and Payment), attached hereto and incorporated herein)

c. Request for Proposal (Exhibit B (Section 00100 Advertisement for Bid), attached hereto and incorporated herein)

d. Contract Drawings (Exhibit C, attached hereto and incorporated)

Any conflict between the Contract Documents, shall be resolved in favor of this Agreement.

Any conflict between the Request for Proposal and the Contractors Bid Submittal shall be resolved in favor of the Request for Proposal.

The Contractor acknowledges that that it is fully familiar with all of the terms of the Contract Documents, the Agreement, the location of the job site, and the conditions under which the contract work is to be performed.

2. Work. The Contractor agrees to perform the work in a good and workman like manner. The work which is more specifically set forth in Exhibits A and B to the specifications set forth in Exhibit B (the “Project”).

3. Product Inventory. The Contractor agrees to supply the Owner with an inventory list of all materials and products that are supplied for the Project when delivered to the Project. The Owner’s representative shall inspect and verify such materials when supplied with the inventory list.