20196 SX0 ADDENDUM NO. 3.pdf
PDF 1 MB Posted
- Attached to
- 20196 SX0 Glen Echo Interceptor Relief Sewer
- Solicitation number
- BPM039712
- Issued by
- Baltimore County, Maryland
About this file
This document is an addendum for Contract No. 20196 SX0, the Glen Echo Interceptor Relief Sewer project in District 15c7 of Baltimore County, Maryland. The addendum revises the prevailing wage and local hiring requirements for the project, including the need for the contractor to submit an affidavit agreeing to comply with all prevailing wage and local hiring laws and requirements. The addendum also provides additional details on the prevailing wage and local hiring contract requirements and policies, such as the need to pay employees the prescribed prevailing wage rate, pay overtime, submit certified payroll, maintain records, and make best efforts to hire at least 51% of new employees from Baltimore County residents. The addendum was issued on October 5, 2023 and must be acknowledged by the bidder upon submission of their bid.
The project is funded by Baltimore County and will involve the construction of a new 24-inch and 30-inch ductile iron sanitary sewer relief line, as well as new 48-inch, 60-inch, and 84-inch diameter manholes. The contract will be awarded based on unit prices, and the contractor will be responsible for all labor, materials, equipment, and services required to complete the work. The project must be completed within the timeframe specified in the contract documents.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 20196 SX0 ADDENDUM NO. 5.pdf | ||
| 20196 SX0 ADDENDUM NO. 4.pdf | ||
| 20196 SX0 ADDENDUM NO. 1.pdf | ||
| 20196 SX0 ADDENDUM NO. 2.pdf | ||
| 20196 SX0 ADDENDUM NO. 3.pdf | ||
| 20196 SX0 ADDENDUM NO. 2.pdf | ||
| 20196 SX0 ADDENDUM NO. 4.pdf | ||
| 20196 SX0 ADDENDUM NO. 1.pdf |
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BALTIMORE COUNTY, MARYLAND
DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION
DIVISION OF CONSTRUCTION CONTRACTS ADMINISTRATION
111 WEST CHESAPEAKE AVENUE
TOWSON, MARYLAND 21204
Contract No. 20196 SX0 Project No’s. 010777252
Glen Echo Interceptor Relief Sewer Edgemere – District 15c7
Job Order No’s. 231-201-0077-7252
ADDENDUM NO. 3
DATE: 10/05/2023
Contact: Barb Wentworth, 410-887-3531, bwentworth@baltimorecountymd.gov
To All Bidders
This addendum is hereby made a part of the Proposal and the Special Provisions, and is hereby incorporated into the Contract. Should this addendum conflict with any portion of the Special Provisions, the Proposal, or any prior addenda, this addendum shall supersede and control.
Please note the attached changes, corrections, and/or information in connection with the contract and submit bids and be otherwise governed accordingly.
In the Proposal
Revised and attached to be inserted: Pages 349-354, Prevailing Wage and Local Hiring Affidavit and Requirements, Remove Old Pages 349-354 and Replace with Revised Pages 349-354.
Attachments – 6
Please sign below acknowledging receipt of this addendum and retun with your bid.
Company Name
Signature mailto:tcrews@baltimorecountymd.gov mailto:bwentworth@baltimorecountymd.gov
PREVAILING WAGE AND LOCAL HIRING AFFIDAVIT - 1 of 2
Revised 10/1/2023
BALTIMORE COUNTY
PREVAILING WAGE AND LOCAL HIRING
A FFIDAVIT
(Project Name) Proposal No.:
Project No.:
On behalf of , I do solemnly declare and affirm, (Contractor) under penalty of perjury, that to the best of my knowledge, information, and belief:
1. I have submitted all documentation in accordance with Baltimore County Code § 10-2- 506 and § 10-2-507 regarding the prevailing wage and local hiring laws and requirements of the prevailing wage guidelines located at (Prevailing Wage and Local Hire Laws), and acknowledge that I have read and agree to all provisions of said law, as amended, and have a continuing obligation to be compliant with the law and any changes to the law.
2. I shall not knowingly provide any false information relating to payroll documentation and/or hiring of local employees for capital improvement contracts that are subject to the prevailing wage and/or local hiring laws of Baltimore County. I further attest and certify that all documentation relating to the same will be accurate and complete and will remain accurate and complete on an ongoing basis, and will reflect the payroll and/or local hiring status of contractors, subcontractors, apprentices, and independent contractors performing work for the Contract (contract n u m b e r ). I acknowledge that I have been informed and am aware of the foregoing requirements and that I am authorized to make this certification on behalf of myself and all subcontractors and parties performing work pursuant to this Contract.
3. I certify and attest that I am an officer or agent of the Contractor or subcontractor who supervises the payment of employees. I understand and agree that all documentation related to prevailing wages and/or local hiring required by law shall be submitted to Baltimore County’s Prevailing Wage Administrator or designee before any surety is released or final payment due under the terms of the Contract is made.
4. I further certify and attest that I will have personal knowledge of the wages paid to all employees of for work performed on the Contract and of all of the hours worked, and that I am an authorized agent of the Contractor and assume responsibility for my actions.
5. I further certify and attest that will comply with prevailing wage rates set by the State of Maryland as the same apply to the Contract and are a part of the bid documents and Contract, and that will comply with applicable local hiring requirements.
Contract No. 20196 SX0 Addendum No. 3
Revised, October 5, 2023
PREVAILING WAGE AND LOCAL HIRING AFFIDAVIT - 2 of 2
6. I attest and certify that, if the Contract is subject to the local hiring requirement under §10- 2-507 of the Baltimore County Code, will make best efforts to ensure that residents of Baltimore County constitute at least 51% of the new hires made for the Contract, subject to all exceptions allowable by law.
7. I certify and attest that, if the Contract is subject to prevailing wage requirements, no rebates or deductions will be made, directly or indirectly, from any wages paid in connection with the Contract, other than those provided for by law.
8. I certify and attest that, if awarded the Contract and if the Contract is subject to prevailing wage law, I will submit certified payroll to the County through its electronic compliance system or as instructed by the Prevailing Wage and Local Hire Unit.
9. I certify that if awarded the Contract, I will provide a list of subcontractors who will participate as a beneficiary of this project to the agency and the Prevailing Wage and Local Hire Unit at PrevailingWage@baltimorecountymd.gov.
10. I understand that no funds will be dispersed by the County until an Employment Analysis has been issued to the Prevailing Wage and Local Hire Unit in compliance with the local hire law.
The Employment Analysis will include how many jobs will be required to complete the project;
how many current employees are available to complete the project, and how many of those jobs will require new hires.
Contractor/Bidder/Offeror
By
Printed Name
Printed Title
Date
Phone
License Number
Business Email
Contract No. 20196 SX0
Contract Requirements and Policies - Page 1 of 4
BALTIMORE COUNTY, MARYLAND
Prevailing Wage and Local Hiring Contract Requirements and Policies
The Contractor and all Subcontractors must comply with the Prevailing Wage Law and Local Hiring Requirements contained in Baltimore County Code § 10-2-506 and § 10-2-507, respectively, as amended. Prevailing wage means the wage rate paid by employers that is determined by a governmental authority, based upon a particular geographic area, for a given class of labor and type of project. The County will use the prevailing wage established by the State of Maryland Commissioner of Labor and Industry for state funded construction contracts in the county at the time of award. These rates include the basic hourly rate and fringe benefits. Apprentices must be paid at least the rate that the state’s apprenticeship and training council sets for an apprentice in the trade involved, based on a percentage of the prevailing wage rate in that trade. Any Contractor that is subject to the prevailing wage or local hiring law will be required to agree to the below provisions:
For the purposes of these requirements, an employee means an apprentice, laborer or mechanic employed by a contractor or subcontractor on a capital improvement project with a value of over $300,000 and a County-subsidized capital project with a value over $5,000,000.
Capital Improvement Project does not include blanket order or open end agreements, capital improvement projects subject to a federal or state prevailing wage law, awarded without competition; with another governmental entity; to the extent the contractor is precluded from compliance by the terms of any federal or state law, contract or grant; entered into pursuant to Baltimore County Code § 10-2-310(e); entered into as a joint or cooperative purchase or entered into as an emergency purchase.
The purpose of a prevailing wage is to ensure that contractors institute local hiring practices for Capital Improvement contracts and Capital Projects under certain circumstances as required by law, and that the Contractor’s employees who work on capital improvement contracts are paid the going rate for their services. The prevailing wage rates are established by the State of Maryland Department of Labor and apply to all of the Contractor’s employees and any and all Subcontractors. The Contractor and all Subcontractors must comply with all of the requirements of the Prevailing Wage Law including, but not limited to, the following:
1. Pay employees the prescribed rate as annually established by the State of Maryland Commissioner of Labor and Industry; the prevailing wage rates in effect on the date a solicitation is issued will apply throughout the term of a contract resulting from that solicitation.
Contractor or subcontractor may NOT split or subdivide a capital improvement contract, pay an employee through a third party, treat an employee as a subcontractor or independent contractor to avoid any requirement of the County’s prevailing wage law; or employ an individual classified as a helper or trainee to perform direct and measurable work on a capital improvement contract.
Contract No. 20196 SX0
Contract Requirements and Policies - Page 2 of 4
2. Pay employees at a rate equal to or more than the prevailing wage rate currently in effect for the type of work performed
3. Pay employees overtime for work (I) more than eight hours in any single calendar day; (II) more than 40 hours in a work week; or (III) on a Sunday or a legal holiday.
4. Classify employees in their proper work classification in conformance with the schedule established by the State of Maryland Commissioner of Labor and Industry.
5. May only make fair and reasonable deductions that are (1) required by law; (2) authorized in a written agreement between an employee and contractor or subcontractor signed at the beginning of employment that concerns food, sleeping quarters, or similar items; and submitted by the contractor or subcontractor to the Director of the County’s Prevailing Wage Program; or required or allowed by a collective bargaining agreement between a bona fide labor organization and a contractor or subcontractor.
Electronically submit a certified copy of payroll records through the County's designated certified payroll and compliance system within 14 days after the end of each payroll period, to verify that Prevailing Wage rates have been paid to employees.
6. Retain records for a period of five (5) years after the work is completed and permit the Director of the County Prevailing Wage Program, or his designee, to inspect the payroll records at a reasonable time and as often as necessary.
7. Payroll records shall contain a statement signed by the contractor or subcontractor certifying that the payroll records are complete and correct; the wage rates are not less than required by the Prevailing Wage law; and the rate of pay and classification for each employee accurately reflects the work the employee performed.
8. All payroll records shall include the name, address, telephone number and email address of the contractor or subcontractor; the name and location of the job; and each employee’s name, current address, unless previously reported; specific work classification; daily basic time and overtime hours; total basic time and overtime hours for the payroll period; rate of pay; fringe benefits by type and amount; and gross wages. Late submission of copies of any payroll records may be deemed deficient by the County until the required records are provided, and the County may postpone processing payments due under the Contract or under an agreement to finance the Contract.
9. Submit to random or regular audits and investigation of any complaint of a violation of the County’s prevailing wage and local hiring laws and requirements.
10. Make best efforts to fill at least 51% of new jobs required to complete the capital improvement contract or capital project with Baltimore County residents.
Submit monthly reports on the form designated by and to the Prevailing Wage and Local Hire Unit relating to local hiring with respect to a capital improvement contract over $300,000
Contract No. 20196 SX0
Contract Requirements and Policies - Page 3 of 4 and County-subsidized capital project receiving assistance over $5,000,000 that includes 1) the number of new hires needed for the contract or project, 2) the number of County residents hired during the reporting period, 3) the total number of all employees hired during the contract period, 4) best efforts made to fill open positions with County residents, and 5) for new hires:
name, last four (4) digits of the social security number, job title, hire date, address and referral source.
11. Agree that any and all disputes will be handled as set forth in the County’s Prevailing Wage and Local Hiring laws. as a condition of award
12. In the event the County determines that a provision of the Prevailing Wage Law has been violated, the County shall issue a written decision, including appropriate sanctions, and may withhold payment due the Contractor in an amount sufficient to pay each employee of the Contractor or any Subcontractors the full amount of wages due under the Prevailing Wage Law, and an amount sufficient to satisfy a liability of a Contractor for liquidated damages as provided under the Prevailing Wage Law, pending a final decision on the violation by the County. The Contractor may appeal a written decision of the Director of Economic and Workforce Development to the Office of Administrative Hearings (“OAH”), that the Contractor violated a provision of the Prevailing Wage Law, within ten (10) working days after receiving a copy of the decision. OAH will conduct a hearing upon the receipt of a timely appeal. If no appeal, the decision of the Director of Economic and Workforce Development or his designee becomes final. A Contractor who is found to have violated the provisions of the Prevailing Wage or Local Hiring laws intentionally, may not be awarded a County contract or work on any County project for a period of one year from the date of the OAH determination..
13. May not discharge, or otherwise retaliate against, an employee for asserting any right under the Prevailing Wage Law or for filing a complaint of a violation;
14. An aggrieved employee is a third-party beneficiary of this Contract and may by civil action recover the difference between the prevailing wage for the type of work performed and the amount actually received, with interest and a reasonable attorney’s fee.
15. Each Contract subject to the Prevailing Wage Law may specify the payment of liquidated damages to the County by the Contractor for any noncompliance with the Prevailing Wage Law.
Liquidated damages are:
1) $10 for each calendar day that the payroll records are late; $20 for each day that an employee is misclassified and paid less than the prevailing wage rate; and a civil penalty $50 per violation of the requirement to post the prevailing wage rates at the work site.
These liquidated damages are solely related to prevailing wage and local hiring compliance and do not negate any other remedies available or set forth in the Contract, including delay damages or actual damages. These remedies are separate, in addition to, and not in lieu of any remedies available and set forth in the Contract for other breaches or defaults under the Contract.
Contract No. 20196 SX0
Contract Requirements and Policies - Page 4 of 4
16. Where the initial Contract Sum is $300,000 or below, but it is subsequently increased and exceeds $300,000 due to an approved Contract Modification, the amount of any such Contract Modification that causes the Contract Sum to exceed $300,000 is subject to the Prevailing Wage Law and Local Hiring requirements.
17. The Contractor and all Subcontractors must post a clearly legible statement of each prevailing wage rate in a prominent and easily accessible place at the Work Site during the entire time Work is being performed, in English and any other language that is primarily spoken by the employees, at the Work Site.
Contract No. 20196 SX0
| Add #1 Page 1 & 338.pdf |
| ADP6B30.tmp |
| PROPOSAL FORM |
| BALTIMORE COUNTY |
| TOWSON, MARYLAND |
| Division of Construction Contracts Administration |
| Contract No. 18113 GX0 |
| DEPS Design Project |
| Scotts Level Branch @ Oella Avenue Stream Restoration |
| CONTRACT BASED ON FEBRUARY 2000 |
| STANDARD SPECIFICATIONS FOR CONSTRUCTION & MATERIALS |
| AND STANDARD DETAILS FOR CONSTRUCTION, 2007 |
| TABLE OF CONTENTS |
| Number SECTION NAME Number |
| 2 |
| ADP354.tmp |
| PROPOSAL FORM |
| BALTIMORE COUNTY |
| TOWSON, MARYLAND |
| Division of Construction Contracts Administration |
| Contract No. 18257 PO0 |
| Property Management Project |
| Baltimore County Public Safety Building Roof Replacement – |
| CONTRACT BASED ON FEBRUARY 2000 |
| STANDARD SPECIFICATIONS FOR CONSTRUCTION & MATERIALS |
| AND STANDARD DETAILS FOR CONSTRUCTION, 2007 |
| TABLE OF CONTENTS |
| Number SECTION NAME Number |
| 2 |
| ADPA235.tmp |
| PROPOSAL FORM |
| BALTIMORE COUNTY |
| TOWSON, MARYLAND |
| Division of Construction Contracts Administration |
| Contract No. |
| CONTRACT BASED ON FEBRUARY 2000 |
| STANDARD SPECIFICATIONS FOR CONSTRUCTION & MATERIALS |
| AND STANDARD DETAILS FOR CONSTRUCTION, 2007 |
| TABLE OF CONTENTS |
| Number SECTION NAME Number |
| 2 |
| ADP6641.tmp |
| PROPOSAL FORM |
| BALTIMORE COUNTY |
| TOWSON, MARYLAND |
| Division of Construction Contracts Administration |
| Contract No. |
| CONTRACT BASED ON FEBRUARY 2000 |
| STANDARD SPECIFICATIONS FOR CONSTRUCTION & MATERIALS |
| AND STANDARD DETAILS FOR CONSTRUCTION, 2007 |
| TABLE OF CONTENTS |
| Number SECTION NAME Number |
| 2 |
| Blank Page |
| Blank Page |
| PROPOSAL SECTION TEMPLATE REV. 6-28-2023.pdf |
| BALTIMORE COUNTY Complete MBE Plan package 05232019.pdf |
| BCG MBE B Participation 12142018.pdf |
| MBE/WBE PARTICIPATION SCHEDULE |
| Prime’s Name |
| 2. MBE/WBE Firm Name |
| MBE/WBE Firm Address |
| 3. MBE/WBE Firm Name |
| Name |
| Date |
| BCG MBE D Unavailability Certificate 10052017.pdf |
| Signature of Minority Firms MBE/WBE Representative Title Date |
| MDOT/Baltimore City Certification # Telephone # |
| BCG MBE C MBEWBE DISCLOSURE AND PARTICIPATION STATMEMENT 05132019.pdf |
| BALTIMORE COUNTY, MARYLAND |
| MBE/WBE DISCLOSURE AND PARTICIPATION STATMEMENT |
| BALTIMORE COUNTY Complete MBE Plan package 07262019.pdf |
| BCG MBE B Participation 12142018.pdf |
| MBE/WBE PARTICIPATION SCHEDULE |
| Prime’s Name |
| 2. MBE/WBE Firm Name |
| MBE/WBE Firm Address |
| 3. MBE/WBE Firm Name |
| Name |
| Date |
| BCG MBE D Unavailability Certificate 10052017.pdf |
| Signature of Minority Firms MBE/WBE Representative Title Date |
| MDOT/Baltimore City Certification # Telephone # |
| BCG MBE C MBEWBE DISCLOSURE AND PARTICIPATION STATMEMENT 05132019.pdf |
| BALTIMORE COUNTY, MARYLAND |
| MBE/WBE DISCLOSURE AND PARTICIPATION STATMEMENT |
| BCG MBE B Participation final 10292019.pdf |
| SUBCONTRACTOR PARTICIPATION SCHEDULE |
| Prime Name |
| 2. Subcontractor Name and Tax ID |
| Subcontractor Address |
| 3. Subcontractor Name and Tax ID |
| Name |
| Date |
| BCG MBE C MBEWBESB DISCLOSURE AND PARTICIPATION STATMEMENT 10252019.pdf |
| BALTIMORE COUNTY, MARYLAND |
| SUBCONTRACTOR DISCLOSURE AND PARTICIPATION STATMEMENT |
| Blank Page |
| Blank Page |
| USE THIS FORM JS Section V-1 Proposal Calendar Days 5-17-07.pdf |
| S E C T I O N –V |
| SCHEDULE OF PRICES |
| CONSENT DECREE USE THIS FORM JS Section V-1 Proposal Force Majeure 2-17-09.pdf |
| S E C T I O N –V |
| SCHEDULE OF PRICES |
| MBE-GLO 126 MBE Requirements 4-3-2023 (002) cmp comments 4523.pdf |
| The failure of a Bidder/Offeror to properly complete and submit the appropriate MBE/WBE plan forms and, if applicable, required Good Faith Effort (GFE) documentation shall result in the bid/proposal being deemed as nonresponsive and not susceptible... |
| NOTE: If the apparent awardee fails to return each completed document within the required time, THE PROCUREMENT OFFICER MAY DETERMINE THAT THE APPARENT AWARDEE IS NOT RESPONSIBLE AND THEREFORE NOT SUSPECTIBLE FOR CONTRACT AWARD. |
| Blank Page |
| CONTRACT NUMBER_HIGHWAY CONSTRUCTION PREVAILING WAGE.pdf |
| Sheet1 |
| USE THIS FORM NOW CONSENT DECREE Revised 2-09.pdf |
| C O N T R A C T A G R E E M E N T |
| Date VI-1 |
| Rev. 9/26/18 |
| Date |
| Combined Specs PDF.pdf |
| 5-01010 DAB 8_8_2023.pdf |
| 1.01 RELATED DOCUMENTS |
| A. These Technical Specifications are divided into 3 parts. |
| 1. Part 1 - General: includes administrative and procedural requirements in a number of articles, such as system description. |
| 2. Part 2 - Materials: includes materials, equipment, components, and source quality control. |
| 3. Part 3 - Construction: includes construction, installation, application, and field quality control. Schedules, if used, are in Part 3. |
| B. These TECHNICAL SPECIFICATIONS include Section SP-01900 Special Conditions: |
| 1. The Special Conditions (Section SP-01900) modify Baltimore County Department of Public Works “Standard Specifications for Construction and Materials”, dated January 2000, and all associated Errata, Addenda, and Supplemental Specifications and the B... |
| 2. The Special Conditions (Section SP-01900) contain general and specific information concerning the control of work and limits on the methods of construction. |
C. These TECHNICAL SPECIFICATIONS supplement the STANDARD SPECIFICATIONS as defined below in Paragraph 1.04. In the event of conflict, these TECHNICAL SPECIFICATIONS of the Special Provisions, including the Special Conditions (Section SP-01900), shal...
| 1.02 DESCRIPTION OF WORK |
| 1.03 LOCATION |
| A. Work to be performed begins at the Delmar Pumping Station adjacent to North Point Boulevard Rte. 151 extending along and within the North Point Spur Trail. The proposed relief sewer extends approximately 5,000-feet South-East and includes crossings... |
| B. Contractor Storage and Staging area is located within the working limits and/or limits of disturbance of the project site. Additional storage area is provided adjacent to Lode Forest Drive. Work under this contract will be restricted to the working... |
| 1.04 CONTRACT DOCUMENTS |
| A. Item 1 - CONTRACT DRAWINGS |
| B. Item 2 - CONTRACT BOOK AND TECHNICAL SPECIFICATIONS |
| C. Item 3 - STANDARD SPECIFICATIONS |
| 1. Baltimore County Department of Public Works, “Standard Specifications for Construction and Materials”, dated January 2000 and all associated Errata, Addenda, and Supplemental Specifications. |
| 2. Baltimore County Department of Public Works, “Standard Details for Construction”, dated February 2007 and all associated Errata, Addenda, and Supplemental Details. |
| 3. “2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control”, dated December 2011 and all associated revisions. |
| 4. Maryland Department of Transportation, State Highway Administration, “Standard Specifications for Construction and Materials”, dated July 2008, and subsequent revisions thereto. |
1.05 CONTRACT TIME
| 6-01025 8-1-23 DAB edits 8_16_2023.pdf |
| SECTION SP-01025 |
| 1.01 RELATED DOCUMENTS |
| 1.02 DESCRIPTION |
| A. Payment for the work completed under this Contract will be made at the lump sum and unit prices. These prices shall include the furnishing of all labor, tools, equipment and materials, and the performing of all work necessary to complete the proje... |
| B. The Contractor, with the approval of the Engineer, may decide not to clear the entire area within the allowable working limits as shown on the CONTRACT DRAWINGS. Payment for work associated with pavement replacement and/or repair, pavement milling... |
| C. When the term “as directed by the Engineer” is used in describing the method of measurement or basis of payment for an item of the Contract, it shall be understood that the order from the Engineer to the Contractor will be either: 1) a written dire... |
| 1.03 CONTRACTOR TO SUBMIT BREAKDOWN |
| 1.04 CONTINGENT ITEMS |
| A. These items of work shall be in accordance with Section TC-3.03 of the STANDARD SPECIFICATIONS. |
| B. The Contractor in submitting the Proposal agrees to accept as full compensation the unit prices stipulated for the fixed price contingent items that are incorporated into the work as indicated. The fixed price contingent items shall be in accordanc... |
| 1.05 PAYMENT ITEMS |
| 1. This item of work shall consist of providing all material, labor, and equipment required for supplying and maintaining the Engineer’s office in accordance with Section 103 of the STANDARD SPECIFICATIONS and as directed by the Engineer. |
| 2. Work performed under this item will not be measured for payment but will be paid for at the Contract lump sum price in accordance with Section 103.04 of the STANDARD SPECIFICATIONS. |
| 1. This item of work shall consist of providing all material, labor and equipment required to maintain traffic during construction to include, but not limited to, the fabrication, installation, maintenance, and removal of all temporary maintenance of ... |
| 2. Work performed under this item will not be measured for payment but will be paid for at the Contract lump sum price. |
| 1. This item of work shall consist of providing all material, labor, and equipment necessary to complete the mobilizing of all necessary equipment and supplies in accordance with Section 108 of the Standard Specifications and as directed by the Engine... |
| 2. Work performed under this item will not be measured for payment but will be paid for at the Contract lump sum price in accordance with Section 108.04 of the STANDARD SPECIFICATIONS. |
| 1. This item of work shall consist of providing all material, labor, and equipment necessary to complete the clearing and grubbing of all necessary vegetation in accordance with Section 101 of the STANDARD SPECIFICATIONS and as directed by the Enginee... |
| 2. Work performed under this item will not be measured for payment but will be paid for at the Contract lump sum price in accordance with Section 101.04 of the STANDARD SPECIFICATIONS. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the stabilized construction entrances as shown on the CONTRACT DRAWINGS, in accordance with Section 308 of the STANDARD SPECIFICATIONS and as directed by the... |
| 2. Measurement and payment shall be paid at the Contract unit price per each for stabilized construction entrance. |
| 3. The unit price per each of stabilized construction entrances actually installed shall include and cover furnishing all labor, materials and equipment necessary to complete the work required; to include, but not limited to, furnishing, installing, m... |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the silt fence for erosion and sediment control as directed by the Engineer, in accordance with Section 308 of the Standard Specifications and as directed by... |
| 2. Measurement and payment per linear foot under this item shall be made in accordance with Section 308.04.06 of the Standard Specifications. |
| 3. The unit price shall include all labor, materials, and equipment necessary for providing silt fence including silt fence check dams and clear water diversion pipe in silt fence as shown on the CONTRACT DRAWINGS, as required, or as directed by the E... |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the super silt fence for erosion and sediment control as shown on the CONTRACT DRAWINGS, in accordance with Section 308 of the Standard Specifications and as... |
| 2. Measurement and payment per linear foot under this item shall be made in accordance with Section 308.04.07 of the Standard Specifications. |
| 3. The unit price shall include all labor, materials, and equipment necessary for providing super silt fence including silt fence check dams and clear water diversion pipe in silt fence and super silt fence on pavement as shown on the CONTRACT DRAWING... |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the curb inlet protections as shown on the CONTRACT DRAWINGS in accordance with Section 308 of the Standard Specifications and as directed by the Engineer. |
| 2. Measurement and payment shall be paid at the Contract unit price per each for curb inlet protection. |
| 3. The unit price per each curb inlet protection actually installed shall include and cover furnishing all labor, materials and equipment necessary to complete the work required. |
| 4. Work shall include removal of sediment and replacement of device as required or as directed by the Engineer. |
| 1. This item of work shall consist of all labor, materials and equipment required to furnish and install filter bag as directed by the Engineer. |
| 2. Measurement and payment shall be paid at the Contract unit price per each for the filter bag. |
| 3. The unit price per each filter bag actually installed shall include and cover furnishing all labor, materials and equipment necessary to complete the work required. |
| 4. Work shall include removal of sediment and replacement of device as required or as directed by the Engineer. |
| 1. This item of work shall consist of all labor, materials and equipment required to furnish and install portable sediment tank as directed by the Engineer. |
| 2. Measurement and payment shall be paid at the Contract unit price per each for the portable sediment tank. |
| 3. The unit price per each portable sediment tank actually installed shall include and cover furnishing all labor, materials and equipment necessary to complete the work required in accordance with Section 308 of the Standard Specifications. |
| 4. Work shall include removal of sediment and replacement of device as required or as directed by the Engineer. |
| 1. This item of work shall consist of all labor, materials and equipment to provide Mix No. 1 concrete when directed by the Engineer in accordance with Sections 109, 305, and 902 of the Standard Specifications. |
| 2. Measurement and payment shall be per cubic yard of the actual quantity of Mix No. 1 concrete placed when directed by the Engineer. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the utility underdrains when directed by the Engineer in accordance with Section 306 of the STANDARD SPECIFICATIONS. |
| 2. Measurement and payment per linear foot installed under this item shall be made in accordance with Section 306.04 of the STANDARD SPECIFICATIONS when directed by the engineer. |
| 1. This item of work shall consist of all labor, materials and equipment to provide Calcium Chloride when directed by the Engineer in accordance with Sections 109 and 921.02 of the Standard Specifications. |
| 2. Measurement and payment shall be per ton of the actual quantity of calcium chloride placed in accordance with Section 109.04 of the STANDARD SPECIFICATIONS when directed by the Engineer. |
| 1. This item of work shall consist of all labor, materials and equipment required to provide temporary seeding when directed by the Engineer and in accordance with Section 704 of the Standard Specifications. |
| 2. Measurement and payment per pound under this item shall be made in accordance with Section 704.04 of the STANDARD SPECIFICATIONS when directed by the Engineer. |
| 1. This item of work shall consist of providing all material, labor, and equipment necessary to complete permanent seeding on the 4-inches of topsoil placed in accordance with Section 705 of the STANDARD SPECIFICATIONS within the Limit of Disturbance ... |
| 2. Measurement and payment per pound under this item shall be made in accordance with the CONTRACT DRAWINGS, Section 705 of the STANDARD SPECIFICATIONS, and as directed by the Engineer. |
| 3. Work shall include furnishing all labor, materials and equipment necessary to complete the work required; to include, but not limited to, preparing the seed bed; furnishing and placing fertilizer, lime, seed, and water; maintaining and replacing if... |
| 1. This item of work shall consist of providing all material, labor, and equipment necessary to complete the temporary straw mulching in accordance with Section 308 and 704 of the STANDARD SPECIFICATIONS, and as directed by the Engineer. |
| 2. Measurement and payment per square yard under this item shall be made in accordance with Section 308.04.13 of STANDARD SPECIFICATIONS. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete Class 3 Excavation with select backfill when directed by the Engineer in accordance with Sections 109, 301, and 302 of the STANDARD SPECIFICATIONS. |
| 2. Measurement and payment per cubic yard under this item shall be made in accordance with Section 109.04 of the STANDARD SPECIFICATIONS when directed by the Engineer. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the furnishing and placing of material when directed by the Engineer in accordance with Sections 109 and 203 of the STANDARD SPECIFICATIONS. |
| 2. Measurement and payment per cubic yard under this item shall be made in accordance with Section 203.04 of the STANDARD SPECIFICATIONS when directed by the Engineer. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the excavation of test pits when directed by the Engineer and in accordance with Sections 109 and 205 of the Standard Specifications. Work does not include ... |
| 2. Measurement and payment per cubic yard under this item shall be made in accordance with Section 205.04 of the STANDARD SPECIFICATIONS when directed by the Engineer. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the excavation of test pits by means of a vacuum when directed by the Engineer and in accordance with Sections 109 and 205 of the Standard Specifications. W... |
| 2. Measurement and payment per cubic yard under this item shall be made in accordance with Section 205.04 of the STANDARD SPECIFICATIONS when directed by the Engineer. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the aggregate base for maintenance of traffic when directed by the Engineer in accordance with Section 105 of the STANDARD SPECIFICATIONS, Baltimore County S... |
| 1. This item of work shall consist of all labor, materials and equipment necessary to complete the full 2-inch milling of existing hot mix asphalt as shown on the CONTRACT DRAWINGS or when directed by the Engineer in accordance with Section 508 of the... |
| 2. Measurement and payment per square yard under this item shall be made in accordance with Section 508.04.01 of the STANDARD SPECIFICATIONS. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete in place the hot mix asphalt for maintenance of traffic when directed by the Engineer in accordance with Section 106, 504, and 1002 of the STANDARD SPECIFICA... |
| 2. Measurement and payment per ton under this item shall be made in accordance with Section 106.04 of the Standard SPECIFICATIONS. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete placement of hot mix asphalt surface and hot mix asphalt base for permanent trench repair in accordance with Section SP-02200 of these TECHNICAL SPECIFICATIO... |
| 2. Measurement and payment per ton under this item shall be made in accordance with Section 504.04 of the Standard Specifications and shall be in accordance with Baltimore County Standard Detail Plate R-38. Trench payment width shall be per Baltimore... |
| ITEM 28 - Remove and Replace Existing Curb and Gutter |
| 2. Measurement and Payment per linear foot will be made in accordance with Section 609.04.01 of the STANDARD SPECIFICATIONS. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the 24-inch ductile iron pipe as shown on the CONTRACT DRAWINGS, in accordance with Sections SP-01900, SP-02200, SP-2300, and SP-02600 of these Technical Spe... |
| 2. Measurement and payment per linear foot under this item shall be made in accordance with Section 1007.03.05 and shall include, but not be limited to; the furnishing and installing 24-inch DIP sewer pipe within the limits shown on the CONTRACT DRAWI... |
| 3. No measurement will be made for bypass pumping and the cost will be incidental to the construction of the relief sewer. Bypass pumping shall be used as required in accordance with the CONTRACT DRAWINGS and Section SP-02740 of these TECHNICAL SPECI... |
| 4. No measurement will be made for the abandonment and/or removal of existing sewers as shown on the CONTRACT DRAWINGS and the cost will be incidental to the construction of the relief sewer. |
| 5. No measurement will be made for saw cutting and the removal of paving and the cost will be incidental to the installation of the ductile iron pipe. |
| 6. No measurement will be made for the furnishing and placing of geotextile and the cost will be incidental to the installation of the ductile iron pipe. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the 30-inch ductile iron pipe as shown on the CONTRACT DRAWINGS, in accordance with Sections SP-01900, SP-02200, SP-2300, and SP-02600 of these Technical Spe... |
| 2. Measurement and payment per linear foot under this item shall be made in accordance with Section 1007.03.05 and shall include, but not be limited to; the furnishing and installing 36-inch DIP sewer pipe within the limits shown on the CONTRACT DRAWI... |
| 3. No measurement will be made for bypass pumping and the cost will be incidental to the construction of the relief sewer. Bypass pumping shall be used as required in accordance with the CONTRACT DRAWINGS and Section SP-02740 of these TECHNICAL SPECI... |
| 4. No measurement will be made for the abandonment and/or removal of existing sewers as shown on the CONTRACT DRAWINGS and the cost will be incidental to the construction of the relief sewer. |
| 5. No measurement will be made for the saw cutting and removal of paving and the cost will be incidental to the installation of the ductile iron pipe. |
| 6. No measurement will be made for the furnishing and placing of geotextile and the cost will be incidental to the installation of the ductile iron pipe. |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the 48-inch diameter manholes as shown on the CONTRACT DRAWINGS, in accordance with Sections SP-01900, SP-02200, and SP-02605 of these Technical Specificatio... |
| 2. Measurement and payment per vertical foot under this item shall be made in accordance with Section 1008.04.01 of the Standard Specifications except as modified herein. |
| 3. The unit price per vertical foot of 48-inch diameter pre-cast sanitary sewer manholes actually installed under this item shall include and cover furnishing all labor, materials, and equipment necessary to complete the work required in accordance wi... |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the 60-inch diameter manholes as shown on the CONTRACT DRAWINGS, in accordance with Sections SP-01900, SP-02200, and SP-02605 of these Technical Specificatio... |
| 2. Measurement and payment per vertical foot under this item shall be made in accordance with Section 1008.04.01 of the Standard Specifications except as modified herein. |
| 3. The unit price per vertical foot of 60-inch diameter pre-cast sanitary sewer manholes actually installed under this item shall include and cover furnishing all labor, materials, and equipment necessary to complete the work required in accordance wi... |
| 1. This item of work shall consist of all labor, materials and equipment required to complete the 84-inch diameter manholes as shown on the CONTRACT DRAWINGS, in accordance with Sections SP-01900, SP-02200, and SP-02605 of these Technical Specificatio... |
| 2. Measurement and payment per vertical foot under this item shall be made in accordance with Section 1008.04.01 of the Standard Specifications except as modified herein. |
| 3. The unit price per vertical foot of 84-inch diameter pre-cast sanitary sewer manholes actually installed under this item shall include and cover furnishing all labor, materials, and equipment necessary to complete the work required in accordance wi... |
| 1. This item of work shall consist of providing all material, labor, and equipment necessary to complete furnishing all 24-inch diameter standard sanitary heavy traffic manhole frames and covers in accordance with Section SP-02605 of these TECHNICAL S... |
| 2. Measurement and payment per each unit installed under this item shall be made in accordance with 1008.04.02 of the STANDARD SPECIFICATIONS and as directed by the engineer. |
| 1. This item of work shall consist of providing all material, labor, and equipment necessary to complete furnishing all 24-inch diameter watertight sanitary manhole frames and covers in accordance with Section SP-02605 of these TECHNICAL SPECIFICATION... |
| 2. Measurement and payment per each unit installed under this item shall be made in accordance with 1008.04.02 of the STANDARD SPECIFICATIONS and as directed by the engineer. |
| 7-01400.pdf |
| 1.01 RELATED DOCUMENTS |
| 1.02 CODES, RULES, PERMITS, AND FEES |
| A. General |
| B. Included Items |
| 1. The Contractor shall include in the work, without extra cost to the County, all labor, materials, services, apparatus and drawings required to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on the CONTRACT ... |
| 2. It shall be the Contractor's responsibility to obtain the appropriate permits for the off-site disposal of excess and unsuitable material. |
1.03 STANDARDS
| 6B-SP-01900 DAB 8_8_2023.pdf |
| 1.01 DESCRIPTION |
| 1.02 EXISTING UTILITY FACILITIES |
| 1.03 SITE INVESTIGATION |
| 1.04 TEMPORARY SERVICES |
| A. The Contractor shall provide, subject to the approval of the Engineer, and pay for the acquisition, maintenance and removal of such temporary water, heat, light, power, telephone, fence around excavated area or enclosed storage, watchman and all ot... |
| B. The Contractor shall provide and maintain one temporary portable chemical toilet and an adequate supply of iced drinking water changed daily with disposable paper cups on the site for the full term of the Contract. |
| A. The cost of electric current used for the construction of this Contract, the testing of all electrical and mechanical equipment and other related work shall be borne by the Contractor up to and including the date of the final acceptance. |
| 1.05 CONSTRUCTION SITE SIGNS |
| 1.06 PROJECT SCHEDULING REQUIREMENTS |
| 1.07 CONTRACTOR TO SUBMIT BREAKDOWN AND CONSTRUCTION SCHEDULE |
| A. In order to determine the amount of the monthly estimate, the successful Contractor shall furnish a complete breakdown of his/her total bid and the number of working days necessary to complete the work. HeS/he shall furnish this information within... |
| B. In order to provide a definite basis for determining job progress, a construction schedule shall be prepared by the Contractor at no additional cost to the County and be submitted to the County within 30 days after the Award of the Contract. Follo... |
| 1.08 PERMITS |
| A. The Contractor shall be aware of, and abide by, the conditions contained in the permits in Section IV of these Specifications and as indicated by the DRAWINGS. |
| B. The Contractor shall procure all other permits as required, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work. as defined in Section GP-7.02. Permits obtained by the Contractor sh... |
| a. SHA Lane Closure |
| b. Fire Hydrant Connection Permit |
| c. MDE Temporary Dewatering |
| C. It is mandatory that all permits be obtained before the notice to proceed is issued. |
| D. The following permits have been secured for this project and are included in the Contract Documents: |
| General Permit For Stormwater |
| 1.01 ENGINEERING SERVICES BY CONTRACTOR |
| A. Baltimore County has established bench marks for the Contractor. |
| A. The Contractor shall provide competent engineering services as necessary to establish all lines and grades to furnish, set and drive grade stakes, and do all other work necessary to lay out the work in accordance with dimensions and elevations show... |
| A. The Contractor shall furnish, at no additional cost to the County, all technical personnel, labor, instruments and materials, including grade stakes, necessary for establishing, marking and maintaining lines, grades and measurements necessary to th... |
| A. All finished surfaces shall conform to the lines and grades shown on the CONTRACT DRAWINGS. |
| 1.09 PHOTOGRAPHIC REPORTS |
| A. The Contractor shall submit each month during construction not less than three 8-inch by 10-inch fully developed and acceptable color photographs (plus negatives) to the Chief, Division of Construction Contracts Administration. |
| A. The Engineer or his representative will designate the origin points of the photographs and the desired scope or perception of the photographs which are intended to give a complete picture of the status of the project. The photographs shall be take... |
| A. . |
| A. The cost of the aforementioned will not be a pay item and no additional compensation to the Contractor will be considered. |
| 1.10 SITE VIDEO |
| A. The Contractor shall video tape the entire construction route prior to the constructionproject area in accordance with Section 1380 of the Rehabilitation Specifications and shall provide two (2) copies ofupload the video to the County FTP site for ... |
| 1.11 MAINTENANCE OF TRAFFIC (MOT) |
| A. See the CONTRACT DRAWINGS and the Occupancy Permit from SHA in Section IV of these Specifications for additional maintenance of traffic requirements on North Point Boulevard Md. Rte. 151.State Roadways. |
| B. The Lane Closure Permits for work within tNorth Point Boulevard Md. Rte. 151 is included in the Permits Section of this Proposal Book. he State ROW shall be obtained by the Contractor as described in Section 1.08.The Contractor may only close one (... |
| C. A minimum single lane of traffic is required to be maintained at all times on all roadways. |
| D. At the end of each workday, the Contractor is required to complete the following: |
| E. All existing driveway access must be maintained at all times. |
| F. The Contractor is responsible for the fabrication, installation and maintenance of all traffic control devices. Said devices shall be in accordance with the Manual on Uniform Traffic Control Devices. Also, the Contractor may be required to furnish a... |
| G. Once the Contractor has received the notice to proceed, the Division of Traffic Engineering will inventory the existing permanent traffic control devices throughout the construction area. Should it be necessary for any devices to be removed by the... |
| H. All costs associated with MOT will be considered incidental to other bid items and no separate payments will be made.)included in the Lump Sum Price Bid for Item 2, Maintenance of Traffic. |
| 1.12 STORAGE AND PROTECTION OF MATERIALS |
| A. The Contractor shall not allow any given area to become littered with trash and waste materials but shall maintain all locations in a neat and orderly construction site at all times.condition throughout the period of the work. |
| B. The Contractor shall define the make arrangements to provide, maintain and secure staging/ and storage area limits. See Section SP-01010 of these TECHNICAL SPECIFICATIONSareas as required. Contractor shall coordinate with other property owners for ... |
| C. The Contractor shall be fully responsible for the security of this area(s), including fencing, watchman and other means of security. Under no circumstances will the County be responsible for the security of any property belonging to the Contractor... |
| D. All equipment and materials provided, and work performed under this Contract shall be protected from damage before and after installation. The Contractor shall be responsible for work, equipment and materials until inspected, tested and finally ac... |
| E. During construction, the open ends of work shall be effectively closed with temporary covers or plugs to prevent the entry of foreign material. |
| A. Where permanent equipment called for under this Contract is installed before the erection of adequate protective structures, the Contractor, without additional compensation therefore, shall provide approved effective and durable covers for fully pr... |
| F. All structures, equipment, piping, and accessories and appurtenances shall be adequately supported and safeguarded against all damage or injury during performance of work under this Contract. The Contractor shall be responsible for all damage or in... |
| G. Contractor shall make all arrangements and provisions necessary for the storage of materials and equipment. All excavated material, construction equipment, and materials and equipment to be incorporated into the work shall be placed so as not to i... |
| H. No delivery of materials and equipment will be accepted by the County, and all expenses incurred by the County in handling materials or equipment which have been consigned or directed to the County will be charged to the Contractor. |
| I. Following completion of the work, but before final payment, the Contractor shall remove all trailers, paving, fencing and other items used by him/her during the construction of the project and/or contained in his/her storage and work area(s). The ... |
| J. All costs associated with providing, maintaining, securing and restoring staging and storage areas will be considered incidental to other bid items and no separate payments will be made. |
| 1.13 CONTRACT DOCUMENTS – DESIGN INTENT |
| A. CONTRACT DRAWINGS to be followed for this Contract shall be those approved drawings on file at the office of the Engineer. The CONTRACT DRAWINGS contain information as to amount, location, dimension and detail of the work to be performed in accord... |
| B. Any discrepancies found between the Drawings and Specifications or any inconsistencies in the Drawings or Specifications shall be immediately reported to the Engineer, in writing, who shall promptly correct such inconsistencies or ambiguities in wr... |
| C. In order to fulfill the requirements of the Contract, conformance is required with both the CONTRACT DRAWINGS and Specifications. The Contractor is not released from responsibility for performing work called for in the CONTRACT DRAWINGS but not in... |
| D. The work under this Contract shall be built of the materials, sizes, dimensions, on the lines and slopes, at the depths, with the connections, and in a manner called for by the Specifications and as shown on the CONTRACT DRAWINGS. All materials an... |
| 1.14 SUBMITTALS |
| A. Within ten (10) working days after the date of award, the Contractor shall submit to the County for the County’s review and approval the information identified in this Contract as submittals following award. Failure to do so may be grounds for ter... |
| 1.01 Submittals SHOP OR WORKING DRAWINGS |
| B. Shop drawings are generally defined as all drawingsspecific product shop drawings, Contractor’s method for completing the work, calculations, diagrams, illustrations, catalog cut sheets, product data sheets, brochures, schedules, bills of material,... |
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