AC8204A26_-_SOW_-_rev_1-13-26_-_whats_in_Opengov_-_updated_4-6-26.pdf

WASHINGTON SUBURBAN

SANITARY COMMISSION

ENGINEERING AND CONSTRUCTION

CONTRACT SPECIFICATION BOOK

CONTRACT NO. AC8204A26

PROJECT AREA WATER AND SEWER HOUSE CONNECTION

CONSTRUCTION

LOCATION VARIOUS LOCATIONS IN PRINCE GEORGE’S &

MONTGOMERY COUNTIES, MARYLAND

PART III

WASHINGTON SUBURBAN SANITARY COMMISSION

PROCUREMENT OFFICE

SPECIAL CONDITIONS

SC-1

SPECIAL CONDITIONS

(Amending General Condition Articles 1 )

REMOVE paragraph designations only for Articles 1.37 through 1.47 are REPLACE with 1.38 through 1.48

ADD

1.37 Sequence of Construction - A general description or outline of the order in which certain project tasks must be performed. When noted on the Contract Documents, the Sequence of Construction may only be modified with the approval of the Engineer.

CONTRACTOR QUALIFICATIONS

A. Minimum Traffic Control Qualifications: Also see Specifications Section 01500.

Bidder and/or their subcontractor(s) shall be responsible for traffic control work and shall demonstrate in the Bid the minimum qualifications to perform such. Requirements for minimum qualifications and Bid submittal are as follows:

1. Bidder and/or their subcontractor(s) must utilize in the contract at least one field individual as a Flagger and one field individual as a Traffic Manager, both certified by the State of Maryland (the ATSSA – American Traffic Safety Services Association - Certification is recognized by SHA and accepted by WSSC to fulfil the requirement for Flagger)

2. Submit with the Bid the names of these individuals on company letterhead and a copy of each certification.

B. Minimum Erosion and Sediment Control Qualifications: Also see Specifications Section 01570. Bidder and/or their subcontractor(s) shall be responsible for erosion and sediment control work and shall demonstrate in their Bid the minimum qualifications to perform such. Requirements for minimum qualifications and Bid submittal are as follows:

1. Bidder and/or their subcontractor(s) must utilize in the contract at least one supervisory field individual with a State of Maryland Erosion and Sediment Control Training and Certification.

2. Submit with the Bid the name and title of this individual on company letterhead and a copy of this certification.

C. Minimum Plumbing Qualifications: Also see Specifications Section 02510. Bidder and/or their subcontractor(s) shall be responsible for pressure tapping cast iron, ductile iron and polyvinyl chloride water pipes and shall demonstrate in their Bid the minimum qualifications to perform such. Requirements for minimum qualifications and Bid submittal are as follows:

1. Bidder and/or their subcontractor(s) must utilize in the contract at least one field individual with a Tapping Certification and a field supervisor experienced in the performance of this work. Installer must have at least 3 projects in the last 3 years of similar size and type that they worked on. Field supervisor must have a minimum of 3 years in the performance of this work.

2. Submit with the Bid the resumes of the Installer and Field Supervisor and copy(ies) of the certification(s).

3. Resumes shall include, at a minimum, past employers for the past 5 years, 3 similar projects in the last 3 years with references, and names and telephone numbers of contact persons.

4. Any change in Installer and Field Supervisor shall require a resume to be submitted and approved in writing by WSSC prior to change.

D. Minimum Chlorination and De-chlorination Qualifications: Also see Specifications Section 02511. Bidder and/or their subcontractor(s) shall be responsible for chlorination and de-chlorination of water pipes and shall demonstrate in their Bid the minimum qualifications to perform such. Requirements for minimum qualifications for chlorination and de-chlorination are as follows:

1. Bidder and/or their subcontractor(s) must utilize in the contract at least one Field Supervisory with 3 years of experience in chlorination and de-chlorination of pressurized water pipes using pressurized liquid chlorine as described in AWWA B301 or method described in AWWA C651.

2. Submit with the Bid the resume of the Field Supervisory and copy(ies) of all certifications/licenses held by this individual.

3. Resume shall include, at a minimum, past employers for the past 5 years, 5 similar projects in the last 3 years with references, and names and telephone numbers of contact persons.

4. Any change in Field Supervisory shall require a resume to be submitted and approved in writing by the WSSC prior to change.

PART IV

PROCUREMENT OFFICE

SCOPE / STATEMENT OF WORK (SOW) / TECHNICAL DOCUMENTS

AC8204A26

AREA WATER AND SEWER HOUSE CONNECTION CONSTRUCTION

INCORPORATION BY REFERENCE

This Solicitation incorporates by reference the Standard Specifications and Standard Details on the WSSC website (with the exception of any “General

Conditions” listed, which shall be specifically identified in Part II of this Solicitation) http://www.wsscwater.com/home/jsp/content/wwww.faces

The Standard Specifications and Standard Details listed are included and incorporated in this Solicitation as if specifically set forth herein.

02510 Water Distribution System 2021Contractor Furnishes All Materials https://www.wsscwater.com/home/jsp/content/std_spec https://www.wsscwater.com/home/jsp/content/std_details http://www.wsscwater.com/home/jsp/content/wwww.faces https://app.e-builder.net/public/PublicFolderFiles.aspx?noSplitter=1&FolderID=%7b06cae89c-12d2-43d0-9efb-f3b105728f40%7d https://www.wsscwater.com/work-us/codes-standards-policies-and-procedures/standard-details-construction/standard-details

SOLICITATION INFORMATION

CONTRACT NO. AC8204A26

AREA WATER AND SEWER HOUSE CONNECTION CONSTRUCTION

AC8204A26

Description of Project: This work consists of constructing approximately 11,000 LF of 1 inch through 2 inch water house connections; approximately 2,600 LF of 4 inch though 6 inch sewer house connections and approximately 335 LF of 1 ¼ inch pressure sewer house connections for approximately 150 new services installations at various locations in Prince George’s & Montgomery Counties, Maryland on an annual basis. This contract will be for a base term of two (2) years with two (2) option terms of two (2) years to renew if exercised by the Commission.

PLEASE NOTE:

As stated in the Standard Specification 01110 – Summary of Work, “all site location data with other available data will be furnished by and under the Engineer’s direction”. The documents will be furnished to the awardee, NO PLANS WILL BE AVAILABLE PRIOR

TO BID.

THE COMMISSION RESERVES THE RIGHT TO AWARD TO MULTIPLE VENDORS

SP-01110-1

SPECIAL PROVISIONS

SECTION 01110

SUMMARY OF WORK

Follow requirements of Standard Specifications Section 01110 except as specified herein.

PART 1 GENERAL

1.1 DESCRIPTION

(For Area Service Connection Contracts (AC and LC) only) A. Section includes general requirements for Work.

DELETE

1.c. In entirety 1.d. letter designation only and replace with c.

ADD

(For Area AC Contract)

3. Work orders memo will have an assigned priority level ranging from 1 – 4.

a. # 1 Site Priority – Emergency – Mobilize to site within 24 hours of notification and start work within time period.

b. # 2 Site Priority – Rush – Next available crew to start work when current job is complete.

c. # 3 Site Priority – Expedite – Start work within 21 days of notification.

d. # 4 Site Priority – Low – Start work when schedule allows.

1.7 CONTRACTOR RESPONSIBILITIES

DELETE

I. Public Notification. In entirety

ADD

I. Public Notification

1. Deliver written notices to each home or business 48 hours prior to commencement of work being conducted, including a local telephone number for inquiries or complaints. A standard copy of the written notice to be delivered must be submitted to the Engineer for approval at the beginning of the contract.

2. Provide owner or occupant with summary of work to be completed, and time and duration of service interruption to building

3. Contact any home or business where ingress and egress will be unavailable to property and/or that cannot be reconnected withing time stated in written notice.

4. Contractor is responsible for updating written notices if the work is delayed from original schedule given in the written notice

SP-01110-2

5. Failure to provide written notice or updating notices will be subject to a $500.00 penalty for each instance of failure to deliver written notice.

Contractor is responsible for documenting timely delivery of notices with time and date stamped photographs that must be uploaded into e-Builder within 48 hours.

ADD

L. Permits

1. Maryland State Highway Administration

a. Work within Rights of Way: Follow MSHA Master Permit issued to WSSC, the Contract Documents, and specified herein.

1) Vehicular traffic: Maintained at all times.

2) Working hours:

a) 7 a.m. to 5 p.m. when not affecting traffic and 9 a.m. to 3 p.m.

when working in or near normal traffic patterns

b) Do not perform work within right-of-way on weekends, National holidays or days before and after National holidays.

b. Plate Open Excavation:

1) Provide required warning signs and remove equipment and material a minimum of 30 feet from the edge of the existing traveled pavement during non-work periods.

2) Equipment and material not allowed in median of divided highway when not in use.

3) Do not park private automobiles and nonessential vehicles on right-of-way.

4) Remove promptly mud and debris tracked or spilled on the roadway.

5) Take precautions, particularly in freezing temperatures to keep water off traveled roadway.

6) Do not drive or tow equipment with metallic treads on paved surfaces.

7) Do not drag or skid material or equipment without wheels across paved surfaces.

8) Do not place or stockpile excavated or backfill material on improved surfaces.

c. Sheeting:

1) Required for trenches in paved roadways and where the distance of roadside edge of a longitudinal trench is less than depth of trench.

2) Roadside edge: Sheeted and braced against the opposite side of trench

3) Wood sheeting: Left in place and cut 1 foot below finished grade.

4) Metal sheeting: May be removed as tamped backfill progresses.

5) Excavations located within paved sections and shoulder area:

Backfilled in not more than 6 inch lifts.

d. Traffic Lane and Shoulder Closures:

1) Scheduled with District 3 Office of Maryland State Highway Administration.

2) Requests for closures:

SP-01110-3

a) Submitted as soon as a reliable schedule for the anticipated work is established.

b) Requests must be received at least 2 hours before any closure.

c) Obtain closure scheduling procedures and forms from MSHA

District 3 Office.

e. In addition to maintenance of traffic requirements in the MSHA Master

Permit and Contract Documents, follow requirements of the MSHA Traffic Control Standards located in the Attachment Section.

f. Trenches Across Roadways and Shoulders:

1) Backfilled entirely with crushed stone and be placed in horizontal layers not to exceed 6 inches in depth.

2) Uniformly tamp each layer to be compacted by means of a mechanical or vibratory compacting device.

2. Prince George’s County

a. Pre-construction meeting: Contractor, DPW&T Inspector, and Engineer.

1) Engineer will arrange by calling Department dispatcher at 301-883-

5730 at least 48 hours before start of construction.

b. Roadway:

1) Maintain vehicular traffic.

2) Working hours: 9 a.m. to 3:30 p.m. Monday through Friday. During non working hours: Both sides to remain open.

c. Perform work following Prince George’s County “Policy and Specification for Utility Installation and Maintenance Permits, February 2007”

1.16 MOBILIZATION

B. Payment: At fixed contingent unit price listed in Bid Schedule.

1. Payment will be made when;

ADD

i. Locate, adjust, repair or replacement of curb stop and curb box only.

SP-01500-1

SECTION 01500

TEMPORARY FACILITIES AND CONTROLS

Follow requirements of Standard Specifications Section 01500 except as specified herein.

PART 1 GENERAL

1.4 PROJECT SIGNS

B. Water Main Replacements, Relocations and Cleaning and Lining Contracts.

ADD

5. Provide at:

a. Each Site Location

SP-02510-5

SECTION 02510

WATER DISTRIBUTION SYSTEM

Contractor Furnish All Material

Follow requirements of Standard Specifications Section 02510 except as specified herein.

PART 2 PRODUCTS

2.1 MATERIALS

A. Pipe and Fittings.

1. General:

d. The Commission will furnish:

ADD

2) Connection to Existing PCCP Water Mains for 2-inch and Smaller Water

Service per Standard Detail W/13.1 including the following components:

a) PCCP x DIP Adaptor (PCCP Bell x DIP Spigot)

b) PCCP x DIP Adapter (PCCP Spigot x DIP Spigot)

3)Meter yoke setters, ¾”, 1”, 1-1/2”, and 2”

ATTACHMENTS

Washington Suburban Sanitary Commission – Erosion and Sediment Control Permit for Minor Utility Construction in Prince George’s and Montgomery Counties

Traffic Control Sketches

Paving Detials

EROSION AND SEDIMENT CONTROL PERMIT

FOR MINOR UTILITY CONSTRUCTION

IN PRINCE GEORGE’S AND MONTGOMERY COUNTIES

PERMIT NO. :__________________________

EXPIRATION DATE: ___________________________

In accordance with provisions set forth in the Md. Public Utilities Code Ann. §§ 17-403 and 17-406;

Md. Environment Code Ann. § 4-105; and the Utility Erosion and Sediment Control Regulations adopted by the Washington Suburban Sanitary Commission, permission is hereby given to to perform Minor utility construction(as defined by the Washington Suburban Sanitary Commission’s Utility Erosion and Sediment Control Regulations).

Contract Number (if applicable) ____________________________________________________________

CONDITIONS

1. All work done under this Permit shall comply with the below written conditions, the WSSC Utility Erosion and Sediment Control Regulations, the “1994 Maryland Standards and Specifications for Soil Erosion and Sediment Control,” and any instructions issued by the Washington Suburban Sanitary Commission Environmental Group.

2. All responsible field personnel involved in construction of the project covered by this Permit shall have a Certificate of Attendance at a Maryland Department of the Environment approved training program for control of sediment and erosion.

3. A copy of this approved Minor Permit must be maintained on all applicable job sites.

4. Provide written notification of “emergency work” locations no later that 48 hours after construction has begun at WSSC fax 301/206-8057.

5. The holder of this Permit shall give at least 48 hours advance notice to the WSSC at 301/206-8077 before construction under this Permit is undertaken, and shall submit certification of completion of work for each project under this Permit to the WSSC. Any qualifying project found to be in progress for which the WSSC Environmental Group has not received advance notice will be considered non- Permitted, and subject to immediate citation action.

6. The holder of this Permit shall supply the WSSC with weekly written notification of work site locations at the WSSC Fax 301/206-8057.

7. The holder of this Permit shall supply the WSSC with a set of construction drawings for each project in excess of 1000 linear feet at least one week prior to construction, and weekly written notification of work site locations at WSSC fax 301/206-8057.

8. When any construction activities by the Permittee or his/her agent are in 100 year flood plains, streams or wetlands, supply WSSC with a copy of the designated Maryland State authority Permit or exemption letter at fax 301/206-8057, prior to the commencement of work.

9. The site, work, and materials under this Permit shall be available at all times for inspection by officials of the WSSC.

10. Deviations from the Procedures or Conditions set forth in this Permit require prior approval of the

WSSC.

11. This Permit is subject to suspension by the WSSC whenever determination is made and after notice is given that the Permittee is in violation of the WSSC Utility Erosion and Sediment Control Regulations or the requirements specified by this Permit.

12. No trenching or clearing operations shall take place until appropriate sediment controls are installed.

These devices shall not be removed until approval is granted by the WSSC.

13. All soil material deposited on public thoroughfares shall be immediately removed.

14. Topsoil shall be stripped from the construction area, stockpiled for reuse, and protected from erosion (stockpiles will be located outside of flood plains and wetlands).

15. At any locations where surface runoff from disturbed or graded areas can flow beyond the limits of disturbance, sediment control measures shall be installed and maintained to prevent sediment form being transported beyond the limits of disturbance.

16. Boring and receiving pits shall be protected with sediment control and shall be a minimum of 25ft.

from any stream and outside the 25ft. buffer for nontidal wetland with the slurry to be contained and removed from the site.

17. Any erosion and sediment control measures damaged during construction shall be repaired at the end of each working day.

18. Any groundwater that is pumped during this project shall be discharged into an approved desilting structure for dewatering before flowing off site.

19. Following initial soil disturbance or redisturbance, permanent or temporary stabilization shall be completed by the end of each workday on all disturbed areas not protected by sediment controls.

20. Should any disturbance be made to existing surface drainage channels, ditches or swales the Permittee shall restore these to their original cross-section and condition and stabilize the area with anchored sod, matting, or surge stone (4in. to 12in.).

21. Provide temporary diversions and drainage during construction in drainage ways, roadside channels, and other drainage easements with nonerodible water handling devices such as plastic sheeting, sand bags, steel plates, jersey barriers, or piping (no smaller than 12 inch diameter).

22. Final Grades shall be the same as those that existed prior to the project.

“I (WE) certify that I (WE) have the authority to make the foregoing application; that the information above and subsequent project information is correct; and that I (WE) have chosen to satisfy my(our) sediment control obligations based upon the physical characteristics of the site and my(our) ability to meet all the limitations and conditions set forth by this Agreement.”

Signature of Company Representative:_________________________________________________ Date:_________________________________________________

Printed Name:_____________________________________________________________________

Title:_____________________________________________________________________________ Address:___________________________________________________________________________

Liaison Agent’s Name:____________________________ Telephone No.______________________ Fax No._______________________

Issued by the Washington Suburban Sanitary Commission:

14501 Sweitzer Lane Laurel, MD 20707

Printed Name and Title

Signature Date

MC'DOT STD. NO. 60-A MODIFIED FOR REPAIR OF REHABlUTED STREETS

· IN CITY OF GAITHERSBURG

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OR CONES

si=30 FT.

sS:10 FT.

NOTE' ACCESS POINTS \VITHIN LANE CLOSURE

SHALL BE CON TROLLED BY FLAGGER<S)

REFER TO TCP 100.01 FOR SIGN

SPACING, TAPER LENGTHS AND

BUFFER ZONE LENGTHS

\o/ORK AREA

-o st -0

DY CL

t

BUFFER

DATE

\V20-7o.<D 48' X 48'

IJ20-4

48' X 48"

1,.,120-1 48' X 48''

TRAFFIC OPERATIONS SECTION

O?-Ol-o MONTGOMERY COUNTY, MARYLAND

.------.--.-----~ DES. BY r-----------------------~

REVISION DATE APPROVED

BY MCDPIJT

DRA'WN BY

TCLE

SCALE

FLAGGING CONTROL

NON - INTERSECTION

APPROVED

NTS STANDARD TCP-102.02 - ·OF_ SHEETS

'w'20-1 49• X 49•

'w':S-1 48' X

B

A

+-1/2 TAPER

t

TANGENT

tiL:! I ~~ 1-::0.:

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W<t tl!:Cl.

TAPER

j_

~ DIRECTION OF TRAFFIC

...__._ SIGN

'w'DRK SITE

TRAFFIC DRUMS

DR CONES

sl=30 FT.

s2.:10 FT.

0 0

0 0 0 0

~~~~~,......-0~

--0

0 0 0 ...L.L

-o ~ -o

0 0

• 100' t 'w' DRK AREA

I

1/2 TAPER

REFER TO TCP 100.D1 F[JR SIGN

SPACING AND TAPER LENGTHS

-J UL:l ~-<z 0!:

(I)Q!:

W<t

49• X 48 '

0 ...__._

'w'1-3R Jtl!: a_

'w' I - 6-- 48 ' X 24 • ARRD'w'

DY CL

REVISION DATE APPROVE BY

A

B

~J

DATE

'w'l-3L 48' X 48'

'w'20-1 48' X 48'

TRAFFIC OPERATIONS SECTION

MONTGOMERY COUNTY, MARYLAND

TRAFFIC CONTROL FOR MAINTAINING

T\JO-\JAY TRAFFIC BY ENCROACHING

INTO OPPOSING TRAFFIC FLO\J

TCLE APPROVED

~GALE CHIEF, TRAFFIC OPERATIONS SECTION

NTS STANDARD TCP-102.03 -- OF _SHEETS

Revision 03/14/12 Specifications and Standards for Roadways and Bridges Section III – 63

Revision 03/14/12 Specifications and Standards for Roadways and Bridges Section III – 64

SEE NOTE 2

EXISTING PAVING

CASE I

NOTE:

PAVEMENT SECTION TO MATCH EXISTING

ROADWAY SECTION (6" MINIMUM)

FINISHED CONCRETE GRADE

Fe = 4,500 psi AT 28 DAYS p

. /7 .

TRENCH WIDTH

VARIABLE

REMOVE TO NEAREST JOINT,

ONE DIRECTION ONLY

! .. 12' .. I

CASE II

EXISTING PAVING

9" MIN.

APPROVED SUBGRADE (95% ASSHTO T99

METHOD "C " BELOW TOP FOOT~ 1 00%

ASSHTO T99 METHOD "C " IN TOP FOOT)

3'MIN. 4' MIN.

1 .... , .... , 20• /110 DOWEL SPACING.

- 4.0' LONGITUDINALLY

ALL EXISTING TIE DEVICES ARE TO BE UTILIZED,

OR REPLACED IF DAMAGED.

- 1.0' TRANSVERSALLY

GENERAL NOTES

1. REFER TO M.C.D.O.T. UTILITY PATCH SPECIFICATIONS FOR MATERIALS AND METHODS OF CONSTRUCTION.

2. EXISTING PAVEMENT MUST BE SAW CUT FULL DEPTH PRIOR TO EXCAVATION.

3. IF THE CONCRETE ROADWAY IS OVERLAYED WITH BITUMINOUS CONCRETE, A BITUMINOUS CONCRETE SURFACE COURSE SHALL BE PLACED EQUAL IN THICKNESS TO THE EXISTING BITUMINOUS CONCRETE OVERLAY.

4. SEE CASES 1, 2, AND 3 FOR JOINT PATTERN.

JAr-J 5 I 95

DATE

REVISED MONTGOMERY

DEPARTMENT OF

COUNTY

TRANSPORTATION

UTILITY PATCH

IN RIGID PAVEMENT

STANDARD NO. MC-801.01

I

PAVEMENT SECTION TO MATCH

EXISTING ROADWAY SECTION SEE NOTE 2

EXISTING EXISTING

PAVING PAVING

APPROVED SUBGRADE (95% ASSHTO

T99 METHOD "C" BELOW TOP FOOT;

100% ASSHTO T99 METHOD "C" IN

TRENCH WIDTH - VARIABLE TOP FOOT.)

CD TWO - 1 1/2, BITUMINOUS CONCRETE

SURFACE COURSE

BITUMINOUS CONCRETE BASE COURSE

SEE NOTE 3.

SUBBASE MATERIAL

SEE NOTE 3

ARTERIAL ROADWAY

( OR HIGHER CLASSIFICATION )

- W4 X W4 WIRE MESH

SEE NOTE 2

EXISTING

PAVING

CONCRETE OPTION

(D . 1 '1 /'r BITUMINOUS CONCRETE

SURFACE COURSE

® ~ MINIMUM CONCRETE PATCH

<D ®

TRENCH WIDTH - VARIABLE

PRIMARY ROADWAY

( OR LOWER CLASSIFICATION )

GENERAL NOTES

SEE NOTE 2

EXISTING

PAVING

APPROVED SUBGRADE (95% ASSHTO

T99 METHOD "C: BELOW TOP FOOT;

1 00% ASSHTO T99 METHOD "C: IN

TOP FOOT.)

BITUMINOUS OPTION

(D 1 1 /'r BITUMINOUS CONCRETE

SURFACE COURSE

(6} BITUMINOUS CONCRETE

BASE COURSE

SEE NOTE 3

1. REFER TO M.C.D.O.T. UTILITY PATCH SPECIFICATIONS FOR MATERIALS AND METHODS OF CONSTRUCTION.

2. EXISTING PAVEMENT MUST BE SAW CUT FULL DEPTH PRIOR TO EXCAVATION.

3. BASE COURSE AND SUBBASE MATERIAL SHALL CONFORM TO APPROPRIATE ROADWAY CLASSIFICATION DESIGN STANDARD OR MATCH EXISTING CONDmON. WHICHEVER IS GREATER.

APPROVED JAN 5/96

DATE

REVISED MONTGOMERY

DEPARTMENT OF

COUNTY

TRANSPORTATION

UTILITY PATCH

IN FLEXIBLE PAVEMENT

! .<;~~~~~~~~~~ ~----------~ STANDARD NO. MC-801.02

SELECT BORROW

OR BACKFILL

I

4' 6" MIN -

__{; MANHOLE OR

A METER BOX A z

:i tl

I

J

VARIABLE

APPURTENANCE

CONCRETE PATCH

6"X6"-W4 X W4-WIRE MESH

1 1 /2" BIT. CONC. SURFACE COURSE

........... : ••.•••. ~lfd-EX. BIT.

~-< .... ~. ~-PAVEMENT

12" ~

Co •l I

M.S.H.A. MIX NO. 6 CONCRETE

WITH AIR ENTRAINMENT.

SAME THICKNESS AS

EXISTING PAVEMENT.

0:::

ox

BITUMINOUS CONCRETE PAVEMENT ~~

SECTION A-A

~ APPROVED JAN 5 / 95

~ DATE

REVISED

\0

I ,_n_, I

... LIMITS OF DISTURBED

SOIL

CONCRETE PAVEMENT

SELECT BORROW

OR BACKFILL

MONTGOMERY COUNTY

DEPARTMENT OF TRANSPORTATION

UTILITY PATCH

FOR APPURTENANCE ADJUSTMENT

STANDARD NO. MC-801.03

APPENDIX C

PROCUREMENT OFFICE

AC8204A26

SUBMISSION FORMS

BF-1

BID FORM

WASHINGTON SUBURBAN SANITARY COMMISSION

CONTRACT NO. AC8204A26

Area Water and Sewer House Connection Construction

In compliance with the Invitation to Bid and subject to all the conditions thereof, the undersigned, having carefully examined the Contract Documents as so defined in the General Conditions, including Addenda noted below, and having visited the site and examined all conditions affecting the Work proposes to furnish all labor, materials, equipment and design called for by the Contract Documents, and to complete the Work in strict accordance with the Contract Documents, and will furnish all required insurance and bonds, for the total price bid, which is listed on the attached Bid Schedule.

Acknowledgement of Addenda:

Addendum # Dated __________ Addendum #_____ Dated ___________

Addendum # Dated __________ Addendum #_____ Dated ___________

Addendum # Dated __________ Addendum #_____ Dated ___________

Addendum # Dated __________ Addendum #_____ Dated ___________

Addendum # Dated __________ Addendum #_____ Dated ___________

Time for substantial completion shall be 730 days, which shall commence on the date set forth in the Notice to Proceed.

Non-productive time related to inclement weather is factored into the contract time as follows:

March 1st through May 31st, October 1st through November 14th, 15% of elapsed work days for weather or 10 and 5 work days respectively if the entire period is covered.

June 1st through September 30th, 10% of elapsed work days for weather or a total of 9 work days if the entire period is covered.

November 15th through February 28th, 20% of elapsed work days for weather or a total of 14 work days if the entire period is covered.

Liquidated damages as set forth in the Contract Documents shall be $925.00 per day.

BF-2

The undersigned encloses herewith Bid Guarantee in the form of a Certified Check/Bid Bond (circle one) $ , being 5 percent of the total bid when it is more than $100,000, and accepts the provisions of the Information for Bidders regarding disposition of the Bid Guarantee. The undersigned agrees that, upon written acceptance of this Bid and within 10 days after Award of the Contract, he will execute a Contract and furnish Bonds as set forth in the Contract Documents.

The undersigned agrees that if awarded the Contract, he will commence Work within ten days after the date set forth in the Notice to Proceed, and that he will complete the Work within the number of days specified above.

The undersigned further agrees to perform all extra work required to complete the Work contemplated in accordance with procedures set forth in the Contract Documents.

Attachments: Bid Bond, Contract Certification Affidavit, Bid Form, Bid Schedule, and Form for Substitutions for Specified Items.

The undersigned declares that neither the bid nor a possible contract arising therefrom is precluded by MD Code, State Government, § 15-503 or Article 4 of WSSC’s Code of Ethics.

The undersigned certifies that he/she/it has obtained the Contract Documents in accordance with the Invitation to Bid.

Names of Bidder must be shown in full if an individual; and if a partnership, full names of all partners must be shown. If Bidder is a corporation, impress corporate seal and furnish name of State where incorporated. If joint venture, all parties must sign.

Bidder represents that he operates as an individual, partnership, joint venture, or corporation.

Incorporated in the State of . (see Information for Bidders, "Foreign Corporation").

BF-3

Name of Bidder (Type or Print) Corporated Seal

Business Address (Type or Print)

By/Signature in Ink Attest

Title of Person Signing Title of Person Attesting

U.S. Treasury Department Employer's Identification No:

BID SCHEDULE

CONTRACT NO. AC8204A26

ITEM

NO. DESCRIPTION UNIT QUAN-

TITY

UNIT PRICE TOTAL PRICE

DOLS. CTS DOLS. CTS.

1.

Test pit in non-State/non-arterial paved area CY 316 0

2. Test pit in State/arterial road CY 380 0

3. Test pit in non-paved area CY 115 0

4. Gravel backfill below subgrade CY 90 0

5. Silt fence LF 7 0

6. Straw bale dike LF 9 0

7. Crusher run CR6 CY 96 0

8. Borrow trench backfill CY 65 0

9.

Temporary hot bituminous concrete to replace cold patch in State/arterial road, as directed by the Engineer

SY 174 0

10. Mobilization / Demobilization EA 2,320 0

11.

Install new outside meter setting and housing (¾ inch through 1½ inch) only

EA 783 0

ITEM

NO. DESCRIPTION UNIT QUAN-

TITY

UNIT PRICE TOTAL PRICE

DOLS. CTS. DOLS. CTS.

12.

Abandon existing water house connection in separate excavation

EA 707 0

13.

Abandon existing sewer house connection in separate excavation

EA 1,421 0

14.

Abandon existing pressure sewer house connection in separate excavation

EA 1,044 0

15.

Connect to sewer manhole (4 inch through 6 inch) EA 1,421 0

ITEM NUMBERS 1 THROUGH 15 ABOVE ARE CONTIGENT ITEMS

16.

Furnish and install 1 inch through 2 inch water house connection LF 20,000

17.

Furnish and install 1 inch through 2 inch water house connection in State/arterial road

LF 2,000

18.

Furnish and install 4 inch through 6 inch sewer house connection LF 3,600

19.

Furnish and install 4 inch through 6 inch sewer house connection in State/arterial road

LF 1,600

20.

Furnish and install 1¼ inch pressure sewer house connection LF 600

21.

Furnish and install 1¼ inch pressure sewer house connection in State/arterial road

LF 70

ITEM

NO. DESCRIPTION UNIT QUAN-

TITY

UNIT PRICE TOTAL PRICE

DOLS. CTS. DOLS. CTS.

Furnish and install service valve assembly for pressure house connection

EA 10

Connecting to ex. 16" PCCP Main per WSSC standard detail W/13.1

23.

Furnish and install 1½ inch and 2 inch water service on 16" PCCP main in Non- State Road

EA 8

24.

Furnish and install 1½ inch and 2 inch water service on 16" PCCP main in State highway Road

EA 8

Connecting to ex. 20" PCCP Main per WSSC standard detail W/13.1

25.

Furnish and install 1½ inch and 2 inch water service on 20" PCCP main in Non- State Road

EA 4

26.

Furnish and install 1½ inch and 2 inch water service on 20" PCCP main in State highway Road

EA 4

Connecting to ex. 24" PCCP Main per WSSC standard detail W/13.1

27.

Furnish and install 1½ inch and 2 inch water service on 24" PCCP main in Non- State Road

EA 2

28.

Furnish and install 1½ inch and 2 inch water service on 24" PCCP main in State highway Road

EA 2

TOTAL BID ITEMS 16 - 28

TOTAL AMOUNT

* For items 23-28 WSSC will furnish PCCP connection fittings per spec 02510 above.