AMENDMENT 0001 2-15-12 FINAL.pdf

NSN 7540-01-152-8070 STANDARD FORM 30. (Rev. 10-83) Previous Edition unusable Prescribed by GSA FAR (48 CFR) 53.243

Page of Pages AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. Contract ID Code

2. AMENDMENT MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (if applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than item 6) CODE

(x) 9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

8. NAME AND ADDRESS OF CONTRACTOR (NO., Street, Country, State and ZIP Code)

CODE FACILITY CODE

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning ______ copies of amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OR OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

Check One

A. THIS ORDER ID ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return _______ copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible)

Except as provided herein, all terms and conditions of the document referenced in item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR 16B. UNITED STATES OF AMERICA

(Signature of person authorized to sign)

15C. DATE SIGNED

(Signature of Contracting Officer)

16C. DATE SIGNED

Supplementary Page

PAGE 2 OF GS-01P-12-BZ-C-0008/0001

Description of Modification/Amendment:

See Attached.

Supplementary Page

PAGE 3 OF GS-01P-12-BZ-C-0008/0001

PAGE 2 OF GS-01P-12-BZ-C-0008/0001

The Bid Opening Date remains February 23, 2012 at 2:00PM, Local Time.

Solicitation Number GS-01P-12-BZ-C-0008, Water Infiltration Repairs at the Highgate Springs LPOE in Highgate Springs, VT is hereby amended as follows:

1) Update the DOL General Decision Number VT120026 found on page 26-30 of Volume 1, The Agreement.

From (Solicitation): Modification 0, dated 01/06/2012 To (Amendment 0001): Modification 1, dated 02/03/2012

General Decision Number VT120026, Modification 1, dated 02/03/2012 is hereby made part of this solicitation, GS-01P-12-BZ-C-0008.

Employees working under this project shall be paid at least the minimum hourly wage and fringe benefits shown in the attached General Decision Number. (See attachment 1 to Amendment 0001)

2) The following questions and answers are incorporated into this solicitation.

Q 1. Is there a detail for the sump-pumps to be installed in the electrical and communication MH. I can find no specifications for the pump or detail for the configuration or modifications to the existing vaults.

A: The detail for the sump pumps is as follows:

Zoeller model 57 or approved equal, 19 gpm, 15 feet total dynamic head, 0.3hp, 1550 rpm, 120V/1ph. It should include a variable level float switch and pump stand options.

(See Attachment 2 to Amendment 0001)

Q 2. Confirm that there will be no work in our scope related to the existing building BMS system. Will the equipment be disconnected from the BMS system before our work begins?

A:Under this contract, the contractor will be required to have the equipment removed from the BMS

Q 3. What is the maximum number of lanes we can have shut-down at any one time?

A: No more than 2 lanes can be shut down at any given time.

Q 4. Provide manufacturer and model number of the existing condenser so we can properly size the equipment required for its removal.

A:

MFR: Comfortmaker Model: CA5560VHD2 Ser: L970927696

Q 5. Are there any specifications on sump pumps in electrical manholes?

See Answer to Question 1.

Q 6. I did not find any detail drawing or spec’s on the proposed Sump Pump System – ex: outlet elev, discharge pipe size, voltage & breaker size, nor any pump on/off controls and etc.

See Answer to Question 1.

Q 7. What is the interior size of the “C” and “E” – can a man work inside them? Is the “E” high voltage ?

A: Drawing C502 Detail 5 lists Manhole Dimensions. C is a Communications Manhole, this is not High Voltage. E is the Electrical Manhole, this has standard 120, 277 voltages running through.

Q 8. Will there be any additional compensation for removing concrete greater than 6” in the roadway or 4” in the sidewalks?

A: Please reference Drawing C-103, Key notes 20 and 22 and bid accordingly.

Q 9. I found the wage rates in Vol I but did not find the requirement for certified payroll – Is a certified payroll required?

A: The DOL General Decision Number in Volume 1 has been updated to modification 1, dated 02/03/2012 included in this Amendment 0001. Certified Payroll is required. Please reference page 17 of Volume 1, FAR Clause 52.222-8 “Payrolls and Basic Records”, https://www.acquisition.gov/far/html/52_222.html. It will also be discussed further in the preconstruction meeting.

SotheavyKhon Text Box

THIS AMENDMENT MUST BE ACKNOWLEDGED BY ONE OF THE METHODS IN BLOCK 11 ON PAGE 1

PAGE 3 OF GS-01P-12-BZ-C-0008/0001

ATTACHMENT 1 TO AMENDMENT 0001

General Decision Number: VT120026 02/03/2012 VT26

Superseded General Decision Number: VT20100054

State: Vermont

Construction Type: Building

County: Franklin County in Vermont.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Modification Number Publication Date 0 01/06/2012 1 02/03/2012

CARP0118-007 04/01/2010

Rates Fringes

CARPENTER, Excludes Drywall Hanging..........................$ 22.47 15.66

ELEC0300-001 09/01/2010

Rates Fringes

ELECTRICIAN......................$ 17.95 20%+7.20

ELEC0300-002 09/01/2010

Rates Fringes

ELECTRICIAN (Low Voltage Wiring Only).....................$ 20.20 20%+7.20

IRON0007-024 03/16/2011

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 20.87 19.37

PLUM0693-003 05/01/2011

Rates Fringes

PLUMBER..........................$ 25.45 12.00

* SHEE0063-005 07/01/2011

Rates Fringes

SHEET METAL WORKER

(Installation of HVAC Duct Only)............................$ 23.25 12.67

SUVT2011-011 02/10/2011

Rates Fringes

BRICKLAYER.......................$ 25.89 0.78

CARPENTER (Drywall Hanging Only)............................$ 17.15 1.63

PAGE 4 OF GS-01P-12-BZ-C-0008/0001

ATTACMENT 1 TO AMENDMENT 0001

LABORER: Common or General......$ 12.88 3.52

LABORER: Mason Tender - Brick...$ 15.78 0.48

LABORER: Mason Tender - Cement/Concrete..................$ 16.50 0.00

OPERATOR: Bulldozer.............$ 19.00 0.00

OPERATOR: Excavator.............$ 16.40 0.00

PAINTER: Brush Only.............$ 17.91 0.00

PAINTER: Roller Only............$ 17.91 0.00

ROOFER...........................$ 18.98 4.40

SPRINKLER FITTER (Fire Sprinklers)......................$ 19.43 2.30

TRUCK DRIVER: Dump Truck........$ 14.00 0.81

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non-union.

Union Identifiers

An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example.

Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rate.

Non-Union Identifiers

Classifications listed under an "SU" identifier were derived

PAGE 5 OF GS-01P-12-BZ-C-0008/0001

from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date.

Survey wage rates will remain in effect and will not change until a new survey is conducted.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

PAGE 6 OF GS-01P-12-BZ-C-0008/0001

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

PAGE 7 OF GS-01P-12-BZ-C-0008/0001

SECTION: 2.20.010

FM0493

Supersedes

SPECIAL MODEL FEA TURES:

ALL MODELS ARE

COMPLETELY SUB MERS IBLE

HERMETICALLY SEALED

Watertight - dust tight. Permanently oiled bearings.

VARIABLE LEVEL CONTROL

SYSTEMS AVAILABLE

Note: The sizing of effl uent systems normally requires variable level fl oat(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps.

MODELS AVAILABLE

• Automatic or Nonautomatic

• “53 - 57” - .3 HP, 115V or 230V

• “55 - 59” - .3 HP, 115V or 230V

• BE53/BE57 & BN53/BN57 available packaged with Piggyback Variable Level Float Switch

VORTEX TYPE

IMPELLER

COMPARE THESE FEA TURES

• Non-Clogging vortex impeller

• Float operated, submersible (NEMA 6) 2-pole mechanical switch & variable level long cycle systems available

• UL Listed 3-wire cord plug; 9 ft. standard for automatic, 15 ft. standard for nonautomatic

• Corrosion resistant powder coated epoxy fi n ish

• No sheet metal parts to rust or corrode

• Stainless steel screws, switch arm, guard and handle

• No screens to clog

• Watertight neoprene " " ring between motor and pump housing

• Solid buoyant polypropylene fl oat

• Motor - 60 Hz, 1550 RPM, oil-fi lled, hermetically sealed, automatic reset thermal overload protected

• Upper and lower sleeve bearings running in bath of oil

• Entire unit pressure tested after assembly

• Carbon and ceramic shaft seal

• Maximum temperature for effl uent or dewatering—130°F (54°C)

• Passes ½" inch spherical solids

• 1½" NPT Discharge.

• On point—7¼" • Off point—3"

• Major width—10 3/32" • Height—10 1/16"

53 - 57 Cast Iron Series 55 - 59 Bronze Series

(For Pump Prefi x Identifi cation see News & Views 0052)

“MIGHTY-MATE”

SUBMERSIBLE PUMP

FOR

DEWATERING (SUMP)

OR

EFFLUENT (SEPTIC TANK SYSTEMS)

PASSES ½" SOLIDS

1½" NPT DISCHARGE

AUTOMATIC

MODEL

BN MODEL

© Copyright 2011 Zoeller Co. All rights reserved.

Product information presented here re fl ects con di tions at time of publication. Consult factory re gard ing dis crep an-cies or in con sis ten cies. MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347

SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961

(502) 778-2731 • 1 (800) 928-PUMP • FAX (502) 774-3624

visit our web site:

www.zoeller.com

MODEL 53

• Cast iron switch case, motor & pump housing

• Engineered thermoplastic base

• Engineered, glass-fi lled, plastic impeller with metal insert

• Stainless steel guard & handle

• Bearing - lower & upper oil fed cast iron

MODEL 57

• All cast iron construction

• Stainless steel guard & handle

• Bearing - lower & upper oil fed cast iron

• Cast iron impeller

MODEL 55

• Bronze switch case, motor & pump housing

• Engineered thermoplastic base

• Engineered, glass-fi lled, plastic impeller with metal insert

• Stainless steel guard & handle

• Bearing - lower & upper oil fed bronze

MODEL 59

• All bronze construction

• Stainless steel guard & handle

• Bearing - lower & upper oil fed bronze

• Bronze impeller

R LU

Tested to UL

Standard UL778.

R

(Tested to UL778 and CSA22.2 108 Standards)

SotheavyKhon

ATTACHMENT 2 TO AMENDMENT 0001

PAGE 8 OF GS-01P-12-BZ-C-0008/0001

1 1/2 -11 1/2 NPT4 5/8

6 3/163 7/8

3 7/8

10 1/16

3 3/32

SELECTION GUIDE

1. Integral fl oat operated mechanical switch, no external control required.

2. Single piggyback variable level fl oat switch or double pig gy back variable level fl oat switch. Refer to FM0477.

3. Mechanical alternator “M-Pak” 10-0072 or 10-0075.

4. See FM0712 for correct model of Electrical Alternator.

5. Variable level control switch 10-0225 used as a control activator, with

Electrical Alternator (3) or (4) fl oat system.

• Variable level fl oat switches available

• Variable level long cycle systems available

• Available with special cord lengths of 15', 25', 35', (50' 230V only)

• Alarm systems available

• Duplex systems available

CONSULT FACTORY

FOR SPECIAL APPLICATIONS

RESERVE POWERED DESIGN

For unusual conditions a reserve safety factor is en gi neered into the design of every Zoeller pump.

All installation of controls, protection devices and wiring should be done by a qualifi ed licensed electrician. All electrical and safety codes should be followed including the most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA).

For information on additional Zoeller products refer to catalog on Piggyback Variable Level Float Switches, FM0477; Electrical Alternator, FM0486; Mechanical Al ter na tor, FM0495; Sump/ Sewage Basins, FM0487; and Single Phase Simplex Pump Control/Alarm Systems, FM0732.

FLOW PER MINUTE

LITERS 0 80

GALLONS

TO

TA

L

DY

NA

M

IC

H

EA

D

10 20 30

40 50

PUMP PERFORMANCE CURVE

MODELS 53/55/57/59

FE

ET

M

ET

ER

S

© Copyright 2011 Zoeller Co. All rights reserved.

SK858

* Single piggyback switch included.

Single Seal Control Selection Listings Model Volts Phase Mode Amps Simplex Duplex CSA UL M53/55 & M57/59 115 1 Auto 9.7 1 ----- Y Y N53/55 & N57/59 115 1 Non 9.7 2 3 or 4 & 5 Y Y

* BN53 115 1 Auto 9.7 * ----- Y Y

* BN57 115 1 Auto 9.7 * ----- N Y

* BE53/57 230 1 Auto 4.8 * ----- Y Y D53/55 & D57/59 230 1 Auto 4.8 1 ----- Y Y E53/55 & E57/59 230 1 Non 4.8 2 3 or 4 & 5 Y Y

TOTAL DYNAMIC HEAD/FLOW

PER MINUTE

EFFLUENT AND DEWATERING

19.25 ft.(5.9m)

53/55/57/59

Shut-off Head:

MODEL

Feet

4.6

3.0 34

1.5 Meters

Gal.

Liters

009897

OPTIONAL PUMP STAND P/N 10-2421

• Reduces potential clogging by debris

• Replaces rocks or bricks under the pump

• Made of durable, noncorrosive ABS

• Raises pump 2" off bottom of basin

• Provides the ability to raise intake by adding sections of 1½" or 2" PVC piping

• Attaches securely to pump

• Accommodates sump, dewatering and effl uent applications NOTE: Make sure fl oat is free from obstruction.

"Easy assembly" (pump & discharge pipe not included.)

SotheavyKhon

ATTACHMENT 2 TO AMENDMENT 0001

1PSK-11-0040

1PSA

ACQUISITION BRANCH, SVC CENTERS DIV

GSA/PBS

10 CAUSEWAY ST., RM 1100

BOSTON MA 02222-1077

See Block 6 Yes Off

GS-01P-12-BZ-C-0008

Yes Off No See Schedule Off Off Off Off Off Off See Supplementary Page.

GSA/PBS

10 CAUSEWAY ST., RM 1100

BOSTON MA 02222-1077