A001-AK DEN 2009(17).pdf

PDF 104 KB Posted

Attached to
AK DEN 2009(17), Kwethluk-Jay Hammond Road Repairs
Solicitation number
DTFH70-11-B-00015
Issued by

About this file

Amendment A001

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

N/A

PAGE

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

A001 11/21/2011 N/A AK DEN 2009(17), KWETHLUK-

JAY HAMMOND ROAD REPAIRS

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

DTFH70-11-B-00015

9B. DATED (SEE ITEM 11)

11/03/2011

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers (__ ) is extended, ( x ) 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 1 copies of the 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 OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you 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)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

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).

N/A

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

N/A

D OTHER (Specify type of modification and authority) N/A

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

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

AK DEN 2009(17), KWETHLUK-JAY HAMMOND ROAD REPAIRS

See page 2 for revisions.

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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 11/21/11 AK DEN 2009(17) Solicitation No. DTFH70-11-B-00015 Kwethluk-Jay Hammond Road Repairs

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-11. Revises quantity to Bid Item 63704-0000, Vehicle Page A-16. Revises quantity to Bid Item 63704-0000, Vehicle

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-14 637.01 Description Revises subsection F-14 637.02 General Revises subsection F-14 637.03 Facilities Revises (b) Vehicles

PLANS

Plan sheet #B.2 Revises quantity to Bid Item 63704-0000, Vehicle Plan sheet #B.4 Revises quantity to Bid Item 63704-0000, Vehicle

ENCLOSURES

Pages:

A-7 through A-16 F-14

Plan Sheets:

B.2 B.4

Notice to Bidders: Please submit revised pages A-7 through A-16 with your bid.

Project: AK DEN 2009(17)

KWETHLUK - JAY HAMMOND ROAD REPAIRS

Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid.

Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

A- 7

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

Project: AK DEN 2009(17)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 8

15705-0100 SOIL EROSION CONTROL, SILT FENCE

LNFT $_______________ $___________________

15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

LNFT $_______________ $___________________

15801-0000 WATERING FOR DUST CONTROL

MGAL $_______________ $___________________

20101-0000 CLEARING AND GRUBBING

0.8

ACRE $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20401-0000 ROADWAY EXCAVATION

1,300

CUYD $_______________ $___________________

20402-0000 SUBEXCAVATION

CUYD $_______________ $___________________

20410-0000 SELECT BORROW

1,900

CUYD $_______________ $___________________

20701-0100 EARTHWORK GEOTEXTILE, TYPE I-A

14,000

SQYD $_______________ $___________________

20703-2000 GEOGRID, BIAXIAL

1,500

SQYD $_______________ $___________________

25301-0000 GABIONS

1,800

SQFT $_______________ $___________________

Project: AK DEN 2009(17)

Estimated Quantity Unit Bid Price Amount Bid

A- 9

25510-0000 SELECT GRANULAR BACKFILL

CUYD $_______________ $___________________

30410-3000 CALCIUM CHLORIDE AGGREGATE STABILIZATION, IMPORTED

SURFACE COURSE AGGREGATE

2,000

TON $_______________ $___________________

30605-0000 CALCIUM CHLORIDE

TON $_______________ $___________________

30802-2000 ROADWAY AGGREGATE, METHOD 2

3,900

TON $_______________ $___________________

55702-1000 STRUCTURAL TIMBER AND LUMBER, TREATED, PEDESTRIAN BRIDGE

(BOARDWALK)

LNFT $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-2000 96-INCH PIPE CULVERT

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

Project: AK DEN 2009(17)

Estimated Quantity Unit Bid Price Amount Bid

A- 10

60520-0000 GRANULAR BACKFILL

CUYD $_______________ $___________________

62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90

HP

HOUR $_______________ $___________________

62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62402-0100 FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH

0.1

ACRE $_______________ $___________________

62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

0.50

ACRE $_______________ $___________________

62501-0000 TURF ESTABLISHMENT

0.60

ACRE $_______________ $___________________

63302-0000 SIGN SYSTEM

51.3

SQFT $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

Project: AK DEN 2009(17)

Estimated Quantity Unit Bid Price Amount Bid

A- 11

63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

EACH $_______________ $___________________

63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

EACH $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,200

FIX HR RATE 74.00 88,800.00

63612-0000 LUMINAIRE

EACH $_______________ $___________________

63640-0400 RELOCATE POLE (GUY WIRE ANCHOR)

ALL Lump Sum $___________________

63703-0000 RESIDENTIAL HOUSING

EACH $_______________ $___________________

63704-0000 VEHICLE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: AK DEN 2009(17)

KWETHLUK - JAY HAMMOND ROAD REPAIRS

Bid Schedule A

Leeann.Bush Typewritten Text Revised by

Leeann.Bush Typewritten Text Amend A001

Project: AK DEN 2009(17)

Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid.

Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

A- 12

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

Project: AK DEN 2009(17)

Bid Schedule B

Estimated Quantity Unit Bid Price Amount Bid

A- 13

15705-0100 SOIL EROSION CONTROL, SILT FENCE

1,340

LNFT $_______________ $___________________

15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

1,260

LNFT $_______________ $___________________

15801-0000 WATERING FOR DUST CONTROL

MGAL $_______________ $___________________

20101-0000 CLEARING AND GRUBBING

1.1

ACRE $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20401-0000 ROADWAY EXCAVATION

2,450

CUYD $_______________ $___________________

20402-0000 SUBEXCAVATION

CUYD $_______________ $___________________

20410-0000 SELECT BORROW

2,750

CUYD $_______________ $___________________

20701-0100 EARTHWORK GEOTEXTILE, TYPE I-A

21,900

SQYD $_______________ $___________________

20703-2000 GEOGRID, BIAXIAL

2,590

SQYD $_______________ $___________________

25301-0000 GABIONS

1,800

SQFT $_______________ $___________________

Project: AK DEN 2009(17)

Estimated Quantity Unit Bid Price Amount Bid

A- 14

25510-0000 SELECT GRANULAR BACKFILL

CUYD $_______________ $___________________

30410-3000 CALCIUM CHLORIDE AGGREGATE STABILIZATION, IMPORTED

SURFACE COURSE AGGREGATE

3,500

TON $_______________ $___________________

30605-0000 CALCIUM CHLORIDE

TON $_______________ $___________________

30802-2000 ROADWAY AGGREGATE, METHOD 2

6,624

TON $_______________ $___________________

55702-1000 STRUCTURAL TIMBER AND LUMBER, TREATED, PEDESTRIAN BRIDGE

(BOARDWALK)

LNFT $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-2000 96-INCH PIPE CULVERT

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

Project: AK DEN 2009(17)

Estimated Quantity Unit Bid Price Amount Bid

A- 15

60520-0000 GRANULAR BACKFILL

CUYD $_______________ $___________________

62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90

HP

HOUR $_______________ $___________________

62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62402-0100 FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH

0.2

ACRE $_______________ $___________________

62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

1.00

ACRE $_______________ $___________________

62501-0000 TURF ESTABLISHMENT

1.20

ACRE $_______________ $___________________

63302-0000 SIGN SYSTEM

86.3

SQFT $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

Project: AK DEN 2009(17)

Estimated Quantity Unit Bid Price Amount Bid

A- 16

63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

EACH $_______________ $___________________

63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

EACH $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,200

FIX HR RATE 74.00 88,800.00

63612-0000 LUMINAIRE

EACH $_______________ $___________________

63640-0400 RELOCATE POLE (GUY WIRE ANCHOR)

ALL Lump Sum $___________________

63703-0000 RESIDENTIAL HOUSING

EACH $_______________ $___________________

63704-0000 VEHICLE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: AK DEN 2009(17)

KWETHLUK - JAY HAMMOND ROAD REPAIRS

Bid Schedule B

Leeann.Bush Typewritten Text Revised by

Leeann.Bush

Amend A001

F-14

Special Contract Requirements Project: AK DEN 2009(17), Kwethluk-Jay Hammond Road Repairs

Section 637. — FACILITIES AND SERVICES

Description

637.01 Add the following:

This work also includes furnishing clean vehicles in good condition, weather tight and fully useable for the exclusive use of Government personnel and Government representatives.

Construction Requirements

637.02 General. Amend as follows:

Delete the first sentence and substitute the following:

Provide the facilities and services on the day of the Notice-To Proceed.

Delete the second paragraph and substitute the following:

Locate the residential housing and field office and one vehicle in Akiak, Alaska. Locate one vehicle in Bethel, Alaska.

637.03 Facilities. Amend as follows:

Delete the first paragraph and substitute the following:

Furnish facilities that are ample, safe, sanitary, and include the appropriate electrical service, potable water supply, toilet accommodations and waste disposal services. Conform to all applicable ordinances, safety codes, and regulations.

Delete paragraph (a) and (b) and substitute the following:

(a) Residential housing. Furnish and maintain one (1) combined residential housing and field office trailer according to Tables 637-1 and 637-2. Provide trailers in good, clean condition, free of damage or excessive wear. Provide Residential Housing furnishings of the size, character, and condition normally associated with newly built commercial travel trailers.

Provide connection to water, power, and sewage facilities.

(b) Vehicles. Provide two (2) 2007 or newer full size “TrailBlazer” or “Explorer” type vehicles on the day of the Notice-To-Proceed. Equip vehicles with a Citizen Band radio.

Maintain vehicles in such a manner to provide safety and reasonable comfort for the operator with all factory equipment in working order. Provide all fuels, maintenance, and collision and comprehensive insurance. Secure vehicle insurance according to Alaska State standards.

Revised by Amendment A001

PLAN SHEET SECTION -------->> Section C Section D Section E Section F Section G Section H Section I Typical Plan Erosion Drainage Misc. Temporary Permanent Section and Control Details Traffic Traffic BID

ITEM DESCRIPTION UNIT Profile Control Control PLAN SCHEDULE

62201-0700

BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY

FRONTEND BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY

BACKHOE BUCKET, 90 HP MINIMUM FLYWHEEL

HOUR 0.0 40.0

62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 0.0 40.0

62301-0000 GENERAL LABOR HOUR 0.0 100.0

SUMMARY OF QUANTITIES

ESTIMATED QUANTITY

SCHEDULE A

STATE PROJECT NUMBER

DEN 2009(17)AK9/

11 SHEET

B.2 D

S te rl ey

62402-0100 FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH ACRE 0.1 0.1 0.1

62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 0.5 0.5 0.5

62501-0000 TURF ESTABLISHMENT ACRE 0.6 0.6 0.6

63302-0000 SIGN SYSTEM SQFT 51.3 51.3 51.3

63316-1000 REMOVE AND RESET SIGN EACH 1 1 1

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2 2

63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-

INCH EACH 20 20 20

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20 20

63502-1500 TEMPORARY TRAFFIC CONTROL WARNING LIGHT TYPE A EACH 10 10 10

Z B ro w n

9/

C he ck ed b y:

63502 1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 10 10 10

63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 20 20 20

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 63 63 63

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,200.0 1,200.0 1,200.0

63612-0000 LUMINAIRE EACH 1 1 1

63640-0400 RELOCATE POLE (GUY WIRE ANCHOR) LPSM 0 All

63703-0000 RESIDENTIAL HOUSING EACH 0 1

63704-0000 VEHICLE EACH1

-O ct -2

2:

P M

D es ig ne d \m yf ile s\ pw

_p ro du ct io n\ d0 dc ba -b b.

xl s] S he et

2) c:

Leeann.Bush Typewritten Text

Leeann.Bush Typewritten Text

Leeann.Bush Typewritten Text revised

Leeann.Bush by A001

PLAN SHEET SECTION -------->> Section C Section D Section E Section F Section G Section H Section I Typical Plan Erosion Drainage Misc. Temporary Permanent Section and Control Details Traffic Traffic BID

ITEM DESCRIPTION UNIT Profile Control Control PLAN SCHEDULE

62201-0700

BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY

FRONTEND BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY

BACKHOE BUCKET, 90 HP MINIMUM FLYWHEEL

HOUR 0.0 40.0

62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 0.0 40.0

62301-0000 GENERAL LABOR HOUR 0.0 100.0

SUMMARY OF QUANTITIES

ESTIMATED QUANTITY

SCHEDULE B

STATE PROJECT NUMBER

DEN 2009(17)AK9/

11 SHEET

B.4 D

S te rl ey

62402-0100 FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH ACRE 0.2 0.2 0.2

62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 1.0 1.0 1.0

62501-0000 TURF ESTABLISHMENT ACRE 1.2 1.2 1.2

63302-0000 SIGN SYSTEM SQFT 86.3 86.3 86.3

63316-1000 REMOVE AND RESET SIGN EACH 1 1 1

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2 2

63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-

INCH EACH 20 20 20

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20 20

63502-1500 TEMPORARY TRAFFIC CONTROL WARNING LIGHT TYPE A EACH 10 10 10

Z B ro w n

9/

C he ck ed b y:

63502 1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 10 10 10

63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 20 20 20

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 63 63 63

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,200.0 1,200.0 1,200.0

63612-0000 LUMINAIRE EACH 1 1 1

63640-0400 RELOCATE POLE (GUY WIRE ANCHOR) LPSM 0 All

63703-0000 RESIDENTIAL HOUSING EACH 0 1

63704-0000 VEHICLE EACH 0

-O ct -2

2:

P M

D es ig ne d \m yf ile s\ pw

_p ro du ct io n\ d0 dc bc -b d.

xl s] S he et

2) c:

Leeann.Bush Typewritten Text

Leeann.Bush Typewritten Text

Leeann.Bush Typewritten Text revised

Leeann.Bush by A001

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
A001
Amd_Page_2.pdf
BID SCHEDULE
CONTRACT CLAUSES

File details come from the government source that posted it. Updated .