Revised Seed TO Specs SOW.pdf

RFP NO. : W912BV-12-R-0032

US Army Corps of Engineers

Tulsa District

HUBZone SET-ASIDE INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ) MULTIPLE AWARD TASK ORDER CONTRACTS (MATOCs) FOR MAINTENANCE, REPAIR AND REHABILITATION (MRR) SERVICES IN SUPPORT OF VARIOUS

MILITARY AND CIVIL WORKS CONSTRUCTION PROJECTS WITHIN THE USACE

TULSA DISTRICT BOUNDARIES. (“USACE Tulsa District HUBZone IDIQ MATOCs for MRR Services”)

Scope of Work (SOW) & Specifications (Seed TO only)

Seed TO: Tenkiller Ferry Lake – Weir & Foundation Access Road

Revised 9 July 2012 (added drawing) May 2012________________________________________________

Tenkiller Ferry Lake – Weir & Foundation Access Road

TABLE OF CONTENTS

- - End Table of Contents - -

SECTION TITLE

00 01 10 BID SCHEDULE

00 73 00 SPECIAL CONTRACT REQUIREMENTS

01 10 00 SCOPE OF WORK

DRAWING

SECTION 00 11 00 Page 1

00 01 10

BID SCHEDULE

ITEM

NO ITEM DESCRIPTION QTY UNIT UNIT

PRICE AMOUNT

Base Bid

0001a

Brushhogging

LS

0001b

Rough Grading

LS

0001c

Rock Rill

Ton

TOTAL BASE BID

Option 1 – Ditch Check & Drainage Swale

TOTAL OPTION 1

TOTAL BASE

TOTAL OPTION 1

TOTAL BASE & OPTIONS

NOTES

1. All costs for items of work not listed separately in the Proposal Schedule or specifically mentioned to be included in a particular item price shall be included in the listed item price most closely associated with the work involved.

2. This solicitation requires submission of a proposal on all items.

Failure to do so will result in the proposal being rejected without further consideration.

3. Optional items may be awarded, at the option of the government, at the time of contract award or may be exercised at any time from the date of contract award until 30 days after the date of contract award.

SECTION 00 73 00 Page 1

THE FOLLOWING PARAGRAPHS TO BE INCLUDED IN SECTION 00 73 00

AS PART OF THIS TASK ORDER

52.211-10 COMMENCEMENT, EXECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the Notice to Proceed, (b) prosecute the work diligently, and

(c) complete the work:

If Base awarded WITHOUT Option: 50 calendar days

If Base awarded WITH Option: 80 calendar days

If Option awarded as a Modification AFTER TO award:

30 additional calendar days from date of modification

(End of Clause)

52.211-12 LIQUIDATED DAMAGES—CONSTRUCTION(SEP 2000)

(1) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $988 for each calendar day of delay until the work is completed or accepted.

(2) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of Clause)

(END OF SECTION 00 73 00)

SECTION 01 00 00 Page 1

SECTION 01 00 00

SCOPE OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

The Contractor shall provide all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management to complete all work in accordance with the base MATOC contract and this task order. When in conflict, task order documents supersede base MATOC documents.

1.2 PRICE PROPOSAL

The price proposal shall be in accordance with DIVISION 00 22 00 – PROPOSAL PROCUREMENT AND CONTRACTING REQUIREMENTS and be submitted on the Bid Schedule in Section 00 11 00.

1.3 WORK HOURS

Work hours shall be Monday through Friday, 7 a.m. to 6:00 p.m. unless otherwise requested in writing by the Contractor and approved in writing by the Administrative Contracting Officer (ACO).

1.4 SAFETY

All work shall comply with all Local, State and Federal Regulations and comply with USACE Safety Manual EM385-1-1, dated 15 September 2008 and all revisions/addendums since date of issue.

1.5 GOVERNMENT FURNISHED UTILITIES AND EQUIPMENT

None.

1.6 GOVERNMENT ACCESS

The Government retains right of access to all Government property regardless of the stage of construction.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 STAGING/STORAGE AREAS

Staging/storage areas shall be coordinated with and approved by the

ACO.

3.2 ACCESS TO PROJECT SITE

SECTION 01 00 00 Page 2

The Contractor shall enter and exit the project site only through areas as directed by the ACO.

3.3 PROTECTION OF EXISTING PROPERTY

The Contractor shall not damage existing roads and facilities. Any damage to Government property and facilities by the Contractor shall be repaired at no additional cost to the Government as directed by the ACO. Repairs shall commence immediately after completion of construction. Earnings will be withheld pending completion of repairs to the satisfaction of the ACO.

3.4 LOCATION OF EXISTING UTILITIES

The Contractor shall be responsible for locating and protecting existing utilities. Any damage to utilities shall be repaired by the Contractor at no additional cost to the Government.

3.5 TECHNICAL SPECIFICATIONS AND DRAWINGS

All work shall be performed by the Contractor in accordance with the base MATOC specifications and the task order specifications and drawings.

3.6 SUBMITTALS

Product data, manufacturer’s data and certifications, and test reports shall be submitted for all materials and material components included in this task order. Submittal shall include, but not be limited to, the following materials:

Rock Fill

Submittals shall be reviewed and approved by the Contractor Quality Control System Manager and Government before use. All unapproved materials shall be removed and replaced with approved materials at no additional cost to the Government. No time extension for such work will be granted. All submittals shall be in accordance with Section 01 33 00 SUBMITTAL PROCEDURES and Section 01 31 20 QUALITY CONTROL SYSTEM (QCS). Items shall be submitted and numbered under the technical specification section to which the materials and equipment apply and those numbers shall properly interface with WinRMS and QCS.

3.7 BRUSHHOGGING

Existing vegetation shall be removed to a maximum remaining height of 3 inches by brushhogging (mowing) with a rotary mower. Brushhog immediately prior to stripping and only when the ground is sufficiently firm to prevent rutting. After brushhogging, remove all mowed vegetation by raking. Payment for brushhogging shall be lump sum.

3.8 ROUGH GRADING

SECTION 01 00 00 Page 3

After raking, brushhogged area shall be rough graded. Rough grading shall be accomplished by heavy machine grading and some drifting of material in a balanced cut and fill method, similar to ODOT Section 209 MATHINE GRADING. Road shall be comfortably passable by passenger, automobile after completion of rough grading to the satisfaction of the ACO. Payment for rough grading shall be lump sum.

3.9 ROCK RILL

Rock fill shall be placed as shown on drawing. Rock fill material shall meet 1999 ODOT STANDARD SPECIFICATIONS, SECTION 713.03. Method oc completion shall be submitted for approval by the ADO before rock fill is delivered on site. Payment shall be by the ton based on original weight tickets from rock material supplier’s certified scale.

1.10 CONSTRUCT DITCH CHECK AND ESTABLISH DRAINAGE SWALE

Ditch check and drainage swale shall be as shown on drawing. Payment for construction of ditch and drainage swale shall be lump sum.

(END OF SECTION 01 00 00)

ACCESS ROAD PLAN

APPROXIMATE GROUNDLINE { ROAD

OF ROAD

APPROXIMATE {

FLUME

EXISTING CONCRETE

NO WORK

’0

XORPPA

0+00

1+00

3+00

9+00

10+00

11+00

+0

7PI

1+2 4.

P I

P I

PI

3+9

0.

P I

P I

P I

PI

7+5

9.

P I

P I

PI

9+9

1.

P I

PI16+25.74

P I

ROAD

ALONG CENTERLINE OF

APPROXIMATE GROUNDLINE

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00

R BEAUCHAMP,P.E.

R BEAUCHAMP, P.E.

SHAWN PAINTER,P.E.

40:1 tl12rd-c101-existr

FOUNDATION ACCESS ROAD

C101

A

B

C

D

123456

D

C

B

A

6 5 4 3

DWG. CODE:

NUMBER

REFERENCE

SHEET

INVITATION NO.

CONTRACT NO.SHEET OF

US Army Corps of Engineers

Tulsa District

Tulsa, Oklahoma

CONTRACT DATE:PLOT SCALE:

PLOT DATE:

DESIGN FILE:

SYMBOL DESCRIPTION DATE APPR

DESIGNED BY:

REVIEWED BY:

DRAWN BY:

SUBMITTED BY:

CHIEF,

JAN 2011

W912BV-12-R-0032

W912BV-__-C-____

DESIGN BR

FY:2012

ACCESS ROAD

WEIR & FOUNDATION

TENKILLER FERRY LAKE

ILLINOIS RIVER GORE, OKLAHOMA

MARK BURKHOLDER,P.E.

LINK FENCE

EXIST 6’ CHAIN

EXIST 12’ GATE

A C

C E S S

T

O

S I T E

HWY 100

LAKE TENKILLER

AUXILLIARY SPILLWAY

SPILLWAY

IN THIS AREA

MASS APPROXIMATELY 10 CY

FILL & COMPACT TO A DENSE

DEPTH VARIES

3"-5" ROCK FILL;

DEPRESSED AREA FILL DETAIL

NO SCALE

ROCK FILL:10 TONS

ROUGH GRADING: 13, 216 SF (1468 SY)

BRUSH HOG: 2180 SY

APPROXIMATE QUANTITIES:

(918-487-5252)

4. CONTACT TENKILLER PROJECT OFFICE FOR ACCESS.

ROUTING FLOWS TO THE FLUME.

RUNOFF BETWEEN THE DITCH CHECK AND THE FLUME

OF THE DITCH CHECK AWAY FROM THE FLUME AND CAPTURE

THE ROAD. THE OBJECTIVE IS TO DIVERT RUNOFF UPSTREAM

FROM DITCH CHECK TO THE FLUME ON THE NORTH SIDE OF

(APPROXIMATE STATION 12+50) ESTABLISH DRAINAGE SWALE

OF THE ROAD AT A LOCATION INDICATED BY USACE.

4. OPTION 1: CONSTRUCT A DITCH CHECK ON THE NORTH SIDE

TO STATION 16+52.

CREATING AN EARTHEN ROAD BETWEEN STATION 0+00 (FLUME)

3. ROUGH GRADE ALONG ACCESS ROAD CENTERLINE INDICATED

FROM OFFSITE SOURCES. COMPACT TO A DENSE MASS.

3"-5" SIZE ROCK PER ODOT SPECIFICATION 713.03

2. FILL AND COMPACT DEPRESSED AREA INDICATED WITH

WIDE.

1. BRUSHHOG ALONG ROAD CENTERLINE APPROXIMATELY 10’

NOTES:

EXISTING GROUND