W912P913B0201.pdf

Construction Facilities Maintenance at Lake Shelbyville, Shelbyville, IL

Specifications for Construction Facilities Maintenance Lake Shelbyville, Shelbyville, IL

SOLICITATION NO. W912P9-13-B-0201

THIS SOLICITATION IS 100% Small Business

US Army Corps of Engineers St. Louis District

Gateway to Excellence December 2012

W81C8X22917341

PROJECT: CONSTRUCTION FOR FACILITY MAINTENANCE AT LAKE SHELBYVILLE, SHELBYVILLE, IL.

Work consists of Clearing and Grubbing, Earthw ork, Site Grading, Stone Protection, Stone Aggregate. Site Improvements. Establishment of Turf, Bark Chip Replacement, Culverts, Sand and Rock Stockpile and Placement, Sew er and Water Line Maintenance, Road Boring. Potehole Repair, Asphalt and Concrete removal and replacement, Structural Repairs, High Presure Washing, Fountain and Hydrant removal and replacement, Painting, Signage, Beach Restoration and Dock Repair and Placement.

The contract w ill be aw araded as an Indefinite Delivery Indefinite Quantity, Firm-Fixed-Price, Task Order Contract. For a Base Year and Tw o Option (2) Years.

The estimated cost range of the project is betw een $8,000.00 and $1,200,000.00.

The procurement is 100% Small Business Set-Aside.

*See Section 00700, Contract Clauses for the period of performance and information concerning task order performance time.

X

MILLIE B WASHINGTON 314 331-8511

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

19-Dec-2012

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________SECTION 00700

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________22 Jan 2013 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CONTRACTING DIVISION

USARMY ENGR DIST ST LOUIS

1222 SPRUCE ST RM 4.207

ST LOUIS MO 63103-2833

W912P9

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

314-331-8746FAX:TEL: 314-331-8500 TEL: FAX:

W912P9-13-B-0201 2

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912P9-13-B-0201

Section 00010-1

Section 00010 - Solicitation Contract Form

BID SCHEDULE

BASE

YEAR

SUPPLIES OR SERVICES AND PRICES/COSTS

ITEM NO. DESCRIPTION QUANTITY UOM UNIT PRICE AMOUNT

CLEARING, GRUBBING and

DISPOSAL OF DEBRIS

0001AA

Clearing, Grubbing and Disposal of Debris: Light

1500 SQ. YD.

0001AB

Debris: Moderate

0001AC

Debris: Heavy

0002 EARTHWORK

0002AA

Earthwork North of Bruce Findlay Road

1000 CU. YD.

0002AB

Earthwork South of Bruce Findlay

0003 SITE GRADING

0003AA Site Grading 25 Each

STONE PROTECTION, FURNISH, DELIVER

AND PLACEMENT

0004AA

Bedding Material, Grad. No. 1 ( North of Bruce Findlay Bridge)

1000 Ton

0004AB

Bedding Material, Grad. No. 1 ( South

0004AC

Riprap, Grad. No. 5, 400 lb. Max.

(North of Bruce Findlay Bridge)

0004AD

(South of Bruce Findlay Bridge)

Section 00010-2

0004AE

Riprap, Grad. No. 4, 150 lb. Max.

( North of Bruce Findlay Bridge)

0004AF

( South of Bruce Findlay Bridge)

0004AG

Ditch Aggregate, Grad. No. 3, 50 lb.

Max. ( North of Bruce Findlay Bridge)

0004AH

Max. ( South of Bruce Findlay Bridge)

STONE AGGREGATE, FURNISH, DELIVER

0005AA CA - 6 3000 Ton

0005AB CA – 16 1000 Ton

00006 SITE IMPROVEMENTS

0006AA Relocation of Picnic Table 12 Each

0006AB Concrete Removal and Disposal 50 CU. YD.

0006AC

Concrete Anchor Removal and Disposal

12 Each

0006AD Asphalt Removal and Disposal 500 SQ. FT.

0006AE

Installation of Government Furnished Landscape Timbers, Treated Wood

1000 LIN. FT.

0006AF

Installation of Contractor Furnished

750 LIN. FT.

0006AG Relocation of Grills/Lantern Hangers 25 Each

0006AH Replacement of Lantern Hangers 25 Each

0006AI Replacement and Disposal of Grills 50 Each

0006AJ

Removal and Disposal of Landscape Timbers

Section 00010-3

0006AK

Removal and Disposal of Coarse Aggregate

1000 SQ. FT.

0006AL Crib Wall Construction 200 LIN. FT.

0006AM

Plastic Landscape Timbers

3000 LIN. FT. _______________ ______________

0007 ESTABLISHMENT OF TURF

0007AA Establishment of Turf 5 Acre

0008 PLAYGROUND IMPACT AREA

0008AA Bark Chip Removal, and Disposal 4 Each

0008AB Bark Chip Delivery and Placement 10 Each

0009 TRENCHING AND BACKFILLING

0009AA Trenching: Less than 25" in Depth 1000 LIN. FT.

0009AB Trenching: 25" - 35" in Depth 1000 LIN. FT.

0009AC Trenching: 36" - 48" in Depth 1000 LIN. FT.

0009AD Backfilling: Less than 25" in Depth 1000 LIN. FT.

0009AE Backfilling: 25" - 35" in Depth 1000 LIN. FT.

0009AF Backfilling: 36" - 48" in Depth 1000 LIN. FT.

0010 CULVERTS

0010AA Culvert Removal: 12" diameter 60 LIN. FT.

0010AB Culvert Removal: 15" diameter 60 LIN. FT.

0010AC Culvert Removal: 24" diameter 60 LIN. FT.

0010AD Culvert Removal: 30" diameter 60 LIN. FT.

0010AE Culvert Installation: 12" diameter 60 LIN. FT.

0010AF Culvert Installation: 15" diameter 60 LIN. FT.

0010AG Culvert Installation: 24" diameter 60 LIN. FT.

Section 00010-4

0010AH Culvert Installation: 30" diameter 60 LIN. FT.

0010AI Culvert Cleaning: 12" - 24" 60 LIN. FT.

0010AJ Culvert Cleaning: 25" – 48" 60 LIN. FT.

FINE AND COARSE AGGREGATES, FURNISH,

DELIVER, STOCKPILE AND/OR TAILGATE

SPREAD.

0011AA Sand (FA-2, Class A), Tailgate Spread 1000 Ton

0011AB Sand (FA-2, Class A), Stockpiled 1000 Ton

0011AC CA – 1, Tailgate Spread 1000 Ton

0011AD CA – 1, Stockpiled 1000 Ton ________________ ______________

0011AE CA – 6, Tailgate Spread 1000 Ton

0011AF CA -6, Stockpiled 1000 Ton _______________ ______________

0011AG CA-16 Tailgate Spread 1000 Ton _______________ ______________

0011AH CA-16 Stockpiled 1000 Ton _______________ ______________

0011 AI RR-4 RipRap Stockpiled 1000 Ton _______________ _____________

SEWER AND WATER

0012AA

Water Valve Replacement: 3/4" Curb Stop Ball Valve

5 Each

0012AB

Water Valve Replacement: 1" Curb

0012AC

Water Valve Replacement: 1 1/2" Curb Stop Ball Valve Replacement

0012AD

Water Valve Replacement: 1 3/4" Curb

0012AE

Water Valve Replacement 2" Square Nut Ball Valve Replacement

Section 00010-5

0012AF

Water Valve Replacement 3" Square

0012AG

Water Valve Replacement 3/4" Curb Stop Ball Valve,With 24" Copper Riser

0012AH Water Line Tap: 3/4" Complete 5 Each

0012AI Water Line Tap: 1" Complete 5 Each

0012AJ Water Line Tap: 1 1/2" Complete 5 Each

0012AK Water Line Tap: 2" Complete 5 Each

0012AL Water Line Tap: 3/4" Saddle Tap Only 5 Each

0012AM Sewer Line Tap: 2' - 5' in Depth 5 Each

0012AN Sewer Line Tap: 5.1' - 10' in Depth 5 Each

0012AO Sewer Line Tap: 10.1' – 15’ in Depth 5 Each

0012AP Stop and Drain Valve Assembly 5 Each

0012AQ Stop and Drain Valve Removal 5 Each

0012AR Stop and Drain Valve Installation 5 Each

0012AS Manhole Installation: 1' - 4' in Depth 2 Each

0012AT Manhole Installation: 4.1' - 15' in Depth 2 Each

0012AU

Four Inch Gravity Sewer: Less than 4' in Depth

0012AV

Four Inch Gravity Sewer: 4' - 10' in Depth

0012AW

Four Inch Gravity Sewer: 10.1' - 15' in

0012AX

Six Inch Gravity Sewer: Less than 4' in

0012AY

Six Inch Gravity Sewer: 4' - 10' in

Section 00010-6

0012AZ

Six Inch Gravity Sewer: 10.1' - 15' in

0012BA

Eight Inch Gravity Sewer: Less than 4'

0012BB

Eight Inch Gravity Sewer: 4' - 10' in

0012BC

Eight Inch Gravity Sewer: 10.1' - 15' in

0012BC Water Line Installation 1000 LIN. FT.

0012BD Pressure Sewer Force Main Installation 1000 LIN. FT.

0012BE Winterization of facilities

0012BEA Comfort Station A 10 Each

0012BEB Comfort Station B 2 Each

0012BEC Shower/ Laundry 5 Each

0012BED Fish Cleaning Station 4 Each

0012BEE Add on Shower 4 Each

0012BEF Fountains, Hydrants, and Trailer Dump 10 Each

0012BF Dewinterizing of facilities

0012BFA Comfort Station A 10 Each

0012BFB Comfort Station B 2 Each

0012BFC Shower/ Laundry 5 Each

0012BFD Fish Cleaning Station 4 Each

0012BFE Add on Shower 4 Each

0012BFF Fountains, Hydrants, and Trailer Dump 10 Each

Section 00010-7

0012 BFG Plumbing Repairs (General) 1000 HR

0013 ROAD BORING

0013AA

Road Boring: with two (2)-inch dia.

Sched. 40 PVC sleeve

50 LIN. FT.

0013AB

Road Boring: with three (3)-inch dia.

0013AC

Road Boring: with four (4)-inch dia.

0013AD

Road Boring: with six (6)-inch dia.

0013AE

Road Boring: with eight (8)-inch dia.

0013AF POTHOLE REPAIR 20 CU. FT.

0014 CONCRETE

0014AA Asphalt Removal 100 SQ. FT.

0014AB Concrete Removal 100 SQ. FT.

0014AC Concrete Slab: 4" 100 SQ. FT.

0014AD Concrete Slab: 6" 100 SQ. FT.

0014AE Concrete Ditch 100 SQ. FT.

0014AF Concrete Sidewalk 100 SQ. FT.

0014AG Concrete Stairs 100 SQ. FT.

0014AH Aluminum Handrail 50 LIN. FT.

0015 STRUCTURAL REPAIRS

0015AA Replace 1" x 1" Trim Material 20 LIN. FT.

0015AB Replace 1" x 2" Trim Material 20 LIN. FT.

0015AC Replace 1" x 4" Trim Material 20 LIN. FT.

Section 00010-8

0015AD Replace 1" x 6" Trim Material 20 LIN. FT.

0015AE Replace 1" x 8" Trim Material 20 LIN. FT.

0015AF Replace 2" x 4" Structural Material 40 LIN. FT.

0015AG Replace 2" x 6" Structural Material 40 LIN. FT.

0015AH Replace 4" x 4" Structural Material 40 LIN. FT.

0015AI Replace 4" x 6" Structural Material 20 LIN. FT.

0015AJ Replace 6" x 6" Structural Material 20 LIN. FT.

0015AK Replace Shake Shingle 50 SQ. FT.

0015AL Replace Asphalt/Fiberglass Shingle 600 SQ. FT.

0015AM

Replace Exterior Grade Plywood Decking

300 SQ. FT.

0015AN Exterior Grade Plywood T-11 380 SQ. FT.

0015AO Exterior Grade Plywood BBX 380 SQ. FT.

0015AP Replace Plexiglas Windows 10 SQ. FT.

0015AQ Removal of Structural Material 40 Hour

0016 BUILDING FIXTURE REPAIRS

0016AA

Steel Metal Door Replacement 28" X 80"

2 Each

0016AB

Steel Metal Door Replacement 30" X 78"

0016AC

0016AD

85"

1 Each

0016AE

Steel Metal Door Replacement 32" X

Section 00010-9

0016AF

86"

0016AG

Steel Metal Door Replacement 36" X

0016AH

84"

0016AI

Electric Light Fixture Replacement

0016AJ

Surface Mounted High-pressure Sodium Light Fixture

0016AK

Recessed Light 120v/60hz -two 13 Watt Biaxial

(PL) Lamps per Fixture

0016AL

Surface Mounted Two-forty Watt Tubes

10 Each

120 volt Florescent Fixture

0016AM Wash Basin Replacement 10 Each

0016AN Toilet, Wall Mounted Replacement 10 Each

0016AO Toilet, Floor Mounted Replacement 10 Each

0016AP Urinal, Wall Mounted Replacement 10 Each

0016AQ Urinal, Floor Mounted Replacement 10 Each

0017 FACILITY CLEANING

0017AA High Pressure Washing 3000 SQ. FT.

0018 WATER FOUNTAIN AND YARD HYDRANT

0018AA Wall Mounted Water Fountain 4 Each

0018AB

Wall Mounted Water Fountain Removal

4 Each

Section 00010-10

0018AC

Installation

0018AD

New Wall Mounted Water Fountain

018AE Pedestal Water Fountain 2 Each

0018AF Pedestal Water Fountain Removal 2 Each

0018AG Pedestal Water Fountain Installation 2 Each

0018AH

New Pedestal Water Fountain

0018AI Frost-Proof Yard Hydrant 5 Each

0018AJ Frost-Proof Yard Hydrant Removal 5 Each

0018AK Frost-Proof Yard Hydrant Installation 5 Each

0018AM

New Frost-Proof Yard Hydrant

0018AN Sanitary Yard Hydrant Removal 2 Each

0019 SIGN REPLACEMENT & REPAIR

0019AA

4" x 4" Post Removal, Set and/or Replacement

20 Each

0019AB

4" x 6" Post Removal, Set and/or

10 Each

0019AC

6" x 6" Post Removal, Set and/or

0020 PAINTING

SQ = square equals 100 square feet

Exterior Painting 0020AA Wood Paint, 100% Acrylic Latex 300 SQ

0020AB Wood Preservative 30 SQ

Section 00010-11

0020AC Wood Paint, Alkyd 30 SQ

0020AD Brick Sealer 30 SQ

0020AE

Masonry Block Paint, 100% Acrylic Latex

50 SQ

0020AF Masonry Block Sealer 50 SQ

0020AG Metal Ferrous Paint, Aluminum 20 SQ

0020AH Metal Ferrous Paint, Alkyd Enamel 20 SQ

0020AI Metal Galvanized Paint, Acrylic Latex 20 SQ

0020AJ Metal Non-Ferrous Paint, Acrylic 20 SQ

0020AK Fencing, Aluminum (Chain Link) 250 SQ

Interior Painting 0020AL Wood Paint, 100% Acrylic Latex 40 SQ

0020AM Wood Sealer 40 SQ

0020AN Wood Paint, Epoxy Anti-Graffiti 40 SQ

0020AO Wood Paint, Alkyd 20 SQ

0020AP Wood Tile Sealer, Brick/Glazed 10 SQ

0020AQ

40 SQ

0020AR Masonry Block Epoxy, Anti-Graffiti 50 SQ

0020AS Masonry Block Emulsion Filler 20 SQ

0020AT Plaster Paint, 100% Acrylic Latex 30 SQ

0020AU Dry Wall, 100% Acrylic Latex 30 SQ

0020AV Metal Ferrous Paint, Alkyd Enamel 20 SQ

0020AW

Metal Non-Ferrous Paint, Alkyd Enamel

10 SQ

Section 00010-12

0020AX Special Surface Preparation - Metal 50 SQ

0020AY Special Surface Preparation - Masonry 100 SQ

0020AZ Special Surface Preparation - Wood 50 SQ

BEACH SAND, FURNISH, DELIVERY AND

PLACEMENT

0021AA Dam West Beach 750 Ton

0021AB Sullivan Beach 750 Ton

0021AC Wilborn Creek Beach 500 Ton

0021AD Lithia Springs Beach 500 Ton

0021AE Coon Creek Beach 300 Ton

0022 BEACH SAND MAINTENANCE

0022AA Dam West Beach 2 Each

0022AB Sullivan Beach 2 Each

0022AC Wilborn Creek Beach 2 Each

0022AD Lithia Springs Beach 2 Each

0022AE Coon Creek Beach 2 Each

0023 COURTESY DOCKS

0023AA

Courtesy Dock Placement at Lithia Springs, Dam West, and Opossum Creek Boat Ramps

3 Each

0023AB

Courtesy Dock Placement at Coon Creek and Lone Point Boat Ramps

Section 00010-13

0023AC

Courtesy Dock Placement at Wilborn Creek, Bo Woods, and Whitley Creek Boat Ramps

COURTESY DOCK ADJUSTMENT

0023AD

Courtesy Dock Adjustment at Lithia Springs, Dam West, and Opossum

0023AE

Courtesy Dock Adjustment at Coon

8 Each

0023AF

Courtesy Dock Adjustment at Wilborn Creek, Bo Woods, and Whitley Creek

COURTESY DOCK REMOVAL

0023AG

Courtesy Dock Removal at Lithia Springs, Dam West, and Opossum

0023AH

Courtesy Dock Removal at Coon Creek and Lone Point Boat Ramps

0023AI

Courtesy Dock Removal at Wilborn Creek, Bo Woods, and Whitley Creek

COURTESY DOCK REPAIRS

0023AJ Aluminum Weld 12 Each

0023AK

2-inch Aluminum "L" Brace

6 LIN. FT.

0023AL 12"x 6" Steel Skid Plate Replacement 4 Each

0023AM Rubber Dock Bumper Replacement 6 LIN. FT.

0023AN Tie Cleat Replacement 4 Each

0023AO

2" x 2" Treated Kick Board

Section 00010-14

0024 SEALANT AND CAULKING

0024A Sealant Compound 100 LIN. FT.

0024B Caulking Compound 100 LIN. FT.

TOTAL FOR BASE YEAR _________________

Section 00010-15

OPTION

YEAR 1

1001AA

1001AB

1001AC

1002 EARTHWORK

1002AA

1002AB

1003 SITE GRADING

1003AA Site Grading 25 Each

1004AA

1004AB

1004AC

1004AD

1004AE

Section 00010-16

1004AF

1004AG

1004AH

1005AA CA - 6 3000 Ton

1005AB CA – 16 1000 Ton

10006 SITE IMPROVEMENTS

1006AA Relocation of Picnic Table 12 Each

1006AB Concrete Removal and Disposal 50 CU. YD.

1006AC

1006AD Asphalt Removal and Disposal 500 SQ. FT.

1006AE

1006AF

1006AG Relocation of Grills/Lantern Hangers 25 Each

1006AH Replacement of Lantern Hangers 25 Each

1006AI Replacement and Disposal of Grills 50 Each

1006AJ

1006AK

1006AL Crib Wall Construction 200 LIN. FT.

Section 00010-17

1006AM

1007 ESTABLISHMENT OF TURF

1007AA Establishment of Turf 5 Acre

1008 PLAYGROUND IMPACT AREA

1008AA Bark Chip Removal, and Disposal 4 Each

1008AB Bark Chip Delivery and Placement 10 Each

1009 TRENCHING AND BACKFILLING

1009AA Trenching: Less than 25" in Depth 1000 LIN. FT.

1009AB Trenching: 25" - 35" in Depth 1000 LIN. FT.

1009AC Trenching: 36" - 48" in Depth 1000 LIN. FT.

1009AD Backfilling: Less than 25" in Depth 1000 LIN. FT.

1009AE Backfilling: 25" - 35" in Depth 1000 LIN. FT.

1009AF Backfilling: 36" - 48" in Depth 1000 LIN. FT.

1010 CULVERTS

1010AA Culvert Removal: 12" diameter 60 LIN. FT.

1010AB Culvert Removal: 15" diameter 60 LIN. FT.

1010AC Culvert Removal: 24" diameter 60 LIN. FT.

1010AD Culvert Removal: 30" diameter 60 LIN. FT.

1010AE Culvert Installation: 12" diameter 60 LIN. FT.

1010AF Culvert Installation: 15" diameter 60 LIN. FT.

1010AG Culvert Installation: 24" diameter 60 LIN. FT.

1010AH Culvert Installation: 30" diameter 60 LIN. FT.

1010AI Culvert Cleaning: 12" - 24" 60 LIN. FT.

Section 00010-18

1010AJ Culvert Cleaning: 25" – 48" 60 LIN. FT.

1011AA Sand (FA-2, Class A), Tailgate Spread 1000 Ton

1011AB Sand (FA-2, Class A), Stockpiled 1000 Ton

1011AC CA – 1, Tailgate Spread 1000 Ton

1011AD CA – 1, Stockpiled 1000 Ton ________________ ______________

1011AE CA – 6, Tailgate Spread 1000 Ton

1011AF CA -6, Stockpiled 1000 Ton _______________ ______________

1011AG CA-16 Tailgate Spread 1000 Ton _______________ ______________

1011AH CA-16 Stockpiled 1000 Ton _______________ ______________

1011 AI RR-4 RipRap Stockpiled 1000 Ton _______________ _____________

1012AA

1012AB

1012AC

1012AD

1012AE

1012AF

Water Valve Replacement 3" Square

Section 00010-19

1012AG

1012AH Water Line Tap: 3/4" Complete 5 Each

1012AI Water Line Tap: 1" Complete 5 Each

1012AJ Water Line Tap: 1 1/2" Complete 5 Each

1012AK Water Line Tap: 2" Complete 5 Each

1012AL Water Line Tap: 3/4" Saddle Tap Only 5 Each

1012AM Sewer Line Tap: 2' - 5' in Depth 5 Each

1012AN Sewer Line Tap: 5.1' - 10' in Depth 5 Each

1012AO Sewer Line Tap: 10.1' – 15’ in Depth 5 Each

1012AP Stop and Drain Valve Assembly 5 Each

1012AQ Stop and Drain Valve Removal 5 Each

1012AR Stop and Drain Valve Installation 5 Each

1012AS Manhole Installation: 1' - 4' in Depth 2 Each

1012AT Manhole Installation: 4.1' - 15' in Depth 2 Each

1012AU

1012AV

Four Inch Gravity Sewer: 4' - 10' in

1012AW

1012AX

1012AY

1012AZ

Section 00010-20

1012BA

1012BB

1012BC

1012BC Water Line Installation 1000 LIN. FT.

1012BD Pressure Sewer Force Main Installation 1000 LIN. FT.

1012BE Winterization of facilities

1012BEA Comfort Station A 10 Each

1012BEB Comfort Station B 2 Each

1012BEC Shower/ Laundry 5 Each

1012BED Fish Cleaning Station 4 Each

1012BEE Add on Shower 4 Each

1012BEF Fountains, Hydrants, and Trailer Dump 10 Each

1012BF Dewinterizing of facilities

1012BFA Comfort Station A 10 Each

1012BFB Comfort Station B 2 Each

1012BFC Shower/ Laundry 5 Each

1012BFD Fish Cleaning Station 4 Each

1012BFE Add on Shower 4 Each

1012BFF Fountains, Hydrants, and Trailer Dump 10 Each

1012 BFG Plumbing Repairs (General) 1000 HR

Section 00010-21

1013 ROAD BORING

1013AA

1013AB

1013AC

1013AD

1013AE

1013AF POTHOLE REPAIR 20 CU. FT.

1014 CONCRETE

1014AA Asphalt Removal 100 SQ. FT.

1014AB Concrete Removal 100 SQ. FT.

1014AC Concrete Slab: 4" 100 SQ. FT.

1014AD Concrete Slab: 6" 100 SQ. FT.

1014AE Concrete Ditch 100 SQ. FT.

1014AF Concrete Sidewalk 100 SQ. FT.

1014AG Concrete Stairs 100 SQ. FT.

1014AH Aluminum Handrail 50 LIN. FT.

1015 STRUCTURAL REPAIRS

1015AA Replace 1" x 1" Trim Material 20 LIN. FT.

1015AB Replace 1" x 2" Trim Material 20 LIN. FT.

1015AC Replace 1" x 4" Trim Material 20 LIN. FT.

1015AD Replace 1" x 6" Trim Material 20 LIN. FT.

Section 00010-22

1015AE Replace 1" x 8" Trim Material 20 LIN. FT.

1015AF Replace 2" x 4" Structural Material 40 LIN. FT.

1015AG Replace 2" x 6" Structural Material 40 LIN. FT.

1015AH Replace 4" x 4" Structural Material 40 LIN. FT.

1015AI Replace 4" x 6" Structural Material 20 LIN. FT.

1015AJ Replace 6" x 6" Structural Material 20 LIN. FT.

1015AK Replace Shake Shingle 50 SQ. FT.

1015AL Replace Asphalt/Fiberglass Shingle 600 SQ. FT.

1015AM

1015AN Exterior Grade Plywood T-11 380 SQ. FT.

1015AO Exterior Grade Plywood BBX 380 SQ. FT.

1015AP Replace Plexiglas Windows 10 SQ. FT.

1015AQ Removal of Structural Material 40 Hour

1016 BUILDING FIXTURE REPAIRS

1016AA

1016AB

1016AC

1016AD

1016AE

Section 00010-23

1016AF

Steel Metal Door Replacement 32" X

1016AG

1016AH

1016AI

1016AJ

Surface Mounted High-pressure

1016AK

Watt Biaxial

1016AL

Tubes

10 Each

120 volt Florescent Fixture

1016AM Wash Basin Replacement 10 Each

1016AN Toilet, Wall Mounted Replacement 10 Each

1016AO Toilet, Floor Mounted Replacement 10 Each

1016AP Urinal, Wall Mounted Replacement 10 Each

1016AQ Urinal, Floor Mounted Replacement 10 Each

1017 FACILITY CLEANING

1017AA High Pressure Washing 3000 SQ. FT.

1018 WATER FOUNTAIN AND YARD HYDRANT

1018AA Wall Mounted Water Fountain 4 Each

1018AB

Section 00010-24

1018AC

1018AD

018AE Pedestal Water Fountain 2 Each

1018AF Pedestal Water Fountain Removal 2 Each

1018AG Pedestal Water Fountain Installation 2 Each

1018AH

1018AI Frost-Proof Yard Hydrant 5 Each

1018AJ Frost-Proof Yard Hydrant Removal 5 Each

1018AK Frost-Proof Yard Hydrant Installation 5 Each

1018AM

1018AN Sanitary Yard Hydrant Removal 2 Each

1019 SIGN REPLACEMENT & REPAIR

1019AA

1019AB

4" x 6" Post Removal, Set and/or

1019AC

1020 PAINTING

Exterior Painting 1020AA Wood Paint, 100% Acrylic Latex 300 SQ

Section 00010-25

1020AB Wood Preservative 30 SQ

1020AC Wood Paint, Alkyd 30 SQ

1020AD Brick Sealer 30 SQ

1020AE

1020AF Masonry Block Sealer 50 SQ

1020AG Metal Ferrous Paint, Aluminum 20 SQ

1020AH Metal Ferrous Paint, Alkyd Enamel 20 SQ

1020AI Metal Galvanized Paint, Acrylic Latex 20 SQ

1020AJ Metal Non-Ferrous Paint, Acrylic 20 SQ

1020AK Fencing, Aluminum (Chain Link) 250 SQ

Interior Painting 1020AL Wood Paint, 100% Acrylic Latex 40 SQ

1020AM Wood Sealer 40 SQ

1020AN Wood Paint, Epoxy Anti-Graffiti 40 SQ

1020AO Wood Paint, Alkyd 20 SQ

1020AP Wood Tile Sealer, Brick/Glazed 10 SQ

1020AQ

1020AR Masonry Block Epoxy, Anti-Graffiti 50 SQ

1020AS Masonry Block Emulsion Filler 20 SQ

1020AT Plaster Paint, 100% Acrylic Latex 30 SQ

1020AU Dry Wall, 100% Acrylic Latex 30 SQ

1020AV Metal Ferrous Paint, Alkyd Enamel 20 SQ

Section 00010-26

1020AW

Metal Non-Ferrous Paint, Alkyd

1020AX Special Surface Preparation - Metal 50 SQ

1020AY Special Surface Preparation - Masonry 100 SQ

1020AZ Special Surface Preparation - Wood 50 SQ

1021AA Dam West Beach 750 Ton

1021AB Sullivan Beach 750 Ton

1021AC Wilborn Creek Beach 500 Ton

1021AD Lithia Springs Beach 500 Ton

1021AE Coon Creek Beach 300 Ton

1022 BEACH SAND MAINTENANCE

1022AA Dam West Beach 2 Each

1022AB Sullivan Beach 2 Each

1022AC Wilborn Creek Beach 2 Each

1022AD Lithia Springs Beach 2 Each

1022AE Coon Creek Beach 2 Each

1023 COURTESY DOCKS

1023AA

Springs, Dam West, and Opossum

Section 00010-27

1023AB

1023AC

Creek, Bo Woods, and Whitley Creek

1023AD

Courtesy Dock Adjustment at Lithia Springs, Dam West, and Opossum

1023AE

Courtesy Dock Adjustment at Coon

1023AF

Creek, Bo Woods, and Whitley Creek

1023AG

Courtesy Dock Removal at Lithia Springs, Dam West, and Opossum

1023AH

1023AI

Creek, Bo Woods, and Whitley Creek

1023AJ Aluminum Weld 12 Each

1023AK

1023AL 12"x 6" Steel Skid Plate Replacement 4 Each

1023AM Rubber Dock Bumper Replacement 6 LIN. FT.

1023AN Tie Cleat Replacement 4 Each

Section 00010-28

1023AO

2" x 2" Treated Kick Board

1024 SEALANT AND CAULKING

1024A Sealant Compound 100 LIN. FT.

1024B Caulking Compound 100 LIN. FT.

TOTAL FOR OPTION YEAR 1 ______________

OPTION

YEAR 2

2001AA

2001AB

2001AC

2002 EARTHWORK

2002AA

2002AB

2003 SITE GRADING

2003AA Site Grading 25 Each

2004AA

2004AB

2004AC

Section 00010-29

2004AD

2004AE

2004AF

2004AG

2004AH

2005AA CA - 6 3000 Ton

2005AB CA – 16 1000 Ton

2006 SITE IMPROVEMENTS

2006AA Relocation of Picnic Table 12 Each

2006AB Concrete Removal and Disposal 50 CU. YD.

2006AC

2006AD Asphalt Removal and Disposal 500 SQ. FT.

2006AE

2006AF

2006AG Relocation of Grills/Lantern Hangers 25 Each

2006AH Replacement of Lantern Hangers 25 Each

Section 00010-30

2006AI Replacement and Disposal of Grills 50 Each

2006AJ

2006AK

2006AL Crib Wall Construction 200 LIN. FT.

2006AM

2007 ESTABLISHMENT OF TURF

2007AA Establishment of Turf 5 Acre

2008 PLAYGROUND IMPACT AREA

2008AA Bark Chip Removal, and Disposal 4 Each

2008AB Bark Chip Delivery and Placement 10 Each

2009 TRENCHING AND BACKFILLING

2009AA Trenching: Less than 25" in Depth 1000 LIN. FT.

2009AB Trenching: 25" - 35" in Depth 1000 LIN. FT.

2009AC Trenching: 36" - 48" in Depth 1000 LIN. FT.

2009AD Backfilling: Less than 25" in Depth 1000 LIN. FT.

2009AE Backfilling: 25" - 35" in Depth 1000 LIN. FT.

2009AF Backfilling: 36" - 48" in Depth 1000 LIN. FT.

2010 CULVERTS

2010AA Culvert Removal: 12" diameter 60 LIN. FT.

2010AB Culvert Removal: 15" diameter 60 LIN. FT.

2010AC Culvert Removal: 24" diameter 60 LIN. FT.

2010AD Culvert Removal: 30" diameter 60 LIN. FT.

Section 00010-31

2010AE Culvert Installation: 12" diameter 60 LIN. FT.

2010AF Culvert Installation: 15" diameter 60 LIN. FT.

2010AG Culvert Installation: 24" diameter 60 LIN. FT.

2010AH Culvert Installation: 30" diameter 60 LIN. FT.

2010AI Culvert Cleaning: 12" - 24" 60 LIN. FT.

2010AJ Culvert Cleaning: 25" – 48" 60 LIN. FT.

2011AA Sand (FA-2, Class A), Tailgate Spread 1000 Ton

2011AB Sand (FA-2, Class A), Stockpiled 1000 Ton

2011AC CA – 1, Tailgate Spread 1000 Ton

2011AD CA – 1, Stockpiled 1000 Ton ________________ ______________

2011AE CA – 6, Tailgate Spread 1000 Ton

2011AF CA -6, Stockpiled 1000 Ton _______________ ______________

2011AG CA-16 Tailgate Spread 1000 Ton _______________ ______________

2011AH CA-16 Stockpiled 1000 Ton _______________ ______________

2011 AI RR-4 RipRap Stockpiled 1000 Ton _______________ _____________

2012AA

2012AB

2012AC

Section 00010-32

2012AD

2012AE

2012AF

Water Valve Replacement 3" Square

2012AG

2012AH Water Line Tap: 3/4" Complete 5 Each

2012AI Water Line Tap: 1" Complete 5 Each

2012AJ Water Line Tap: 1 1/2" Complete 5 Each

2012AK Water Line Tap: 2" Complete 5 Each

2012AL Water Line Tap: 3/4" Saddle Tap Only 5 Each

2012AM Sewer Line Tap: 2' - 5' in Depth 5 Each

2012AN Sewer Line Tap: 5.1' - 10' in Depth 5 Each

2012AO Sewer Line Tap: 10.1' – 15’ in Depth 5 Each

2012AP Stop and Drain Valve Assembly 5 Each

2012AQ Stop and Drain Valve Removal 5 Each

2012AR Stop and Drain Valve Installation 5 Each

2012AS Manhole Installation: 1' - 4' in Depth 2 Each

2012AT Manhole Installation: 4.1' - 15' in Depth 2 Each

2012AU

2012AV Four Inch Gravity Sewer: 4' - 10' in 1000 LIN. FT.

Section 00010-33

2012AW

2012AX

2012AY

2012AZ

2012BA

2012BB

2012BC

2012BC Water Line Installation 1000 LIN. FT.

2012BD Pressure Sewer Force Main Installation 1000 LIN. FT.

2012BE Winterization of facilities

2012BEA Comfort Station A 10 Each

2012BEB Comfort Station B 2 Each

2012BEC Shower/ Laundry 5 Each

2012BED Fish Cleaning Station 4 Each

2012BEE Add on Shower 4 Each

2012BEF Fountains, Hydrants, and Trailer Dump 10 Each

2012BF Dewinterizing of facilities

2012BFA Comfort Station A 10 Each

2012BFB Comfort Station B 2 Each

Section 00010-34

2012BFC Shower/ Laundry 5 Each

2012BFD Fish Cleaning Station 4 Each

2012BFE Add on Shower 4 Each

2012BFF Fountains, Hydrants, and Trailer Dump 10 Each

2012 BFG Plumbing Repairs (General) 1000 HR

2013 ROAD BORING

2013AA

2013AB

2013AC

2013AD

2013AE

2013AF POTHOLE REPAIR 20 CU. FT.

2014 CONCRETE

2014AA Asphalt Removal 100 SQ. FT.

2014AB Concrete Removal 100 SQ. FT.

2014AC Concrete Slab: 4" 100 SQ. FT.

2014AD Concrete Slab: 6" 100 SQ. FT.

2014AE Concrete Ditch 100 SQ. FT.

2014AF Concrete Sidewalk 100 SQ. FT.

Section 00010-35

2014AG Concrete Stairs 100 SQ. FT.

2014AH Aluminum Handrail 50 LIN. FT.

2015 STRUCTURAL REPAIRS

2015AA Replace 1" x 1" Trim Material 20 LIN. FT.

2015AB Replace 1" x 2" Trim Material 20 LIN. FT.

2015AC Replace 1" x 4" Trim Material 20 LIN. FT.

2015AD Replace 1" x 6" Trim Material 20 LIN. FT.

2015AE Replace 1" x 8" Trim Material 20 LIN. FT.

2015AF Replace 2" x 4" Structural Material 40 LIN. FT.

2015AG Replace 2" x 6" Structural Material 40 LIN. FT.

2015AH Replace 4" x 4" Structural Material 40 LIN. FT.

2015AI Replace 4" x 6" Structural Material 20 LIN. FT.

2015AJ Replace 6" x 6" Structural Material 20 LIN. FT.

2015AK Replace Shake Shingle 50 SQ. FT.

2015AL Replace Asphalt/Fiberglass Shingle 600 SQ. FT.

2015AM

2015AN Exterior Grade Plywood T-11 380 SQ. FT.

2015AO Exterior Grade Plywood BBX 380 SQ. FT.

2015AP Replace Plexiglas Windows 10 SQ. FT.

2015AQ Removal of Structural Material 40 Hour

2016 BUILDING FIXTURE REPAIRS

2016AA

Section 00010-36

2016AB

2016AC

2016AD

2016AE

2016AF

2016AG

2016AH

2016AI

2016AJ

Surface Mounted High-pressure

2016AK

Watt Biaxial

2016AL

Tubes

10 Each

120 volt Florescent Fixture

2016AM Wash Basin Replacement 10 Each

2016AN Toilet, Wall Mounted Replacement 10 Each

2016AO Toilet, Floor Mounted Replacement 10 Each

2016AP Urinal, Wall Mounted Replacement 10 Each

2016AQ Urinal, Floor Mounted Replacement 10 Each

Section 00010-37

2017 FACILITY CLEANING

2017AA High Pressure Washing 3000 SQ. FT.

2018 WATER FOUNTAIN AND YARD HYDRANT

2018AA Wall Mounted Water Fountain 4 Each

2018AB

2018AC

2018AD

2018AE Pedestal Water Fountain 2 Each

2018AF Pedestal Water Fountain Removal 2 Each

2018AG Pedestal Water Fountain Installation 2 Each

2018AH

2018AI Frost-Proof Yard Hydrant 5 Each

2018AJ Frost-Proof Yard Hydrant Removal 5 Each

2018AK Frost-Proof Yard Hydrant Installation 5 Each

2018AM

2018AN Sanitary Yard Hydrant Removal 2 Each

2019 SIGN REPLACEMENT & REPAIR

2019AA

Section 00010-38

2019AB

4" x 6" Post Removal, Set and/or

2019AC

2020 PAINTING

Exterior Painting 2020AA Wood Paint, 100% Acrylic Latex 300 SQ

2020AB Wood Preservative 30 SQ

2020AC Wood Paint, Alkyd 30 SQ

2020AD Brick Sealer 30 SQ

2020AE

2020AF Masonry Block Sealer 50 SQ

2020AG Metal Ferrous Paint, Aluminum 20 SQ

2020AH Metal Ferrous Paint, Alkyd Enamel 20 SQ

2020AI Metal Galvanized Paint, Acrylic Latex 20 SQ

2020AJ Metal Non-Ferrous Paint, Acrylic 20 SQ

2020AK Fencing, Aluminum (Chain Link) 250 SQ

Interior Painting 2020AL Wood Paint, 100% Acrylic Latex 40 SQ

2020AM Wood Sealer 40 SQ

2020AN Wood Paint, Epoxy Anti-Graffiti 40 SQ

2020AO Wood Paint, Alkyd 20 SQ

2020AP Wood Tile Sealer, Brick/Glazed 10 SQ

Section 00010-39

2020AQ

Masonry Block Paint, 100% Acrylic

2020AR Masonry Block Epoxy, Anti-Graffiti 50 SQ

2020AS Masonry Block Emulsion Filler 20 SQ

2020AT Plaster Paint, 100% Acrylic Latex 30 SQ

2020AU Dry Wall, 100% Acrylic Latex 30 SQ

2020AV Metal Ferrous Paint, Alkyd Enamel 20 SQ

2020AW

Metal Non-Ferrous Paint, Alkyd

2020AX Special Surface Preparation - Metal 50 SQ

2020AY Special Surface Preparation - Masonry 100 SQ

2020AZ Special Surface Preparation - Wood 50 SQ

2021AA Dam West Beach 750 Ton

2021AB Sullivan Beach 750 Ton

2021AC Wilborn Creek Beach 500 Ton

2021AD Lithia Springs Beach 500 Ton

2021AE Coon Creek Beach 300 Ton

2022 BEACH SAND MAINTENANCE

2022AA Dam West Beach 2 Each

2022AB Sullivan Beach 2 Each

Section 00010-40

2022AC Wilborn Creek Beach 2 Each

2022AD Lithia Springs Beach 2 Each

2022AE Coon Creek Beach 2 Each

2023 COURTESY DOCKS

2023AA

Springs, Dam West, and Opossum

2023AB

2023AC

Creek, Bo Woods, and Whitley Creek

2023AD

Courtesy Dock Adjustment at Lithia Springs, Dam West, and Opossum Creek Boat Ramps

12 Each

2023AE

Courtesy Dock Adjustment at Coon

2023AF

Creek, Bo Woods, and Whitley Creek

2023AG

Courtesy Dock Removal at Lithia Springs, Dam West, and Opossum

2023AH

2023AI

Creek, Bo Woods, and Whitley Creek

2023AJ Aluminum Weld 12 Each

Section 00010-41

2023AK

2023AL 12"x 6" Steel Skid Plate Replacement 4 Each

2023AM Rubber Dock Bumper Replacement 6 LIN. FT.

2023AN Tie Cleat Replacement 4 Each

2023AO

2" x 2" Treated Kick Board

2024 SEALANT AND CAULKING

2024A Sealant Compound 100 LIN. FT.

2024B Caulking Compound 100 LIN. FT.

TOTAL FOR OPTION YEAR 2 ______________

GRAND TOTAL FOR BASE YEAR, OPTION YEAR NO. 01 AND OPTION YEAR NO. 2 $________

Section 00010-42

BID NOTES

1. All task order quantities shown on the LINE ITEM SCHEDULE are estimated quantities except when the unit is shown as Lump Sum “LS”.

2. Sub-CLINS numbered alphanumerically are sub-divided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its’ sub-items.

3. All Indefinite Delivery/Indefinite Quantity items are estimated and are to be used for bid evaluations only.

The Guaranteed Minimum amount for the IDIQ items shall be $8,000.00 for the base year and $4,000.00 for each option year. The Cumulative Maximum per contract year is $400,000.00.

4. Information concerning Indefinite Quantity, Indefinite Delivery contracts, as well as the issuance and limitations of task orders may be found in Section 00700, Contract Clauses 52.216-18 and 52.216-19.

5. See Section 00700, Contract Clause 52.228-15, Performance and Payment Bonds. Because this is an Indefinite Delivery/Indefinite Quantity contract, Performance and Bonds will be based on the task order amounts rather than on the contract capacity amount. Note: A limited Notice to Proceed may be issued.

6. EPA designated items are not required for this project.

7. This solicitation package is MIL SPEC/STD and FED SPEC/STD free.

8. The Period of Performance and Completion Date will be negotiated for each task order.

9. Authorization Pursuant to 10 USC 2304.

10. Bidders are required to bid on all items listed on the bidding Schedule, in addition to inserting a overall total quoted bid in the appropriate space provided. Failure to do so will be considered good cause to disqualify the bid.

11. Bidders must provide full, accurate, and complete information as required by this solicitation and its attachments. The penalty for making false statements in bids is prescribed in 18 USC 1001. (FAR 52.214-4)

12. A Pre-Bid Conference will be held on January 2, 2013 at 10:00 A.M. at Lake Shelbyville, Shelbyville, IL;

See Section 00100, Contract Clause 52.236-27 Site Visit, for point of contact.

13. Return the SF 1442, Section 00010 and Section 00600 with your bid.

Section 00100-1

Section 00100 - Bidding Schedule/Instructions to Bidders

CLAUSES INCORPORATED BY FULL TEXT

52.204-6 DATA UNIVERSAL NUMBERING SYSTEM (DUNS) NUMBER (APR 2008)

(a) The offeror shall enter, in the block with its name and address on the cover page of its offer, the annotation “DUNS” or “DUNS+4” followed by the DUNS number or “DUNS+4” that identifies the offeror's name and address exactly as stated in the offer. The DUNS number is a nine-digit number assigned by Dun and Bradstreet, Inc. The DUNS+4 is the DUNS number plus a 4-character suffix that may be assigned at the discretion of the offeror to establish additional CCR records for identifying alternative Electronic Funds Transfer (EFT) accounts (see Subpart 32.11) for the same concern.

(b) If the offeror does not have a DUNS number, it should contact Dun and Bradstreet directly to obtain one.

(1) An offeror may obtain a DUNS number--

(i) Via the Internet at http://fedgov.dnb.com/webform or if the offeror does not have internet access, it may call Dun and Bradstreet at 1-866-705-5711 if located within the United States; or

(ii) If located outside the United States, by contacting the local Dun and Bradstreet office. The offeror should indicate that it is an offeror for a U.S. Government contract when contacting the local Dun and Bradstreet office.

(2) The offeror should be prepared to provide the following information:

(i) Company legal business name.

(ii) Tradestyle, doing business, or other name by which your entity is commonly recognized.

(iii) Company physical street address, city, state and Zip Code.

(iv) Company mailing address, city, state and Zip Code (if separate from physical).

(v) Company telephone number.

(vi) Date the company was started.

(vii) Number of employees at your location.

(viii) Chief executive officer/key manager.

(ix) Line of business (industry).

(x) Company Headquarters name and address (reporting relationship within your entity).

(End of provision)

52.214-3 AMENDMENTS TO INVITATIONS FOR BIDS (DEC 1989)

(a) If this solicitation is amended, then all terms and conditions which are not modified remain unchanged.

Section 00100-2

(b) Bidders shall acknowledge receipt of any amendment to this solicitation (1) by signing and returning the amendment, (2) by identifying the amendment number and date in the space provided for this purpose on the form for submitting a bid, (3) by letter or telegram, or (4) by facsimile, if facsimile bids are authorized in the solicitation.

The Government must receive the acknowledgment by the time and at the place specified for receipt of bids.

52.214-4 FALSE STATEMENTS IN BIDS (APR 1984)

Bidders must provide full, accurate, and complete information as required by this solicitation and its attachments.

The penalty for making false statements in bids is prescribed in 18 U.S.C. 1001.

52.214-5 SUBMISSION OF BIDS (MAR 1997)

(a) Bids and bid modifications shall be submitted in sealed envelopes or packages (unless submitted by electronic means) (1) addressed to the office specified in the solicitation, and (2) showing the time and date specified for receipt, the solicitation number, and the name and address of the bidder.

(b) Bidders using commercial carrier services shall ensure that the bid is addressed and marked on the outermost envelope or wrapper as prescribed in subparagraphs (a)(1) and (2) of this provision when delivered to the office specified in the solicitation.

(c) Telegraphic bids will not be considered unless authorized by the solicitation; however, bids may be modified or withdrawn by written or telegraphic notice.

(d) Facsimile bids, modifications, or withdrawals, will not be considered unless authorized by the solicitation.

(e) Bids submitted by electronic commerce shall be considered only if the electronic commerce method was specifically stipulated or permitted by the solicitation.

52.214-6 EXPLANATION TO PROSPECTIVE BIDDERS (APR 1984)

Any prospective bidder desiring an explanation or interpretation of the solicitation, drawings, specifications, etc., must request it in writing soon enough to allow a reply to reach all prospective bidders before the submission of their bids. Oral explanations or instructions given before the award of a contract will not be binding. Any information given a prospective bidder concerning a solicitation will be furnished promptly to all other prospective bidders as an amendment to the solicitation, if that information is necessary in submitting bids or if the lack of it would be prejudicial to other prospective bidders.

Section 00100-3

52.214-7 LATE SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS (NOV 1999)

(a) Bidders are responsible for submitting bids, and any modifications or withdrawals, so as to reach the Government office designated in the invitation for bids (IFB) by the time specified in the IFB. If no time is specified in the IFB, the time for receipt is 4:30 p.m., local time, for the designated Government office on the date that bids are due.

(b)(1) Any bid, modification, or withdrawal received at the Government office designated in the IFB after the exact time specified for receipt of bids is “late” and will not be considered unless it is received before award is made, the Contracting Officer determines that accepting the late bid would not unduly delay the acquisition; and--

(i) If it was transmitted through an electronic commerce method authorized by the IFB, it was received at the initial point of entry to the Government infrastructure not later than 5:00 p.m. one working day prior to the date specified for receipt of bids; or

(ii) There is acceptable evidence to establish that it was received at the Government installation designated for receipt of bids and was under the Government's control prior to the time set for receipt of bids.

(2) However, a late modification of an otherwise successful bid that makes its terms more favorable to the Government, will be considered at any time it is received and may be accepted.

(c) Acceptable evidence to establish the time of receipt at the Government installation includes the time/date stamp of that installation on the bid wrapper, other documentary evidence of receipt maintained by the installation, or oral testimony or statements of Government personnel.

(d) If an emergency or unanticipated event interrupts normal Government processes so that bids cannot be received at the Government office designated for receipt of bids by the exact time specified in the IFB and urgent Government requirements preclude amendment of the IFB, the time specified for receipt of bids will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which normal Government processes resume.

(e) Bids may be withdrawn by written notice received at any time before the exact time set for receipt of bids. If the IFB authorizes facsimile bids, bids may be withdrawn via facsimile received at any time before the exact time set for receipt of bids, subject to the conditions specified in the provision at 52.214-31, Facsimile Bids. A bid may be withdrawn in person by a bidder or its authorized representative if, before the exact time set for receipt of bids, the identity of the person requesting withdrawal is established and the person signs a receipt for the bid.

52.214-12 PREPARATION OF BIDS (APR 1984)

(a) Bidders are expected to examine the drawings, specifications, Schedule, and all instructions. Failure to do so will be at the bidder's risk.

(b) Each bidder shall furnish the information required by the solicitation. The bidder shall sign the bid and print or type its name on the Schedule and each continuation sheet on which it makes an entry. Erasures or other changes must be initialed by the person signing the bid. Bids signed by an agent shall be accompanied by evidence of that agent's authority, unless that evidence has been previously furnished to the issuing office.

Section 00100-4

(c) For each item offered, bidders shall (1) show the unit price, including, unless otherwise specified, packaging, packing, and preservation and (2) enter the extended price for the quantity of each item offered in the "Amount" column of the Schedule. In case of discrepancy between a unit price and an extended price, the unit price will be presumed to be correct, subject, however, to correction to the same extent and in the same manner as any other mistake.

(d) Bids for supplies or services other than those specified will not be considered unless authorized by the solicitation.

(e) Bidders must state a definite time for delivery of supplies or for performance of services, unless otherwise specified in the solicitation.

(f) Time, if stated as a number of days, will include Saturdays, Sundays, and holidays.

52.214-13 TELEGRAPHIC BIDS (APR 1984)

(a) Bidders may submit telegraphic bids as responses to this solicitation. These responses must arrive at the place, and by the time, specified in the solicitation.

(b) Telegraphic bids shall refer to this solicitation and include the items or subitems, quantities, unit prices, time and place of delivery, all representations and other information required by this solicitation, and a statement of agreement with all the terms, conditions, and provisions of the invitation for bids.

(c) Telegraphic bids that fail to furnish required representations or information, or that reject any of the terms, conditions, and provisions of the solicitation, may be excluded from consideration.

(d) Bidders must promptly sign and submit complete copies of the bids in confirmation of their telegraphic bids.

(e) The term "telegraphic bids," as used in this provision, includes mailgrams.

52.214-15 PERIOD FOR ACCEPTANCE OF BIDS (APR 1984)

In compliance with the solicitation, the bidder agrees, if this bid is accepted within 60 calendar days from the date specified in the solicitation for receipt of bids, to furnish any or all items upon which prices are bid at the price set opposite each item, delivered at the designated point(s), within the time specified in the Schedule.

(End of clause)

52.214-18 PREPARATION OF BIDS--CONSTRUCTION (APR 1984)

(a) Bids must be (1) submitted on the forms furnished by the Government or on copies of those forms, and (2) manually signed. The person signing a bid must initial each erasure or change appearing on any bid form.

Section 00100-5

(b) The bid form may require bidders to submit bid prices for one or more items on various bases, including--

(1) Lump sum bidding;

(2) Alternate prices;

(3) Units of construction; or

(4) Any combination of subparagraphs (1) through (3) above.

(c) If the solicitation requires bidding on all items, failure to do so will disqualify the bid. If bidding on all items is not required, bidders should insert the words "no bid" in the space provided for any item on which no price is submitted.

(d) Alternate bids will not be considered unless this solicitation authorizes their submission.

52.214-19 CONTRACT AWARD--SEALED BIDDING--CONSTRUCTION (AUG 1996)

(a) The Government will evaluate bids in response to this solicitation without discussions and will award a contract to the responsible bidder whose bid, conforming to the solicitation, will be most advantageous to the Government, considering only price and the price-related factors specified elsewhere in the solicitation.

(b) The Government may reject any or all bids, and waive informalities or minor irregularities in bids received.

(c) The Government may accept any item or combination of items, unless doing so is precluded by a restrictive limitation in the solicitation or the bid.

(d) The Government may reject a bid as nonresponsive if the prices bid are materially unbalanced between line items or subline items. A bid is materially unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated in relation to cost for other work, and if there is a reasonable doubt that the bid will result in the lowest overall cost to the Government even though it may be the low evaluated bid, or if it is so unbalanced as to be tantamount to allowing an advance payment.

52.214-5000 APPARENT CLERICAL MISTAKES (MAR 1995)--EFARS

(a) For the purpose of initial evaluations of bids, the following will be utilized in the resolving arithmetic discrepancies found on the face of bidding schedule as submitted by the bidder:

(1) Obviously misplaced decimal points will be corrected;

(2) Discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected;

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(b) For the purpose of bid evaluation, the government will proceed on the assumption that the bidder intends his bid to be evaluated on basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

Section 00100-6

(c) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

(End of statement)

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a Firm-Fixed-Price , Indefinite Quantity Indefinite Delivery (IDIQ) contract resulting from this solicitation.

52.222-5 DAVIS-BACON ACT--SECONDARY SITE OF THE WORK (JUL 2005)

(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Davis-Bacon Act, of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this…