A22._W912P918R0013.pdf
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- W912P918R0013
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W81C8X72848749
Facility Maintenance Contract located at Mark Tw ain Lake/Clarence Cannon Dam:
Description of Work: The w ork consists of furnishing all labor, material, vehicles, equipment, tools, supervision, transportation, administration, building, and facilities required to perform facility maintenance as required at various locations at Mark Tw ain Lake, MO.
The magnitude of this requirement is betw een $500,000 and $1,000,000.
This is a 100% Small Business Set-Aside Requirement.
LISA M WHITE 314 331-8518
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
01-Mar-2018
(RFP)
(IFB)
X
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 mandatory, negotiable. (See _________________________52.211-10
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 __________3 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________30 Mar 2018 (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 of fers are due.
B. An offer guarantee is, X 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
US ARMY ENGR DIST ST LOUIS
1222 SPRUCE STREET, RM 4.207
ST LOUIS MO 63103-2833
W912P9
PAGE OF PAGES
1 OF
CODE
(Title, identifying no., date):
12B. CALENDAR DAYS
11:00 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: TEL: FAX:
W912P918R0013 155
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
Section 00 10 00 - Solicitation
BID NOTES
Bid Schedule Notes
SECTION B
Bid Schedule Notes
This is an Indefinite Quantity Contract to furnish all labor, materials, vehicles, equipment, tools, supervision, transportation, administration, buildings, and facilities required to perform facility maintenance as required at various locations at Mark Twain Lake, Missouri in accordance with solicitation specifications and provisions.
NOTE 1: ESTIMATED QUANTITIES ARE TO BE USED FOR BID EVALUATION ONLY.
NOTE 2: ALL PRICES MUST BE ON A FIRM BASIS.
NOTE 3: LEGEND FOR UNIT OF MEASURE ABBREVIATIONS
EA = EACH; SQ = SQUARE; SY = SQUARE YARD; CY = CUBIC YARD;
FT = FOOT; SF = SQUARE FOOT; TN = TON;
NOTE 4: BIDDERS MUST BID ON ALL ITEMS. FAILURE TO BID ONA NY ITEM WILL BE CAUSE FOR
THE GOVERNMENT TO DETERMINE THE BID NON-RESPONSIVE.
NOTE 5. AMOUNT: GUARANTEED MINIMUM IS $5,000.00 FOR BASE YEAR AND $5,000.00 FOR
OPTION YEARS (IF EXERCISED). CUMULATIVE MAXIMUM IS $200,000.00 FOR BASE YEAR AND TWO
OPTION YEARS. PERFORMANCE PERIOD FOR EACH TASK ORDER ISSUED SEE CONTRACT CLAUSE
52.211-10.
NOTE 6. INFORMATION CONCERNING INDEFINITE QUANTITY CONTRACTS, AS WELL AS THE
ISSUANCE AND LIMITATIONS OF TASK ORDERS MAY BE FOUND IN SECTION 0700, CONTRACT
CLAUSES.
NOTE 7. THIS SOLICITATION CONTAINS AN OPTION TO EXTEND THE TERM OF THE CONTRACT
CLAUSE IN SECTION 0700. THE OPTION(S) ARE TO BE EXERCISED AT THE DISCRETION OF THE GOVERNMENT TO EXERCISE THE OPTION(S). BIDDERS ARE ADVISED THAT SUCH OPTIONS(S) AS MAY BE EXERCISED WILL BE EXERCISED AT THE UNIT PRICES BID FOR THE SPECIFIC OPTION
YEAR.
NOTE 8: BIDDERS MUST PROVIDE FULL, ACCURATE, AND COMPLETE INFORMATION AS
REQUIRED BY THIS SOLICITATION AND ITS ATTACHMENTS. THE PENALTY FOR MAKING FLASE
STATEMENTS IN BIDS PRESCRIBED IN 18 USC 1001, (FAR 52.214-4)
ISSUING TASK ORDERS
1. Task Orders as necessary to accomplish the work required under this contract may be issued by the Contracting Officer or be an Ordering Officer duly appointed in writing to act as Ordering Officer specific to this contract.
2. Each task order shall have specific quantities with maximum allowable timeframes. Orders will be issued for a wide range of items and varying quantities within the realm of the contract. (Also see Contract Clause 52.216-19 entitle “Order Limitations”). Upon receipt of a task order by the Contractor, the Contractor shall have five normal workdays to begin work. During the contract period, aggregate totals for some bid items may exceed the original estimated totals indicated during the bid process. Some bid items may no be required during the contract period. Listed are delivery order schedules:
Dollar Ranges Maximum Allowable Time
$1,500.00 - $25,000.00 10 – 40 Work Days $25,000.01 - $60,000.00 41 – 70 Work Days $60,000.01 - $200,000.00 71 – 100 Work Days
3. Performance periods for delivery orders are based on the schedule above. The schedule does not take into account weather delays which will be allowed when the weather or conditions resulting from weather severely impact or prohibit performance of specified work. The Contracting Officer shall be the sole judge of weather delays and determining severe impact; his/her decision will be final. Specified times in the schedule are based on normal workdays. Time stated for completion on delivery orders shall include site cleanup, as applicable.
BID SCHEDULE
Item Unit No. Description Quantit y U/I Price Amount
Clearing and Grubbing (Items 0001 - 0003) 0001 Clearing and Grubbing - Light 50 SY
0002 Clearing and Grubbing - Moderate 10 SY
0003 Clearing and Grubbing - Heavy 5 SY
0004 Site Grading 75 CY
0005 Drain Aggregate 75 TN
0006 Crushed Stone 75 TN
0007 Relocation of Grills on Concrete Bases 10 EA
0008 Installation of Landscape Timbers 350 FT
(Contractor-Furnished)
0009 Installation of Landscape Timbers 350 FT (Government-Furnished)
0010 Relocation of Picnic Tables 10 EA
0011 Relocation of Lantern Hangers 10 EA
0012 Installation of Lantern Hangers 10 EA
0013 Installation of Grills 10 EA
0014 Replacement of Grills 10 EA
0015 Concrete Removal 400 SF
0016 Concrete Anchor Removal 5 EA
0017 Asphalt Removal 400 SF
0018 Removal of Landscape Timbers 350 FT
0019 Removal of Drain Aggregate/Crushed Stone 1000 SF
0020 Crib Wall Construction 100 FT
0021 Establishment of Turf 1000 SY
0022 Pea Gravel 30 TN
Trenching (Items 0023 - 0028)
0023 Trenching up to 26" 150 FT
0024 Trenching 27" - 35" 500 FT
0025 Trenching 36" - 48" 300 FT
0026 Trenching Rock up to 26" 30 FT
0027 Trenching Rock 27" - 35" 30 FT
0028 Trenching Rock 36" - 48" 30 FT
Culvert Cleaning (Items 0029 - 0030)
0029 Culvert Cleaning 8" - 24" 100 FT
0030 Culvert Cleaning 25" - 36" 100 FT
0031 Sand 250 TN
0032 Base Rock (Type I Aggregate) 250 TN
0033 3-Inch Box Rock 200 TN
0034 Type 2 Rock Ditch Liner 200 TN ________________ __________
Horizontal Road Boring (Items 0034 - 0036) 0035 2-Inch Conduit 100 FT
0036 3-Inch Conduit 100 FT
0037 4-Inch Conduit 100 FT
Water Line Tap (Items 0037 - 0039)
0038 3/4-Inch Complete 3 EA
0039 2-Inch Complete 3 EA
0040 3/4" Saddle Tap ONLY 3 EA
Sewer Line Tap (Items 0040 - 0042)
0041 Sewer Line Tap 2' - 5' 5 EA
0042 Sewer Line Tap 5.1' - 10' 4 EA
0043 Sewer Line Tap 10.1' - 15' 2 EA
0044 Hydrant/Stop and Drain Valve Assembly 5 EA
Manhole (Items 0044 - 0045)
0045 Manhole 1' - 4' 10 FT
0046 Manhole 4.1' - 15'
10 FT
Gravity Sewer (Items 0046 - 0054)
0047 4" Gravity Sewer Less than 4' 200 FT
0048 4" Gravity Sewer 4.1' - 10' 100 FT
0049 4" Gravity Sewer 10.1' - 15' 50 FT
0050 6" Gravity Sewer Less than 4' 200 FT
0051 6" Gravity Sewer 4.1' - 10' 300 FT
0052 6" Gravity Sewer 10.1' - 15' 100 FT
0053 8" Gravity Sewer Less than 4' 200 FT
0054 8" Gravity Sewer 4.1' - 10' 200 FT
0055 8" Gravity Sewer 10.1' - 15' 100 FT
0056 Waterline Installation 500 FT
0057 Pressure Sewer Installation 300 FT
Roofing (Items 0057 - 0059)
0058 Asphalt or Fiberglass Shingle Roof Removal 15 SQ and Installation
0059 Wood Shake Shingle Removal and 15 SQ ________________ __________
Asphalt Shingle Roof Installation 0060 Ridge Cap Installation 120 FT
Concrete Slab (Items 0060 - 0061)
0061 4-Inch 300 SF
0062 6-Inch 300 SF
0063 Concrete Sidewalk 500 SF
0064 Concrete Stairs 150 SF
0065 Aluminum Handrail 50 FT
0066 Joint and Crack Sealing 750 FT
0067 Caulking Compound 250 FT
0068 Sealing Compound 150 FT
EXTERIOR PAINTING (Items 0068 - 0076)
0069 Wood-Stain-Oil 10 SQ
0070 Wood - Preservative 5 SQ
0071 Wood - Paint-Alkyd Industrial Enamel 10 SQ
0072 Masonry Block - Paint-Alkyd Industrial Enamel 10 SQ
0073 Masonry Block - Sealer 2 SQ
0074 Concrete - Sealer
5 SQ
0075 Concrete -
Epoxy
2 SQ
0076 Metal (Ferrous) - Paint-Alkyd Industrial Enamel 2 SQ
0077 Metal (Non-Ferrous) - Paint-Alkyd Industrial
Enamel
INTERIOR PAINTING (Items 0077 - 0091)
0078 Wood-Stain-Oil 2 SQ
0079 Wood - Epoxy - Anti-graffiti 5 SQ
0080 Wood - Paint-Alkyd Industrial Enamel 2 SQ
0081 Masonry Block - Paint - Acrylic 2 SQ
0082 Masonry Block and Concrete Floor - Epoxy - Anti-graffiti
10 SQ
0083 Masonry Block - Sealer 2 SQ
0084 Masonry Block - Paint-Alkyd Industrial Enamel 5 SQ
0085 Concrete -
0086 Drywall - Paint-Latex 2 SQ
0087 Metal (Ferrous) - Paint-Alkyd 2 SQ
0088 Metal (Non-Ferrous) - Paint-Acrylic 5 SQ
0089 Metal (Non-Ferrous) - Paint-Alkyd 5 SQ
0090 Metal (Non-Ferrous) - Paint-Epoxy 2 SQ
0091 Epoxy - Skid-Resistant Floor 2800 SF
0092 Epoxy-Skid-Resistant Floor - Patch 20 SF
Total Base Year $______________________
Clearing and Grubbing (Items 1001 - 1003)
1001 Clearing and Grubbing - Light 50 SY
1002 Clearing and Grubbing - Moderate 10 SY
1003 Clearing and Grubbing - Heavy 5 SY
1004 Site Grading 75 CY
1005 Drain Aggregate 75 TN
1006 Crushed Stone 75 TN
1007 Relocation of Grills on Concrete Bases 10 EA
1008 Installation of Landscape Timbers 350 FT
1009 Installation of Landscape Timbers 350 FT
1010 Relocation of Picnic Tables 10 EA
1011 Relocation of Lantern Hangers 10 EA
1012 Installation of Lantern Hangers 10 EA
1013 Installation of Grills 10 EA
1014 Replacement of Grills 10 EA
1015 Concrete Removal 400 SF
1016 Concrete Anchor Removal 5 EA
1017 Asphalt Removal 400 SF
1018 Removal of Landscape Timbers 350 FT
1019 Removal of Drain Aggregate/Crushed Stone 1000 SF
1020 Crib Wall Construction 100 FT
1021 Establishment of Turf 1000 SY
1022 Pea Gravel 30 TN
TRENCHING (Items 1023 - 1028)
1023 Trenching up to 26" 150 FT
1024 Trenching 27" - 35" 500 FT
1025 Trenching 36" - 48" 300 FT
1026 Trenching Rock up to 26" 30 FT
1027 Trenching Rock 27" - 35" 30 FT
1028 Trenching Rock 36" - 48" 30 FT
CULVERT CLEANING (Items 1029 - 1030)
1029 Culvert Cleaning 8" - 24" 100 FT
1030 Culvert Cleaning 25" - 36" 100 FT
1031 Sand 250 TN
1032 Base Rock (Type I Aggregate) 250 TN
1033 3-Inch Box Rock 200 TN
1034 Type 2 Rock Ditch Liner 200 TN ________________ __________
Horizontal Road Boring (Items 1034 - 1036) 1035 2-Inch Conduit 100 FT
1036 3-Inch Conduit 100 FT
1037 4-Inch Conduit 100 FT
Water Line Tap (Items 1037 - 1039)
1038 3/4-Inch Complete 3 EA
1039 2-Inch Complete 3 EA
1040 3/4" Saddle Tap ONLY 3 EA
Sewer Line Tap (Items 1040 - 1042) 1041 Sewer Line Tap 2' - 5' 5 EA
1042 Sewer Line Tap 5.1' - 10' 4 EA
1043 Sewer Line Tap 10.1' - 15' 2 EA
1044 Hydrant/Stop and Drain Valve Assembly 5 EA
Manhole (Items 1044 - 1045)
1045 Manhole 1' - 4' 10 FT
1046 Manhole 4.1' -
Gravity Sewer (Items 1046 - 1054)
1047 4" Gravity Sewer Less than 4' 200 FT
1048 4" Gravity Sewer 4.1' - 10' 100 FT
1049 4" Gravity Sewer 10.1' - 15' 50 FT
1050 6" Gravity Sewer Less than 4' 200 FT
1051 6" Gravity Sewer 4.1' - 10' 300 FT
1052 6" Gravity Sewer 10.1' - 15' 100 FT
1053 8" Gravity Sewer Less than 4' 200 FT
1054 8" Gravity Sewer 4.1' - 10' 200 FT
1055 8" Gravity Sewer 10.1' - 15' 100 FT
1056 Waterline Installation 500 FT
1057 Pressure Sewer Installation 300 FT
Roofing (Items 1057 - 1059)
1058 Asphalt or Fiberglass Shingle Roof 15 SQ Removal and Installation
1059 Wood Shake Shingle Removal and 15 SQ
1060 Ridge Cap Installation 120 FT
Concrete Slab (Items 1060 - 1061) 1061 4-Inch 300 SF
1062 6-Inch 300 SF
1063 Concrete Sidewalk 500 SF
1064 Concrete Stairs 150 SF
1065 Aluminum Handrail 50 FT
1066 Joint and Crack Sealing 750 FT
1067 Caulking Compound 250 FT
1068 Sealing Compound 150 FT
EXTERIOR PAINTING (Items 1068 - 1076) 1069 Wood-Stain-Oil 10 SQ
1070 Wood - Preservative 5 SQ
1071 Wood - Paint-Alkyd Industrial Enamel 10 SQ
1072 Masonry Block - Paint-Alkyd Industrial Enamel 10 SQ
1073 Masonry Block - Sealer 2 SQ
1074 Concrete -
1075 Concrete -
1076 Metal (Ferrous) - Paint-Alkyd Industrial Enamel 2 SQ
1077 Metal (Non-Ferrous) - Paint-Alkyd Industrial
INTERIOR PAINTING (Items 1077 - 1091)
1078 Wood-Stain-Oil 2 SQ
1079 Wood - Epoxy - Anti-graffiti 5 SQ
1080 Wood - Paint-Alkyd Industrial Enamel 2 SQ
1081 Masonry Block - Paint - Acrylic 2 SQ
1082 Masonry Block and Concrete Floor - Epoxy - Anti-
1083 Masonry Block - Sealer 2 SQ
1084 Masonry Block - Paint-Alkyd Industrial Enamel 5 SQ
1085 Concrete -
1086 Drywall - Paint-Latex 2 SQ
1087 Metal (Ferrous) - Paint-Alkyd 2 SQ
1088 Metal (Non-Ferrous) - Paint-Acrylic 5 SQ
1089 Metal (Non-Ferrous) - Paint-Alkyd 5 SQ
1090 Metal (Non-Ferrous) - Paint-Epoxy 2 SQ
1091 Epoxy - Skid-Resistant Floor 2800 SF
1092 Epoxy-Skid-Resistant Floor - Patch 20 SF
Total Option 1 $______________________
Clearing and Grubbing (Items 2001 - 2003)
2001 Clearing and Grubbing - Light 50 SY
2002 Clearing and Grubbing - Moderate 10 SY
2003 Clearing and Grubbing - Heavy 5 SY
2004 Site Grading 75 CY
2005 Drain Aggregate 75 TN
2006 Crushed Stone 75 TN
2007 Relocation of Grills on Concrete Bases 10 EA
2008 Installation of Landscape Timbers 350 FT
2009 Installation of Landscape Timbers 350 FT
2010 Relocation of Picnic Tables 10 EA
2011 Relocation of Lantern Hangers 10 EA
2012 Installation of Lantern Hangers 10 EA
2013 Installation of Grills 10 EA
2014 Replacement of Grills 10 EA
2015 Concrete Removal 400 SF
2016 Concrete Anchor Removal 5 EA
2017 Asphalt Removal 400 SF
2018 Removal of Landscape Timbers 350 FT
2019 Removal of Drain Aggregate/Crushed Stone 1000 SF
2020 Crib Wall Construction 100 FT
2021 Establishment of Turf 1000 SY
2022 Pea Gravel 30 TN
TRENCHING (Items 2023 - 2028)
2023 Trenching up to 26" 150 FT
2024 Trenching 27" - 35" 500 FT
2025 Trenching 36" - 48" 300 FT
2026 Trenching Rock up to 26" 30 FT
2027 Trenching Rock 27" - 35" 30 FT
2028 Trenching Rock 36" - 48" 30 FT
CULVERT CLEANING (Items 2029 - 2030)
2029 Culvert Cleaning 8" - 24" 100 FT
2030 Culvert Cleaning 25" - 36" 100 FT
2031 Sand 250 TN
2032 Base Rock (Type I Aggregate) 250 TN
2033 3-Inch Box Rock 200 TN
2034 Type 2 Rock Ditch Liner 200 TN _______________ __________
Horizontal Road Boring (Items 2034 - 2036) 2035 2-Inch 100 FT
2036 3-Inch 100 FT
2037 4-Inch 100 FT
Water Line Tap (Items 2037 - 2039)
2038 3/4-Inch Complete 3 EA
2039 2-Inch complete 3 EA
2040 3/4" Saddle Tap ONLY 3 EA
Sewer Line Tap (Items 2040 - 2042) 2041 Sewer Line Tap 2' - 5' 5 EA
2042 Sewer Line Tap 5.1' - 10' 4 EA
2043 Sewer Line Tap 10.1' - 15' 2 EA
2044 Hydrant/Stop and Drain Valve Assembly 5 EA
Manhole (Items 2044 - 2045)
2045 Manhole 1' - 4' 10 FT
2046 Manhole 4.1' -
Gravity Sewer (Items 2046 - 2054)
2047 4" Gravity Sewer Less than 4' 200 FT
2048 4" Gravity Sewer 4.1' - 10' 100 FT
2049 4" Gravity Sewer 10.1' - 15' 50 FT
2050 6" Gravity Sewer Less than 4' 200 FT
2051 6" Gravity Sewer 4.1' - 10' 300 FT
2052 6" Gravity Sewer 10.1' - 15' 100 FT
2053 8" Gravity Sewer Less than 4' 200 FT
2054 8" Gravity Sewer 4.1' - 10' 200 FT
2055 8" Gravity Sewer 10.1' - 15' 100 FT
2056 Waterline Installation 500 FT
2057 Pressure Sewer Installation 300 FT
Roofing (Items 2057 - 2059)
2058 Asphalt or Fiberglass Shingle Roof 15 SQ Removal and Installation
2059 Wood Shake Shingle Removal and 15 SQ
2060 Ridge Cap Installation 120 FT
Concrete Slab (Items 2060 - 2061) 2061 4-Inch 300 SF
2062 6-Inch 300 SF
2063 Concrete Sidewalk 500 SF
2064 Concrete Stairs 150 SF
2065 Aluminum Handrail 50 FT
2066 Joint and Crack Sealing 750 FT
2067 Caulking Compound 250 FT
2068 Sealing Compound 150 FT
EXTERIOR PAINTING (Items 2068 - 2076)
2069 Wood-Stain-Oil 10 SQ
2070 Wood - Preservative 5 SQ
2071 Wood - Paint-Alkyd Industrial Enamel 10 SQ
2072 Masonry Block - Paint-Alkyd Industrial Enamel 10 SQ
2073 Masonry Block - Sealer 2 SQ
2074 Concrete -
2075 Concrete -
2076 Metal (Ferrous) - Paint-Alkyd Industrial Enamel 2 SQ
2077 Metal (Non-Ferrous) - Paint-Alkyd Industrial
INTERIOR PAINTING (Items 2077 - 2091)
2078 Wood-Stain-Oil 2 SQ
2079 Wood - Epoxy - Anti-graffiti 5 SQ
2080 Wood - Paint-Alkyd Industrial Enamel 2 SQ
2081 Masonry Block - Paint - Acrylic 2 SQ
2082 Masonry Block and Concrete Floor - Epoxy - Anti-
2083 Masonry Block - Sealer 2 SQ
2084 Masonry Block - Paint-Alkyd Industrial Enamel 5 SQ
2085 Concrete -
2086 Drywall - Paint-Latex 2 SQ
2087 Metal (Ferrous) - Paint-Alkyd 2 SQ
2088 Metal (Non-Ferrous) - Paint-Acrylic 5 SQ
2089 Metal (Non-Ferrous) - Paint-Alkyd 5 SQ
2090 Metal (Non-Ferrous) - Paint-Epoxy 2 SQ
2091 Epoxy - Skid-Resistant Floor 2800 SF
2092 Epoxy-Skid-Resistant Floor - Patch 20 SF
Total Option 2 $______________________
GRAND TOTAL - BASE YEAR AND OPTION YEARS
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job
FACILITY MAINTENANCE, REC;
FFP
--- PROJECT NO.: 107134
THIS IS A THREE (3) YEAR CONTRACT. PLEASE PROVIDE TOTAL COST
FOR THREE YEARS.
FOB: Destination
MILSTRIP: W81C8X72848749
PURCHASE REQUEST NUMBER: W81C8X72848749
NET AMT
DELIVERY INFORMATION
CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /
CAGE
0001 POP 30-APR-2018 TO
31-MAR-2023
N/A CONTRACTING DIVISION
CONTRACTING DIVISION
US ARMY ENGR DIST ST LOUIS
1222 SPRUCE STREET, RM 4.207
ST LOUIS MO 63103-2833
FOB: Destination
966402
SCR-S-102
Enclosure 1
(S-102) CONTRACTOR SUPPLY and USE OF ELECTRONIC SOFTWARE FOR PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April2011)
The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE WITH DAVIS-BACON
AND RELATED ACT REGULATIONS.
If the contractor elects to use an electronic Davis-Bacon payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and related Act regulations. When the contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.
The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://www.rmssupport.com/guides.aspx) for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce contractor-certified electronic versions of weekly payroll data; ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system shall be provided to the Government during contract closeout.
All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this contract.
CLAUSES INCORPORATED BY REFERENCE
52.204-13 System for Award Management Maintenance OCT 2016 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.215-1 Instructions to Offerors--Competitive Acquisition JAN 2017 52.236-28 Preparation of Proposals--Construction OCT 1997 252.225-7031 Secondary Arab Boycott Of Israel JUN 2005 252.247-7022 Representation Of Extent Of Transportation Of Supplies By
Sea
AUG 1992
CLAUSES INCORPORATED BY FULL TEXT
52.216-1 TYPE OF CONTRACT (APR 1984)
The Government contemplates award of a firm-fixed price contract resulting from this solicitation.
(End of provision)
52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)
(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.
(b) An organized site visit has been scheduled for--
MARCH 8, 2018 AT 9:30 A.M.
(c) Participants will meet at--
US ARMY CORPS OF ENGINEERS – MARK TWAIN LAKE PROJECT OFFICE
20642 HIGHWAY J
MONROE CITY, MISSOURI 63456
52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)
This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):
http://farsite.hill.af.mil
52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)
This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):
http://farsite.hill.af.mil
(End of clause)
252.204-7004 ALTERNATE A, SYSTEM FOR AWARD MANAGEMENT (FEB 2014)
(a) Definitions. As used in this provision—
“System for Award Management (SAM) database” means the primary Government repository for contractor information required for the conduct of business with the Government.
“Commercial and Government Entity (CAGE) code” means—
(1) A code assigned by the Defense Logistics Information Service (DLIS) to identify a commercial or Government entity; or
(2) A code assigned by a member of the North Atlantic Treaty Organization that DLIS records and maintains in the CAGE master file. This type of code is known as an “NCAGE code.”
“Data Universal Numbering System (DUNS) number” means the 9-digit number assigned by Dun and Bradstreet, Inc. (D&B) to identify unique business entities.
“Data Universal Numbering System +4 (DUNS+4) number” means the DUNS number assigned by D&B plus a 4-character suffix that may be assigned by a business concern. (D&B has no affiliation with this 4-character suffix.) This 4-character suffix may be assigned at the discretion of the business concern to establish additional SAM records for identifying alternative Electronic Funds Transfer (EFT) accounts (see FAR 32.11) for the same parent concern.
“Registered in the System for Award Management (SAM) database” means that—
(1) The contractor has entered all mandatory information, including the DUNS number or the DUNS+4 number, and Contractor and Government Entity (CAGE) code into the SAM database; and
(2) The contractor has completed the Core Data, Assertions, Representations and Certifications, and Points of Contact sections of the registration in the SAM database;
(3) The Government has validated all mandatory data fields, to include validation of the Taxpayer Identification Number (TIN) with the Internal Revenue Service (IRS). The Contractor will be required to provide consent for TIN validation to the Government as part of the SAM registration process; and
(4) The Government has marked the record “Active.”
(b) (1) By submission of an offer, the offeror acknowledges the requirement that a prospective awardee shall be registered in the SAM database prior to award, during performance, and through final payment of any contract, basic agreement, basic ordering agreement, or blanket purchasing agreement resulting from this solicitation.
(2) 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 or DUNS+4 number that identifies the offeror’s name and address exactly as stated in the offer. The DUNS number will be used by the Contracting Officer to verify that the offeror is registered in the SAM database.
(c) 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).
(d) If the Offeror does not become registered in the SAM database in the time prescribed by the Contracting Officer, the Contracting Officer will proceed to award to the next otherwise successful registered Offeror.
(e) Processing time, which normally takes 48 hours, should be taken into consideration when registering. Offerors who are not registered should consider applying for registration immediately upon receipt of this solicitation.
(f) Offerors may obtain information on registration at https://www.acquisition.gov.
(End of Provision)
Section 00 21 13 - Instructions to Bidders
PART I - PROPOSAL PREPARATION
PART I - PROPOSAL SUBMISSION INSTRUCTIONS, CONDITIONS, NOTICE TO OFFERORS
SECTION 00100
INSTRUCTIONS, CONDITIONS, AND NOTICES TO
OFFERORS
FULL AND OPEN LOWEST PRICED TECHNICALLY
ACCEPTABLE (LPTA)
1. GENERAL INFORMATION
This solicitation is for a firm-fixed price contract for Facilities Maintenance Services to include but not limited to Environmental Protection, Clearing and Grubbing, Site Grading, Drain Aggregate & Crushed Stone, Site Improvement & Appurtenances, Establishment of Turf, Trenching & Backfilling, Culvert Cleaning, Sewer & Water Line Installation, Roofing, Concrete, and Painting. Project location for this work is Mark Twain Lake, Monroe City, MO, 63456.
Oral explanations or instructions are not binding. Any information given to an offeror which impacts the solicitation and/or offer will be given in the form of a written amendment to the solicitation.
As this is a competitive negotiation acquisition, there is no public proposal opening and no information will be given out as to the number of offerors or the results of the competition until all awards are made.
2. REQUIRED REGISTRATIONS
Offerors must have and must maintain an active registration in the following databases:
System for Award Management (SAM): Offerors must have and must maintain an active registration in the SAM database at https://www.sam.gov/portal/public/SAM/ to be eligible for a Government contract award. If the offeror is a Joint Venture (JV), the JV entity must have valid SAM registration in the SAM database representing the JV as one business/firm/entity. If at the time of award an offeror is not actively and successfully registered in the SAM data base, the Government reserves the right to award to the next prospective offeror.
On-Line Representations and Certifications. Prospective Contractors shall complete electronic representations and certifications at https://www.sam.gov/portal/public/SAM/ in conjunction with required registration in the SAM.
3. DEFINITIONS
When the word ‘offeror’ is encountered throughout this Section 00100, it is intended to mean a company, teaming arrangement, or Joint Venture seeking to do business with the Government that submits a proposal in response to this solicitation.
A ‘proposal’ is documentation prepared by the offeror and submitted to the Government for evaluation purposes in response to this solicitation.
When the word ‘Government’ is encountered throughout this Section 00100, it is intended to mean the U.S. Army Corps of Engineers St. Louis District (MVS).
4. SUBMISSION OF INQUIRIES:
Proposals for this solicitation will be accepted until the date and time indicated on Standard Form 1442.
Prospective offerors should submit inquiries related to this solicitation only by e-mail to:
E-MAIL ADDRESS: lisa.white@usace.army.mil
Include the solicitation number, and project title with any questions/clarifications. Written questions must be received by this office not later than 10 calendar days prior to the date set for receipt of offers.
TELEPHONE INQUIRIES WILL NOT BE ACCEPTED.
5. DIRECTIONS FOR SUBMITTING PROPOSALS
Offers must be placed in envelopes/packages, sealed and marked and addressed as follows:
MARK PACKAGES:
Solicitation Number: W912P917R0018 Offer Closing Date: 03/30/17 Offer Closing Time: 11:00 am Local St. Louis time
ADDRESS PACKAGES TO:
U.S. Army Corps of Engineers (USACE) St. Louis District, CEMVS-CT-X Lisa White 1222 Spruce St – Room 4.207 St. Louis, MO 63103-2833
Additional Instructions Pertaining to Hand Carried Offers: Hand-carried offers must be delivered to 1222 Spruce St., Room 4.207, St. Louis, MO 63103-2833. Proposals must be properly marked package(s) and given to a member of the Contracting Division no later than the time specified above.
PROPOSALS SUBMITTED AFTER THE DATE AND TIME ESTABLISHED FOR
SUBMISSION OF PROPOSALS WILL NOT BE EVALUATED.
6. SITE VISIT
There is a site visit scheduled for 9:30 a.m. local time on MARCH 8, 2017 at the Mark Twain Lake Project Office, 20645 Highway J, Monroe City, MO 63456
7. ELECTRONIC OFFERS
Electronic proposals, and their applicable modifications or cancellations, will not be accepted. However, proposals may be withdrawn in writing by letter or e-mail. Any written notice to withdraw an offer sent to this office must be received in the office designated in the Request for Proposal (RFP) for receipt of offers not later than the exact date and time set for receipt of proposals.
8. PROPOSALS SHALL BE SUBMITTED IN THE FOLLOWING FORMAT:
Proposal Package Original Copies CD
1 3 1
FACTOR 1– Past Performance
Volume 1 shall also include the following:
• Letters of Commitment from Sub-Contractors (if applicable)
• Teaming Arrangements (if applicable)
• Joint Venture Agreements (if applicable)
FACTOR 2 – FACTOR 2: TECHNICAL CAPABILITIES
A) WORK PLAN:
The Government will evaluate an offeror’s planned approach for providing sufficient technical resources (labor, equipment and materials) that would be commensurate with the successful accomplishment of the project as specified. For the general facility maintenance tasks within this solicitation, the offeror shall submit separate work plans for providing appropriate resources for the required services and support in a quality and safe manner that meets the required task duration. These general facility maintenance tasks shall be broken in the following groups (numbers represent tasks within the Bid Sheet):
(0001-0003) (0004-0006, 0021-0022) (0007-0014, 0020, 0044) (0023-0028) (0029-0030) (0031-0034) (0035-0037) (0038-0040, 0041-0043) (0045-0046) (0047-0057) (0058-0060) (0061-0065) (0066-0068) (0069-0092) (0093)
Offerors must demonstrate the following minimum acceptability standards to receive an “ACCEPTABLE” rating for this factor:
The offeror must submit a work plan for each group that demonstrates an adequate understanding of the task scope and demonstrates an approach for providing adequate and safe technical resources for the project requirements.
B) PERSONNEL
Offeror shall submit appropriate information for the following categories of personnel:
1. Project Manager requirements summary:
Must have a minimum of five years experience within related disciplines in accordance with the Statement of Work, including project organization, coordination, supervision and administrative functions.
2. Foreman requirements summary:
Must have a minimum of three years experience within related disciplines in accordance with the Statement of Work, including workplace safety, employee supervision, work coordination, excavating, concrete, carpentry and painting.
3. Laborer requirements summary:
Must have a minimum of one year experience within related disciplines in accordance with the Statement of Work, including workplace safety.
Offerors must demonstrate the following minimum acceptability standards to receive an “ACCEPTABLE” rating for this factor:
The offeror must submit a personnel sheet for each position that indicates length of experience and related skills as designated in the personnel requirements summary.
The Government will evaluate the information submitted to determine if it meets the minimal technical requirements for this factor. To be rated as acceptable, offeror must met all minimum performance requirements of this proposal. Failure to demonstrate the minimally acceptability standards under this factor may result in an “UNACCEPTABLE” rating and elimination from further consideration for contract award.
VOLUME 2 – Price Proposal and Administrative Submission
Volume 2 shall also include the following:
Original Copies CD
1 0 1
• Signed Standard Form 1442 and all Amendments, signed and dated
• Section 00010 Bid Schedule
• SAM Representations and Certification
• Offeror’s e-mail address and cell phone number
• Name, Address, DUNS, CAGE Code, and TAX Identification Numbers of the
Contractor submitting the proposal
The Government will not make assumptions concerning intent, capabilities, or experience. Clear identification of proposal details shall be the sole responsibility of the offeror. The Government may reject incomplete proposals after initial evaluation without further consideration. Complete proposals shall meet the basic requirements identified in the RFP.
9. PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS
a. REQUIREMENT FOR SEPARATE T ECHNICAL AND PRICE PROPOSALS.
DO NOT MIX CONTENTS OF VOLUME 1 (Technical) AND VOLUME 2 (Price) IN THE
SAME BINDER.
(1) Each Offeror must submit a Technical Proposal and a Price Proposal. The Technical Proposal and the Price Proposal must be submitted as separate volumes. Both the Technical and Price Proposal shall be paginated (contain consecutive page numbers on each page).
The outside cover of each separate volume (Vol 1 – Technical; Vol 2 – Price) must be clearly marked to indicate its contents and the identity of the Offeror. Additionally, identify the “original” Technical proposal and the “original” cost/price proposal on the outside cover.
(3) Both the Technical Proposal and the Price Proposal must be received by the closing date and time set for receipt of proposals.
(4) Pricing Schedule, Vol 2, shall be completed in full.
(5) Do not include any dollar amounts in the Technical Proposal that are taken from the Price Proposal.
(6) All information intended to be evaluated as part of the Technical Proposal must be submitted within the Technical Proposal. Do not cross-reference material in the Price Proposal, or vice versa. Also, do not include links to websites in your proposal. Technical Proposals will not be provided to the price team and Price Proposals will not be provided to the technical team. Therefore, information submitted in the wrong volume could lead to the proposal being determined “unacceptable” if materially incomplete in any aspect.
(7) Do not attempt to modify the terms and conditions of the solicitation in either the technical or price proposal or add conditions or qualifications to your offer. Should the offeror include terms and conditions that conflict with the terms and conditions of the Solicitation, the offer may be determined "unacceptable" and thus ineligible for award. Any questions related to specific terms and conditions contained within the Solicitation should be resolved prior to submission of the offer.
Notwithstanding the above, the offeror must clearly describe on the Proposal Cover Sheet submitted with the Price Proposal any modifications to the contractual and/or technical terms and conditions of the solicitation contained in the Offer.
(8) Failure to submit required documents or failure to properly complete documents may result in rejection of the offer without further evaluation. Therefore, offerors are urged to follow instructions carefully and to speak with the Contracting Officer if the offeror does not understand any part of the Solicitation.
b. DISCUSSIONS.
The Government intends to evaluate proposals and award a contract without discussions with offerors.
Therefore, the offeror’s initial proposal should contain the offeror’s best terms from a cost or price and technical standpoint. The Government reserves the right to conduct discussions if the Contracting Officer later determines them to be necessary
c. GENERAL INST RUCT IONS.
(1) Submit only the documents specifically required in this section. Do not submit excess information; do not include audio-visual materials, electronic media, etc.
(2) Use only 8 ½ by 11 inch paper or A4 paper for hard copy submissions, unless another paper size is specifically authorized elsewhere in this section for a particular submission. Do not use fold-outs (e.g., 11” x 14” or 11” x 17” sheets). Do not use a font size smaller than 10, an unusual font style such as script, or condensed print for any submission. All page margins must be at least one inch wide, but may include headers and footers. All pages must be numbered.
(3) The preferred method for assembling your proposal is to use three-ring binders; however, the use of pressboard or other report covers with compression or other type fasteners is acceptable. Do not use spring clamps or exceed the recommended capacity of the fastener or binder. Do not use plastic multi-hole/spiral binding systems, heat binding systems, or other systems which do not facilitate the ready insertion of additional pages. Do not include loose papers.
(4) References to “Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation as specified herein can be provided to the Government as part of the offeror’s technical proposal. Offerors that include in their proposals information they do not want disclosed to the public for any purpose, or used by the Government except for evaluation purposes, must clearly mark their proposals in accordance with the instructions at FAR 52.215-1, “Instructions to Offerors— Competitive Acquisition,” paragraph (e), “Restriction on disclosure and use of data.”
(5) In the case of an offeror that is part of a large, multi-segmented business concern, provide information directly pertaining to the specific segment of the business concern (i.e., the division, group, unit, etc.) that will perform work under the prospective contract.
(6) For submissions with page limitations, the pages will be counted as follows: One side of the paper is one page; information on both the back and front of one sheet of paper will be counted as two pages. Pages furnished for organizational purposes only, such as a “Table of Contents” or divider tabs, are not included in the page limitation.
10. INSTRUCTIONS FOR SUBMISSION OF JOINT VENTURE AGREEMENTS
a. A Joint Venture offeror must submit with its technical proposal a copy of the joint venture agreement upon which the Joint Venture organization has been formed. The joint venture agreement must indicate that the joint venture is in existence as of the date and time that proposals are due to be submitted; or, alternatively, that the joint venture will automatically take legal effect immediately upon notification to the joint venture of contract award.
b. The joint venture agreement must be signed by a representative of each joint venture partner who has the requisite authority to bind the partner to the agreement, with the chief executive of each entity identified.
c. To be acceptable to the Government, the joint venture agreement must clearly state within its terms that each member of the joint venture is jointly and severally liable for all of the obligations of the joint venture itself with respect to completion of all work and services under the contract expected to result from the Solicitation.
d. The terms of the joint venture must detail, in terms of percentages, where appropriate, the relationship of the joint venture parties in terms of business ownership, capital contribution, and profit distribution or loss sharing.
e. Additionally, the joint venture agreement must specify who among the joint venture partners is authorized to sign the Solicitation, acknowledge the amendments to the Solicitation, if any, and bind the entire joint venture to its obligations under any contract which may result from the Solicitation.
11. SUB-CONTRACTOR CONTRACTORS
a. If an offeror wishes to receive credit for the experience or past performance of a Sub-Contractor, including a firm that is a proposed Sub-Contractor to the prime Contractor or a joint venture partner, the offeror must submit a letter of commitment to subcontract under the proposed project, signed both by the Sub-Contractor and the offeror.
b. For purposes of this Solicitation, such a Sub-Contractor shall be considered to be a “qualified Sub- Contractor.”
c. The commitment letter must be submitted even if the Sub-Contractor is in some way affiliated with a joint venture partner (for example, the Sub-Contractor is a subsidiary of a joint venture partner, or a subsidiary of a firm to which the joint venture partner is also a subsidiary).
12. TEAMING ARRANGEMENT
If a contractor wishes to receive credit for the experience or past-performance from a teaming arrangement with another small business, provide the complete information on the arrangement, to include any relevant and recent past/present performance information on previous teaming arrangements with same partner.
13. SPECIFIC INSTRUCTIONS FOR VOLUME 1 – TECHNICAL PROPOSAL
(1) Number of Sets of the T echnical Proposal. Submit an ORIGINAL and Three (3) additional sets of the Technical Proposal, with each set in a separate binder along with a CD containing the entire Technical and Price Proposal.
(2) Format and Contents of the T echnical Proposal and List of Tabs. The original and all copies of the technical proposal will be appropriately labeled as such. Each technical proposal shall be organized using the tabs specified in the following chart. Note: The main tabs directly correlate to the evaluation factors identified in Section 00100 of the RFP.
TAB
CONTENTS OF THE TECHNICAL
PROPOSAL
PAGE
LIMITS
TAB 1
Factor 1
PAST PERFORMANCE
TAB 2
Factor 2
TECHNICAL APPROACH
Subfactor a – Work Plan Subfactor b – Personnel
Pages submitted which exceed limitations listed above will not be evaluated. Tables of content, proposal cover letters, and tabs between proposal information do not count toward any page limitations in the proposal.
14. SPECIFIC INSTRUCTIONS FOR VOLUME 2 – PRICE PROPOSAL
(1) Number of Sets of the Price Proposal. Submit an ORIGINAL set of the Price Proposal in a binder.
Also furnish price proposal on CD.
(2) Size Restrictions and Page Limits. Use only 8 ½” x 11” or A4 pages. There are no page limits set for the price proposal. However, please provide only the information required by this solicitation. Excess information will not be considered in the Government’s evaluation.
(3) Format and Contents of the Price Proposal and List of T abs. The Price Proposal shall be appropriately labeled and shall be organized and tabbed as indicated in the following chart.
CONTENTS OF THE PRICE PROPOSAL
TAB 1
The Proposal Cover Sheet, to include the offeror’s e-mail address, cell phone number, Name, Address, DUNS, CAGE Code and Tax Identification Numbers
TAB 2
Signed Standard Form 1442 and all Amendments (signed and dated)
TAB 3
Section 00010, Bidding Schedule
TAB 4
SAM Representations, Certifications, and Other Statements of the Offeror
(4) Detailed Sub mission Instructions for the Price Proposal
TAB 1: The proposal cover sheet is required by FAR 52.215-1(2) (c) (i)-(v) and must be submitted by all offerors. This provision, titled “Instructions to Offerors—Competitive Acquisition,” and the format for the proposal cover sheet are furnished at the end of this section.
TAB 2: The SF 1442, Solicitation, Offer, and Award is to be completed by the offeror and duly executed with an original signature by an official authorized to bind the offeror in accordance with FAR
4.102. Any and all amendments must be acknowledged by the offeror in accordance with the instructions on the Standard Form 30, Amendment of Solicitation.
TAB 3: Section 00010 is to be completed in its entirety by the offeror.
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