FA4661-17-R-0001.pdf

- This requirement is being solicited as a Competitive HUBZone Set-Aside and w ill result in a Firm Fixed Price Contract.

- The designated NAICS code is 237310, Highw ay, Street, and Bridge Construction, Size Standard: $36.5M

- Magnitude of construction w ill be determined at the task order level.

- Sections K, L, and M w ill be physically removed from any resultant aw ard, but w ill be deemed incorporated by reference in the aw ard.

- A site visit shall be scheduled on 11 April 2017 at 1:00 PM (CST). Only one Site visit w ill be conducted. All interested parties must fill out the site visit registration form attached to this document and email to stephen.aguerocheek@us.af.mil AND merry.sargentgreen@us.af.mil no later than 5 April 2017 at 07:30 AM (CST). - Please arrive at least 30 minutes prior to Site Visit.

- All questions w ill be due by 14 April 2017.

- ELECTRONIC RFPs are required; RFPs printed or on CDs may be MAILED or HANDCARRIED to ATTN: A1C Stephen A. Aguero-Cheek/Mrs.

Merry Sargent-Green, 7 CONS/LGCA, 381 Third St. Bldg 7238, Dyess AFB, TX 79607. Please ensure w e receive your RFP no later than the date/time in block 13A of this document. All prices should be valid through 28 Oct 2017.

- All inspection and acceptance w ill be done by the Government

STEPHEN A. AGUERO-CHEEK (325) 696-2246

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

31-Mar-2017

(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 ________ calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________

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 ______________01 May 2017 (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 _______180 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

7 CONS LGC - FA4661

381 THIRD ST

DYESS AFB TX 79607-1581

FA4661

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

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

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

FAX:TEL: 325 696 2285 TEL: FAX:

FA4661-17-R-0001 585

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

FA4661-17-R-0001

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE ESTIMATED AMOUNT

0001 80 Hours

DOWNTIME:

FFP

Delays in excess of one hour at a given period, caused by the government through no fault of the contractor. refer to specifictions section 00 01 02 "general", para. 3.1 "downtime" for more details.

FOB: Destination

SIGNAL CODE: A

ESTIMATED

NET AMT

UNIT UNIT PRICE ESTIMATED AMOUNT

0002 2 Each

RUNWAY:

FFP

Provide 25-feet by 25-feet pcc, 23-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 1 to 5 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

0003 10 Each

RUNWAY:

FFP

Provide 25-feet by 25-feet pcc, 23-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 6 to 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

0004 25 Each

RUNWAY:

FFP

Provide 25-feet by 25-feet pcc, 23-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of over 15 slabs

UNIT UNIT PRICE ESTIMATED AMOUNT

0005 2 Each

TAXIWAY A, B, F & RAMP:

FFP

Provide 25-feet by 25-feet pcc, 19-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 1 to 5 slabs

UNIT UNIT PRICE ESTIMATED AMOUNT

0006 10 Each

TAXIWAY A, B, F & RAMP:

FFP

Provide 25-feet by 25-feet Pcc, 19-inches thick replacement slabs per the Specifications and drawing sheets "G4" and "C1". Delivery order quantity of 6 to 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

0007 25 Each

TAXIWAY A, B, F & RAMP:

FFP

Provide 25-feet by 25-feet Pcc, 19-inches thick replacement slabs per the Specifications and drawing sheets "G4" and "C1". Delivery order quantity of over 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

0008 2 Each

TAXIWAY C, D & E:

FFP

Provide18.75-feet by 18.75-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 1 to 5 slabs

UNIT UNIT PRICE ESTIMATED AMOUNT

0009 10 Each

TAXIWAY C, D & E:

FFP

Provide18.75-feet by 18.75-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 6 to 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

0010 25 Each

TAXIWAY C, D & E:

FFP

Provide18.75-feet by 18.75-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of over 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

0011 2 Each

HANGAR ACCESS RAMP:

FFP

Provide 25-feet by 25-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 1 to 5 slabs

UNIT UNIT PRICE ESTIMATED AMOUNT

0012 10 Each

HANGAR ACCESS RAMP:

FFP

Provide 25-feet by 25-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 6 to 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

0013 25 Each

HANGAR ACCESS RAMP:

FFP

Provide 25-feet by 25-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of over 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

0014 50 Square Yard

STREET CONCRETE PAVEMENT:

FFP

Section Replacement: Replace Conc Pavement Section < 0.1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0015 200 Square

Section Replacement: Replace Conc Pavement Section 0.1-1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0016 1,200 Square

Section Replacement: Replace Conc Pavement Section > 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0017 1,000 Square

Section Replacement: Fast Track Concrete Substitute. Add < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0018 2,000 Square

Section Replacement: Fast track concrete substitude. Add 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0019 6,000 Square

Section Replacement: Fast track concrete substitude. Add >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0020 200 Square Foot

CONCRETE SPALL REPAIRS:

Provide spall repairs on pcc pavements per the specificationss and drawing sheet "C1". Delivery order quantity of under 500 square feet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0021 600 Square

Provide spall repairs on pcc pavements per the specificationss and drawing sheet "C1". Delivery order quantity of 500 to 1,000 square feet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0022 1,200 Square

Provide spall repairs on pcc pavements per the specificationss and drawing sheet "C1". Delivery order quantity of over 1,000 square feet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0023 200 Square

APU SLABS REPAIR:

Provide apu slab repairs on pcc pavement per the specifications and drawing sheet "C2". Delivery order quantity of under 500 sf

UNIT UNIT PRICE ESTIMATED AMOUNT

0024 1,000 Square

APU SLABS REPAIR:

Provide apu slab repairs on pcc pavement per the specifications and drawing sheet "c2". Delivery order quantity of over 500 sf

UNIT UNIT PRICE ESTIMATED AMOUNT

0025 2 Each

MOORINGS/STATIC GROUND:

FFP

Existing Concrete Slab: Provide moorings/static ground per specification section 32-01-29-69 and drawing sheet "C3". Qty 1-5 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

0026 6 Each

MOORINGS/STATIC GROUND:

FFP

Existing Concrete Slab: Provide moorings/static ground per specification section 32-01-29-69 and drawing sheet "C3". Qty 6 - 10 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

0027 15 Each

MOORINGS/STATIC GROUND:

FFP

Existing Concrete Slab: Provide moorings/static ground per specification section 32-01-29-69 and drawing sheet "C3". Qty >10 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

0028 2 Each

MOORINGS/STATIC GROUND:

FFP

New Concrete Slab: Provide moorings/static ground per specification section 32- 01-29-69 and drawing sheet "C3". Qty 1-5 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

0029 6 Each

MOORINGS/STATIC GROUND:

FFP

New Concrete Slab: Provide moorings/static ground per specification section 32- 01-29-69 and drawing sheet "C3". Qty 6-10 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

0030 15 Each

MOORINGS/STATIC GROUND:

FFP

New Concrete Slab: Provide moorings/static ground per specification section 32- 01-29-69 and drawing sheet "C3". Qty >10 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

0031 50 Linear

PCC CURB AND GUTTER:

Existing: Replace exist curb and gutter. Qty <0.1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0032 200 Linear

Existing: Replace exist curb and gutter. Qty 0.1-1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0033 1,100 Linear

Existing: Replace exist curb and gutter. Qty >1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0034 50 Linear

Non-Existing: Provide conc curb and gutter. Qty 0.1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0035 200 Linear

Non-Existing: Provide conc curb and gutter. Qty 0.1-1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0036 1,100 Linear

Non-Existing: Provide conc curb and gutter. Qty >1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0037 50 Square

PROVIDE PCC DRAINAGE SWALES:

Provide concrete drainage swale. Qty <0.1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0038 200 Square

Provide concrete drainage swale. Qty 0.1-1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0039 1,100 Square

Provide concrete drainage swale. Qty >1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0040 50 Square

PROVIDE PCC SIDEWALKS:

Existing: Replace exist concrete sidewalk. Qty <0.1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0041 200 Square

Existing: Replace exist concrete sidewalk. Qty 0.1-1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0042 1,100 Square

Existing: Replace exist concrete sidewalk. Qty >1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0043 50 Square

Non-Existing: Provide concrete sidewalk. Qty <0.1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0044 200 Square

Non-Existing: Provide concrete sidewalk. Qty 0.1-1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0045 1,100 Square

Non-Existing: Provide concrete sidewalk. Qty >1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0046 4 Cubic

CAST-IN-PLACE CONCRETE:

Provide cast-in-place concrete. Qty <5 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0047 7 Cubic

Provide cast-in-place concrete. Qty 5-10 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0048 12 Cubic

Provide cast-in-place concrete. Qty > 10 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0049 200 Square

AIRCRAFT ASPHALT PAVEMENT:

Section Replacement: Provide “aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity under 1,000 sy

UNIT UNIT PRICE ESTIMATED AMOUNT

0050 1,200 Square

Section Replacement: Provide “aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity of 1,000 to 5,000

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0051 5,100 Square

Section Replacement: Provide “aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity over 5,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0052 200 Square

NON-AIRCRAFT ASPHALT PAVEMENT:

Section Replacement: Provide “Non-aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity under 1,000

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0053 1,200 Square

Section Replacement: Provide “Non-aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity of 1,000 to

5,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0054 5,100 Square

Section Replacement: Provide “Non-aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity of over 5,000

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0055 200 Square

STREET ASPHALT PAVEMENT:

Section replacement: Replace asph pavement section 2" < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0056 1,200 Square

Section replacement: Replace asph pavement section 2" 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0057 5,100 Square

Section replacement: Replace asph pavement section 2" > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0058 200 Square

Section replacement: Replace asph pavement section 3" < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0059 1,200 Square

Section replacement: Replace asph pavement section 3" 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0060 5,100 Square

Section replacement: Replace asph pavement section 3" > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0061 200 Square

Section replacement: Replace asphalt section 75 blow 3" < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0062 1,200 Square

Section replacement: Replace asphalt section 75 blow 3" 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0063 5,100 Square

Section replacement: Replace asphalt section 75 blow 3" > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0064 200 Square

Section replacement: Asphalt Stabilized Base Substitude. Add < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0065 1,200 Square

Section replacement: Asphalt Stabilized Base Substitude. Add 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0066 5,100 Square

Section replacement: Asphalt Stabilized Base Substitude. Add >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0067 200 Square

MILLING OF EXISTING ASPHALT SURFACES:

Provide milling of existing asphalt surfaces to a depth of 1 inch. Quantity < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0068 1,200 Square

Provide milling of existing asphalt surfaces to a depth of 1 inch. Quantity 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0069 5,100 Square

Provide milling of existing asphalt surfaces to a depth of 1 inch. Quantity > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0070 200 Square

Provide milling of existing asphalt surfaces to a depth 1.5". Qty <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0071 1,200 Square

Provide milling of existing asphalt surfaces to a depth 1.5". Qty 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0072 5,100 Square

Provide milling of existing asphalt surfaces to a depth 1.5". Qty >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0073 200 Square

Provide milling of existing asphalt surfaces to a depth of 2 inches. Qty < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0074 1,200 Square

Provide milling of existing asphalt surfaces to a depth of 2 inches. Qty 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0075 5,100 Square

Provide milling of existing asphalt surfaces to a depth of 2 inches. Qty > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0076 200 Square

Provide milling of existing asphalt surfaces to a depth 3". Qty <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0077 1,200 Square

Provide milling of existing asphalt surfaces to a depth 3". Qty 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0078 5,100 Square

Provide milling of existing asphalt surfaces to a depth 3". Qty >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0079 200 Square

Provide milling of existing asphalt surfaces to a depth of 4 inches. Qty <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0080 1,200 Square

Provide milling of existing asphalt surfaces to a depth of 4 inches. Quantity 1-5K

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0081 5,100 Square

Provide milling of existing asphalt surfaces to a depth of 4 inches. Quantity > 5K

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0082 200 Square

AIRCRAFT ASPHALT OVERLAY 2":

Marshall 75 blows: Provide asphalt overlay 2" <1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0083 1,200 Square

Marshall 75 blows: Provide asphalt overlay 2" 1,000-5,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0084 5,100 Square

Marshall 75 blows: Provide asphalt overlay 2" >5,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0085 200 Square

ASPHALT OVERLAY 1":

Provide asphalt overlay 1" <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0086 1,200 Square

Provide asphalt overlay 1" 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0087 5,100 Square

Provide asphalt overlay 1" >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0088 200 Square

ASPHALT OVERLAY 1.5":

Provide asphalt overlay 1.5" <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0089 1,200 Square

Provide asphalt overlay 1.5" 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0090 5,100 Square

Provide asphalt overlay 1.5" >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0091 200 Square

ASPHALT OVERLAY 2":

Provide asphalt overlay 2" <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0092 1,200 Square

Provide asphalt overlay 2" 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0093 5,100 Square

Provide asphalt overlay 2" >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0094 200 Square

SEAL COAT:

Provide a seal coat <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0095 1,200 Square

Provide a seal coat 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0096 5,100 Square

Provide a seal coat >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0097 200 Square

SURFACE PREPARATION AND PRIME COAT:

Provide surface preparation and prime coat < 500 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0098 550 Square

Provide surface preparation and prime coat 500- 1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0099 1,100 Square

Provide surface preparation and prime coat > 1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0100 200 Square

TACK COAT:

Provide tack coat < 500 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0101 550 Square

Provide tack coat 500-1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0102 1,100 Square

Provide tack coat > 1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0103 400 Linear

CRACK REPAIR ON PCC PAVEMENT:

Provide crack repairs on PCC pavements per the specifications and drawings.

Delivery order quantity of under 500 linear feet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0104 600 Linear

Provide crack repairs on PCC pavements per the specifications and drawings.

Delivery order quantity of 500 to 3,000 linear feet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0105 3,500 Linear

Provide crack repairs on PCC pavements per the specifications and drawings.

Delivery order quantity of over 3,000 linear feet.

UNIT UNIT PRICE ESTIMATED AMOUNT

0106 200 Linear

JOINT SEAL TO EXISTING CONTROL JOINTS:

Provide joint seal to existing control joints in PCC pavements per the specifications and drawings. Delivery order quantity of under 1,000 linear feet

UNIT UNIT PRICE ESTIMATED AMOUNT

0107 1,500 Linear

Provide joint seal to existing control joints in PCC pavements per the specifications and drawings. Delivery order quantity of 1,000 to 5,000 linear feet

UNIT UNIT PRICE ESTIMATED AMOUNT

0108 6,000 Linear

Provide joint seal to existing control joints in PCC pavements per the specifications and drawings. Delivery order quantity of over 5,000 linear feet

UNIT UNIT PRICE ESTIMATED AMOUNT

0109 500 Linear

PRE-FORMED COMPRESSION SEAL:

Provide joint/crack sealing < 1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0110 800 Linear

CLEANING & SEALING JOINTS & CRACKS:

Asphalt Concrete: Provide joint/crack sealing < 1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0111 2,000 Linear

Asphalt Concrete: Provide joint/crack sealing 1-5K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0112 6,000 Linear

Asphalt Concrete: Provide joint/crack sealing >5K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0113 800 Linear

Asphalt Concrete: Routing joint/crack < 1k LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0114 2,000 Linear

Asphalt Concrete: Routing joint/crack 1-5K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0115 6,000 Linear

Asphalt Concrete: Routing joint/crack >5K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0116 200 Square

GRINDING AND GROOVING OF RUNWAY:

Provide longitudinal grinding and transverse grooving of runway surfaces per the specifications. Delivery order quantity of under 1,000 square yards.

UNIT UNIT PRICE ESTIMATED AMOUNT

0117 1,500 Square

Provide longitudinal grinding and transverse grooving of runway surfaces per the specifications. Delivery order quantity of 1,000 to 5,000 square yards.

UNIT UNIT PRICE ESTIMATED AMOUNT

0118 5,500 Square

Provide longitudinal grinding and transverse grooving of runway surfaces per the specifications. Delivery order quantity of over 5,000 square yards.

UNIT UNIT PRICE ESTIMATED AMOUNT

0119 3 Cubic

DEMOLITION OF PCC FACILITIES:

Demolish concrete facilities < 5 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0120 10 Cubic

Demolish concrete facilities 5-50 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0121 60 Cubic

Demolish concrete facilities >50 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0122 200 Square

6" FLEXIBLE BASE LIFT:

Provide base material 6" lift < 500 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0123 700 Square

Provide base material 6" lift 500-1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0124 1,100 Square

Provide base material 6" lift >1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0125 100 Square

6" CEMENT STABILIZED BASE LIFT:

Provide 6" cement stabilized base lift section replacement per specification section 32 11 33. (unit price includes saw cutting, removal, dispose off of base of existing material; providing, mixing, placing, compacting, finishing, curing and testing the cement stabilized base) . Delivery quantities of <200 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0126 250 Square

Provide 6" cement stabilized base lift section replacement per specification section 32 11 33. (unit price includes saw cutting, removal, dispose off of base of existing material; providing, mixing, placing, compacting, finishing, curing and testing the cement stabilized base) . Delivery quantities of 200-500 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0127 700 Square

Provide 6" cement stabilized base lift section replacement per specification section 32 11 33. (unit price includes saw cutting, removal, dispose off of base of excavated material; providing, mixing, placing, compacting, finishing, curing and testing the cement stabilized base) . Delivery quantities of >500 Sy

UNIT UNIT PRICE ESTIMATED AMOUNT

0128 200 Square

4" ASPHALT STABILIZED BASE LIFT:

Asphalt stabilized base 4" lift < 500 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0129 700 Square

Asphalt stabilized base 4" lift 500-1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0130 1,100 Square

Asphalt stabilized base 4" lift >1,000 Sy

UNIT UNIT PRICE ESTIMATED AMOUNT

0131 200 Square

2" ASPHALT STABILIZED BASE LIFT:

Asphalt stabilized base 2" lift < 500 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0132 700 Square

Asphalt stabilized base 2" lift 500-1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0133 1,100 Square

Asphalt stabilized base 2" lift >1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0134 50 Cubic

EXCAVATION OF SOIL MATERIALS:

Excavation of soil material < 100 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0135 250 Cubic

Excavation of soil material 100-500 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0136 600 Cubic

Excavation of soil material >500 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0137 50 Cubic

SATISFACTORY MATERIAL FILL:

Provide satisfactory material < 100 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0138 250 Cubic

Provide satisfactory material 100-500 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0139 600 Cubic

Provide satisfactory material >500 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

0140 200 Square

PORTLAND CEMENT STABILIZED MATERIALS:

Cement stabilized material < 500 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0141 700 Square

Cement stabilized material 500-1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0142 1,200 Square

Cement stabilized material > 1,000 Sy

UNIT UNIT PRICE ESTIMATED AMOUNT

0143 200 Square

TOPSOIL, SEEDING & WATERING:

Provide topsoil/seeding < 500 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0144 600 Square

Provide topsoil/seeding 500-1,000 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0145 1,200 Square

Provide topsoil/seeding > 1,000 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0146 250 Square

PAVEMENT MARKINGS:

Provide pavement markings per the specifications. Delivery order quantity of under 250 square foot.

UNIT UNIT PRICE ESTIMATED AMOUNT

0147 500 Square

Provide pavement markings per the specifications. Delivery order quantity of 250 to 500 square foot.

UNIT UNIT PRICE ESTIMATED AMOUNT

0148 1,500 Square

Provide pavement markings per the specifications. Delivery order quantity of over 500 square foot.

UNIT UNIT PRICE ESTIMATED AMOUNT

0149 5 Square

PRE-FABRICATED PAVEMENT MARKINGS:

Provide pre-fabricated markings < 10 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0150 40 Square

Provide pre-fabricated markings 10-50 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0151 60 Square

Provide pre-fabricated markings > 50 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0152 250 Square

PAVEMENT MARKINGS REMOVAL:

Remove pavement markings per the specifications. Delivery order quantity of under 250 square foot.

UNIT UNIT PRICE ESTIMATED AMOUNT

0153 300 Square

Remove pavement markings per the specifications. Delivery order quantity of 250 to 500 square foot.

UNIT UNIT PRICE ESTIMATED AMOUNT

0154 1,000 Square

Remove pavement markings per the specifications. Delivery order quantity of over 500 square foot.

UNIT UNIT PRICE ESTIMATED AMOUNT

0155 500 Square

HIGH PRESSURE STEAM CLEANING:

Provide high pressure steam cleaning services at apu area in the B-1 parking area prior to joint sealant replacement. Quantities under 500 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0156 1,000 Square

Provide high pressure steam cleaning services at apu area in the B-1 parking area prior to joint sealant replacement. Quantities between 500 to 1,000 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0157 2,000 Square

Provide high pressure steam cleaning services at apu area in the B-1 parking area prior to joint sealant replacement. Quantities over 1,000 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

0158 900 Linear

SURVEYING:

Provide surveying < 1,000 LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0159 2,000 Linear

Provide surveying 1,000-3,000 LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0160 3,500 Linear

Provide surveying > 3,000 LF

UNIT UNIT PRICE ESTIMATED AMOUNT

0161 4 Each

MANHOLE RAISING AND LOWERING:

FFP

Raising/ lowering manholes < 5

UNIT UNIT PRICE ESTIMATED AMOUNT

0162 7 Each

MANHOLE RAISING AND LOWERING:

FFP

Raising/ lowering manholes 5 -10

UNIT UNIT PRICE ESTIMATED AMOUNT

0163 12 Each

MANHOLE RAISING AND LOWERING:

FFP

Raising/ lowering manholes > 10

UNIT UNIT PRICE ESTIMATED AMOUNT

0164 2 Each

STORM WATER SURFACE INLET AND PIPES:

FFP

Provide pre-cast concrete surface inlet including heavy duty cast iron (CI) grate and frame, pre-cast concrete box; including excavation, base material, backfill and compaction.

UNIT UNIT PRICE ESTIMATED AMOUNT

0165 150 Linear

STORM WATER SURFACE INLET AND PIPES:

Install class 3 reinforced concrete storm sewer pipe up to 18" diameter including trenching, bedding, backfill and compaction up to 6 feet deep (to top of pipe)

UNIT UNIT PRICE ESTIMATED AMOUNT

0166 150 Linear

Install class 3 reinforced concrete storm sewer pipe up to 24" diameter including trenching, bedding, backfill and compaction up to 5 feet deep (to top of pipe).

UNIT UNIT PRICE ESTIMATED AMOUNT

0167 150 Linear

Install 16 GA, hot dipped galvanized, corrugated steelstorm sewer/culvert pipe up to 18" diameter. Including trenching, bedding, backfill and compaction up to 5 feet deep (to top of pipe).

UNIT UNIT PRICE ESTIMATED AMOUNT

0168 150 Linear

Install 16 GA, hot dipped galvanized, corrugated steel storm sewer/culvert pipe up to 24" diameter . Including trenching, bedding, backfill and compaction up to 5 feet deep (to top of pipe).

UNIT UNIT PRICE ESTIMATED AMOUNT

0169 150 Linear

Install corrugated HDPE storm sewer/culvert pipe up to 18" diameter . Including trenching, bedding, backfill and compaction up to 5 feet deep (to top of pipe).

UNIT UNIT PRICE ESTIMATED AMOUNT

0170 150 Linear

Install corrugated HDPE storm sewer/culvert pipe up to 24" diameter . Including trenching, bedding, backfill and compaction up to 5 feet deep (to top of pipe).

UNIT UNIT PRICE ESTIMATED AMOUNT

0171 50 Square

Section replacement at main and tye gate and at high traffic intersections (weekend work): Replace conc pavement section < 0.1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0172 200 Square

Section replacement at main and tye gate and at high traffic intersections (weekend work): Replace conc pavement section 0.1-1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

0173 1,200 Square

Section replacement at main and tye gate and at high traffic intersections (weekend work): Replace conc pavement section > 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1001 80 Hours

OPTION DOWNTIME:

FFP

Delays in excess of one hour at a given period, caused by the government through no fault of the contractor. refer to specifictions section 00 01 02 "general", para. 3.1 "downtime" for more details.

UNIT UNIT PRICE ESTIMATED AMOUNT

1002 2 Each

OPTION RUNWAY:

FFP

Provide 25-feet by 25-feet pcc, 23-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 1 to 5 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

1003 10 Each

OPTION RUNWAY:

FFP

Provide 25-feet by 25-feet pcc, 23-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 6 to 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

1004 25 Each

OPTION RUNWAY:

FFP

Provide 25-feet by 25-feet pcc, 23-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of over 15 slabs

UNIT UNIT PRICE ESTIMATED AMOUNT

1005 2 Each

OPTION TAXIWAY A, B, F & RAMP:

FFP

Provide 25-feet by 25-feet pcc, 19-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 1 to 5 slabs

UNIT UNIT PRICE ESTIMATED AMOUNT

1006 10 Each

OPTION TAXIWAY A, B, F & RAMP:

FFP

Provide 25-feet by 25-feet Pcc, 19-inches thick replacement slabs per the Specifications and drawing sheets "G4" and "C1". Delivery order quantity of 6 to 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

1007 25 Each

OPTION TAXIWAY A, B, F & RAMP:

FFP

Provide 25-feet by 25-feet Pcc, 19-inches thick replacement slabs per the Specifications and drawing sheets "G4" and "C1". Delivery order quantity of over 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

1008 2 Each

OPTION TAXIWAY C, D & E:

FFP

Provide18.75-feet by 18.75-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 1 to 5 slabs

UNIT UNIT PRICE ESTIMATED AMOUNT

1009 10 Each

OPTION TAXIWAY C, D & E:

FFP

Provide18.75-feet by 18.75-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 6 to 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

1010 25 Each

OPTION TAXIWAY C, D & E:

FFP

Provide18.75-feet by 18.75-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of over 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

1011 2 Each

OPTION HANGAR ACCESS RAMP:

FFP

Provide 25-feet by 25-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 1 to 5 slabs

UNIT UNIT PRICE ESTIMATED AMOUNT

1012 10 Each

OPTION HANGAR ACCESS RAMP:

FFP

Provide 25-feet by 25-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of 6 to 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

1013 25 Each

OPTION HANGAR ACCESS RAMP:

FFP

Provide 25-feet by 25-feet pcc, 17-inches thick replacement slabs per the specifications and drawing sheets "G4" and "C1". Delivery order quantity of over 15 slabs.

UNIT UNIT PRICE ESTIMATED AMOUNT

1014 50 Square

OPTION STREET CONCRETE PAVEMENT:

Section Replacement: Replace Conc Pavement Section < 0.1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1015 200 Square

Section Replacement: Replace Conc Pavement Section 0.1-1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1016 1,200 Square

Section Replacement: Replace Conc Pavement Section > 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1017 1,000 Square

Section Replacement: Fast Track Concrete Substitude. Add < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1018 2,000 Square

Section Replacement: Fast track concrete substitude. Add 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1019 6,000 Square

Section Replacement: Fast track concrete substitude. Add >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1020 200 Square

OPTION CONCRETE SPALL REPAIRS:

Provide spall repairs on pcc pavements per the specificationss and drawing sheet "C1". Delivery order quantity of under 500 square feet.

UNIT UNIT PRICE ESTIMATED AMOUNT

1021 600 Square

Provide spall repairs on pcc pavements per the specificationss and drawing sheet "C1". Delivery order quantity of 500 to 1,000 square feet.

UNIT UNIT PRICE ESTIMATED AMOUNT

1022 1,200 Square

Provide spall repairs on pcc pavements per the specificationss and drawing sheet "C1". Delivery order quantity of over 1,000 square feet.

UNIT UNIT PRICE ESTIMATED AMOUNT

1023 200 Square

OPTION APU SLABS REPAIR:

Provide apu slab repairs on pcc pavement per the specifications and drawing sheet "C2". Delivery order quantity of under 500 sf

UNIT UNIT PRICE ESTIMATED AMOUNT

1024 1,000 Square

OPTION APU SLABS REPAIR:

Provide apu slab repairs on pcc pavement per the specifications and drawing sheet "c2". Delivery order quantity of over 500 SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1025 2 Each

OPTION MOORINGS/STATIC GROUND:

FFP

Existing Concrete Slab: Provide moorings/static ground per specification section 32-01-29-69 and drawing sheet "C3". Qty 1-6 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

1026 6 Each

OPTION MOORINGS/STATIC GROUND:

FFP

Existing Concrete Slab: Provide moorings/static ground per specification section 32-01-29-69 and drawing sheet "C3". Qty 6 - 30 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

1027 15 Each

OPTION MOORINGS/STATIC GROUND:

FFP

Existing Concrete Slab: Provide moorings/static ground per specification section 32-01-29-69 and drawing sheet "C3". Qty >30 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

1028 2 Each

OPTION MOORINGS/STATIC GROUND:

FFP

New Concrete Slab: Provide moorings/static ground per specification section 32- 01-29-69 and drawing sheet "C3". Qty 1-6 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

1029 6 Each

OPTION MOORINGS/STATIC GROUND:

FFP

New Concrete Slab: Provide moorings/static ground per specification section 32- 01-29-69 and drawing sheet "C3". Qty 6-30 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

1030 15 Each

OPTION MOORINGS/STATIC GROUND:

FFP

New Concrete Slab: Provide moorings/static ground per specification section 32- 01-29-69 and drawing sheet "C3". Qty >30 ea

UNIT UNIT PRICE ESTIMATED AMOUNT

1031 50 Linear

OPTION PCC CURB AND GUTTER:

Existing: Replace exist curb and gutter. Qty <0.1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

1032 200 Linear

Existing: Replace exist curb and gutter. Qty 0.1-1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

1033 1,100 Linear

Existing: Replace exist curb and gutter. Qty >1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

1034 50 Linear

Non-Existing: Provide conc curb and gutter. Qty 0.1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

1035 200 Linear

Non-Existing: Provide conc curb and gutter. Qty 0.1-1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

1036 1,100 Linear

Non-Existing: Provide conc curb and gutter. Qty >1K LF

UNIT UNIT PRICE ESTIMATED AMOUNT

1037 50 Square

OPTION PROVIDE PCC DRAINAGE SWALES:

Provide concrete drainage swale. Qty <0.1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1038 200 Square

Provide concrete drainage swale. Qty 0.1-1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1039 1,100 Square

Provide concrete drainage swale. Qty >1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1040 50 Square

OPTION PROVIDE PCC SIDEWALKS:

Existing: Replace exist concrete sidewalk. Qty <0.1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1041 200 Square

Existing: Replace exist concrete sidewalk. Qty 0.1-1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1042 1,100 Square

Existing: Replace exist concrete sidewalk. Qty >1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1043 50 Square

Non-Existing: Provide concrete sidewalk. Qty <0.1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1044 200 Square

Non-Existing: Provide concrete sidewalk. Qty 0.1-1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1045 1,100 Square

Non-Existing: Provide concrete sidewalk. Qty >1K SF

UNIT UNIT PRICE ESTIMATED AMOUNT

1046 4 Cubic

OPTION CAST-IN-PLACE CONCRETE:

Provide cast-in-place concrete. Qty <5 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

1047 7 Cubic

Provide cast-in-place concrete. Qty 5-10 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

1048 12 Cubic

Provide cast-in-place concrete. Qty > 10 CY

UNIT UNIT PRICE ESTIMATED AMOUNT

1049 200 Square

OPTION AIRCRAFT ASPHALT PAVEMENT:

Section Replacement: Provide “aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity under 1,000 sy

UNIT UNIT PRICE ESTIMATED AMOUNT

1050 1,200 Square

Section Replacement: Provide “aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity of 1,000 to 5,000

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1051 5,100 Square

Section Replacement: Provide “aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity over 5,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1052 200 Square

OPTION NON-AIRCRAFT ASPHALT PAVEMENT:

Section Replacement: Provide “Non-aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity under 1,000

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1053 1,200 Square

Section Replacement: Provide “Non-aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity of 1,000 to

5,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1054 5,100 Square

Section Replacement: Provide “Non-aircraft” hmac pavement section replacement per the specifications and rawing sheet "C1". Delivery order quantity of over 5,000

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1055 200 Square

OPTION STREET ASPHALT PAVEMENT:

Section replacement: Replace asph pavement section 2" < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1056 1,200 Square

Section replacement: Replace asph pavement section 2" 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1057 5,100 Square

Section replacement: Replace asph pavement section 2" > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1058 200 Square

Section replacement: Replace asph pavement section 3" < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1059 1,200 Square

Section replacement: Replace asph pavement section 3" 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1060 5,100 Square

Section replacement: Replace asph pavement section 3" > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1061 200 Square

Section replacement: Replace asphalt section 75 blow 3" < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1062 1,200 Square

Section replacement: Replace asphalt section 75 blow 3" 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1063 5,100 Square

Section replacement: Replace asphalt section 75 blow 3" > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1064 200 Square

Section replacement: Asphalt Stabilized Base Substitude. Add < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1065 1,200 Square

Section replacement: Asphalt Stabilized Base Substitude. Add 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1066 5,100 Square

Section replacement: Asphalt Stabilized Base Substitude. Add >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1067 200 Square

OPTION MILLING OF EXISTING ASPHALT SURFACES:

Provide milling of existing asphalt surfaces to a depth of 1 inch. Quantity < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1068 1,200 Square

Provide milling of existing asphalt surfaces to a depth of 1 inch. Quantity 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1069 5,100 Square

Provide milling of existing asphalt surfaces to a depth of 1 inch. Quantity > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1070 200 Square

Provide milling of existing asphalt surfaces to a depth 1.5". Qty <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1071 1,200 Square

Provide milling of existing asphalt surfaces to a depth 1.5". Qty 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1072 5,100 Square

Provide milling of existing asphalt surfaces to a depth 1.5". Qty >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1073 200 Square

Provide milling of existing asphalt surfaces to a depth of 2 inches. Qty < 1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1074 1,200 Square

Provide milling of existing asphalt surfaces to a depth of 2 inches. Qty 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1075 5,100 Square

Provide milling of existing asphalt surfaces to a depth of 2 inches. Qty > 5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1076 200 Square

Provide milling of existing asphalt surfaces to a depth 3". Qty <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1077 1,200 Square

Provide milling of existing asphalt surfaces to a depth 3". Qty 1-5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1078 5,100 Square

Provide milling of existing asphalt surfaces to a depth 3". Qty >5K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1079 200 Square

Provide milling of existing asphalt surfaces to a depth of 4 inches. Qty <1K SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1080 1,200 Square

Provide milling of existing asphalt surfaces to a depth of 4 inches. Quantity 1-5K

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1081 5,100 Square

Provide milling of existing asphalt surfaces to a depth of 4 inches. Quantity > 5K

SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1082 200 Square

OPTION AIRCRAFT ASPHALT OVERLAY 2":

Marshall 75 blows: Provide asphalt overlay 2" <1,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1083 1,200 Square

Marshall 75 blows: Provide asphalt overlay 2" 1,000-5,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1084 5,100 Square

Marshall 75 blows: Provide asphalt overlay 2" >5,000 SY

UNIT UNIT PRICE ESTIMATED AMOUNT

1085 200 Square

OPTION ASPHALT OVERLAY 1":

Provide asphalt overlay 1" <1K SY

SIGNAL COD