Solicitation_W9124M-19-B-0002-0003_Bridge_IDIQ_-_SF_30.pdf

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Fort Stewart and Hunter Army Airfield Contruction and Miscellanous Repairs to Timber and Concrete Bridges IDIQ
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W9124M-19-B-0002
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Solicitation Amendment 0003 - SF 30

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0011145131 WG-30-7J

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to do the follow ing:

a. To add the final received questions and answers to this solicitation.

b. The questions submission deadline has ended in order to allow interested Offerors adequate time to finalize their bids.

c. The unit and total price for Line Items 0065, 1065, and 2065 have been changed to N/A. These line items will not be evaluated as part of the bid.

The point of contact for this amendment is Jerry Andes II at jerry.o.andes.mil@mail.mil or (912) 767-8471 or Ms. Sebrena Butler at sebrena.m.butler.civ@mail.mil or (912) 767-8449.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9124M19B0002

X 9B. DATED (SEE ITEM 11)

26-Apr-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

22-May-2019

CODE

MICC - FORT STEWART

976 WILLIAM H. WILSON AVE SUITE 100

FORT STEWART GA 31314

W9124M 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

ANSWERS TO FINAL QUESTIONS

Amendment 0003 Questions & Answers to Solicitation #: W9124M-19-B-0002 – Bridge Repair ID/IQ

Question (Q) = Contractor Answer (A) = Government

All Question and Answer Responses included in Solicitation Amendment 0002 are valid and still in effect. Below are the final received questions and answers:

Q1: Why does the solicitation close on May 30, 2019 but the bids do not open until June 4, 2019?

A1: See the Question and Answer responses included as part of Solicitation Amendment 0002 as posted on FBO.

Q2: Who is the current contractor?

A2: See the Question and Answer responses included as part of Solicitation Amendment 0002 as posted on FBO.

Q3: What was the monetary value of the past contract – how much work was ordered?

A3: See the Question and Answer responses included as part of Solicitation Amendment 0002 as posted on FBO.

Q4: How will the bids be delivered?

A4: The Offeror may hand deliver or mail their Sealed Bid to the MICC-Fort Stewart Contracting Office at MICC - FORT STEWART, 976 WILLIAM H. WILSON AVE

SUITE 100, FORT STEWART GA 31314.

Q5: Where will the bids be publically opened?

A5: The bid opening will occur at the MICC-Fort Stewart Contracting Office at 976 William H. Wilson Ave, Suite 100, Fort Stewart, GA 31314.

Q6: Will a bid, payment, and performance bond be required?

A6: See page 1 and/or Section L of the amended Solicitation on FBO.

Q7: What will bid line item 0065 “non-preprice” item be based on?

A7: See Paragraph 3 of Section L within the Solicitation.

Q8: Will the per bridge task order requirements be individually negotiated with the KO and the

COR?

A8: The pricing for the work will be based on the Offeror’s pricing for each particular line item to be part of a respective task order. Pricing for Non-Prepriced items required as part of a future task order shall be negotiated between the Contractor and the Contracting Officer prior to issuance of any task order.

Q9: How many bridges are located on HAAF?

A9: 4 Bridges at HAAF

Q10: What is the task order assignment response time requirement?

A10: Typically 10 days from “Notice to Proceed”

Q11: How many of the various types of bridges are there; timber, concrete and culvert?

A11: 75% Timber, 20% Concrete and 5% other

Q12: May moved or cut vegetation be disposed of in adjacent wooded areas or must it be transported off site?

A12: Material cut shall be removed from the site and disposed of off Government property.

Q13: Are the timbers treated with creosote and if so, how will EPD compliance be achieved?

A13: Pressure treated

Q14: May the roads, ramps and trails be closed completely during repairs or will one lane access be maintained?

A14: Typically one lane access but if road closure is needed you are to notify the COR 10 days in advance prior to the desired closing date for any road or bridge, or portion thereof, to traffic.

--END OF QUESTIONS AND ANSWERS FOR AMENDMENT 0003--

SECTION A - SOLICITATION/CONTRACT FORM

The required performance has changed from PROJECT NO: WG-30-7J and ED-24-7JPROJECT TITLE:

IDIQ BRIDGE Contract Ft Stewart and Hunter AAFPROJECT LOCATION: Ft Stewart, GA and Hunter Army Airfield (HAAF), GASET ASIDE: 100% HUBZoneNAICS CODE: 237310SIZE STANDARD:

$36,500,000.00MAGNITUDE OF CONSTRUCTION PROJECT: Between $5,000,000.00 and $10,000,000.00All work shall be completed per Scope of Work, Terms, Conditions, Provisions, Clauses, Drawings and Specifications.PREBID MEETING/SITE VISIT: 08 May 2019 at 10:00 (EST) - Meet Up Location: MICC-Fort Stewart Contracting Office Room 101, Building 621 at 976 William H. Wilson Avenue, Fort Stewart, GA 31314.DUE DATE FOR ALL QUESTIONS: 31 May 2019 at 2:00 PM (EST)SOLICITATION CLOSING DATE:

04 June 2019 at 2:00 PM (EST)BID OPENING: 04 June 2019 at 2:00 PM (EST) at the MICC-Fort Stewart Contracting Office, Room 101 Building 621 at 976 William H. Wilson Avenue, Fort Stewart, GA 31314.BONDS:

Bid Bond, Payment Bond, and Performance Bond shall be required. to PROJECT NO: WG-30-7J and ED-24- 7JPROJECT TITLE: IDIQ BRIDGE Contract Ft Stewart and Hunter AAFPROJECT LOCATION: Ft Stewart, GA and Hunter Army Airfield (HAAF), GASET ASIDE: 100% HUBZoneNAICS CODE: 237310SIZE STANDARD:

$36,500,000.00MAGNITUDE OF CONSTRUCTION PROJECT: Between $5,000,000.00 and $10,000,000.00All work shall be completed per Scope of Work, Terms, Conditions, Provisions, Clauses, Drawings and Specifications.PREBID MEETING/SITE VISIT: 08 May 2019 at 10:00 (EST) - Meet Up Location: MICC-Fort Stewart Contracting Office Room 101, Building 621 at 976 William H. Wilson Avenue, Fort Stewart, GA 31314.DUE DATE FOR ALL QUESTIONS: 22 May 2019 at 2:00 PM (EST)SOLICITATION CLOSING DATE:

04 June 2019 at 2:00 PM (EST)BID OPENING: 04 June 2019 at 2:00 PM (EST) at the MICC-Fort Stewart Contracting Office, Room 101 Building 621 at 976 William H. Wilson Avenue, Fort Stewart, GA 31314.BONDS:

Bid Bond, Payment Bond, and Performance Bond shall be required..

SECTION B - SUPPLIES OR SERVICES AND PRICES

The following have been modified:

BID PRICE SCHEDULE

Bid Schedule Line items are based on:

a) Unit prices are for complete and in-place construction and include all labor, equipment and material required to complete the task as described in the Technical Requirements.

b) Unit Prices include delivery, unloading and storing materials, tools and equipment on site;

moving, materials, tools and equipment from storage area or truck and within 125’ to reach the site.

c) Unit prices for imported materials (aggregate, sand, soil, etc.) include delivery up to 15 miles from the closest approved source.

d) Unit prices include all fasteners such as anchor bolts, lag bolts, screws, adhesive, wedge anchors, and expansion bolts, (excluding hurricane clips) that are required.

e) Unit prices include testing, calibration, balancing and the like required to ensure proper installation, construction and performance (e.g. compaction test for backfill, hydrostatic testing, soaping of joints, others as required). Use of owner supplied materials, equipment or tying into existing equipment/piping may justify testing, balancing, etc.

f) Unit prices for demolition include all labor, equipment and material required for the complete removal of the required items; clean-up of the area; and transferring within 125' of the site into a truck or dumpster for debris or to a designated area for owner requested items.

BID SCHEDULE BASE YEAR

ITEM DESCRIPTION QTY U/M U/P AMOUNT

0001 DEMOLITION OF DECKING, STRINGERS AND

CURB (22' WIDE)

150 LF

0002 DEMOLITION OF FIVE PILE BENT 15 EA

0003 DEMOLITION OF REINFORCE CONCRETE 50 CY

0004 SAW CUT CONCRETE UP TO 10" THICK 100 LF

0005 DEMOLITION OF ABUTEMENT WINGWALL 3150 SF

0006 DEMOLITION OF BULKHEAD 1600 SF

0007 CONSTRUCT TWO LAYERS OF

DECKING/TREADWAY, CURB, BLOCKING AND

STRINGERS

20 EA

(14' SPAN PER DRAWINGS)

0008 CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES

5 EA

0009 CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES

5 EA

0010 CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES

10 EA

0011 CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES

10 EA

0012 CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES

5 EA

0013 CONSTRUCT BULKHEAD 1600 SF

0014 CONSTRUCT ABUTEMENT TYPE 1 OR TYPE 2 2600 SF

0015 PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT

250 SY

AND FORMWORK

0016 PROVIDE AND PLACE THICKEN EDGE FOR

10" THICK CONCRETE SLAB

320 LF

0017 PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL

400 LF

0018 SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS

400 LF

0019 PREPARE AND RESEAL JOINT IN CONCRETE

BRIDGE DECKING. (UP TO 2" WIDE)

400 LF

0020 CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12')

500 LF

0021 CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12')

500 LF

0022 CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS)

26 EA

0023 REMOVE AND REPLACE DECKING,

TREADWAY, CURB AND BLOCKING

100 LF

(FULL WIDTH 22'-6")

0024 REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23' FIELD VERIFY)

5 EA

0025 REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2" FIELD VERIFY)

10 EA

0026 REMOVE AND REPLACE PILE 20 FOOT

LENGTH

5 EA

0027 REMOVE AND REPLACE PILE 30 FOOT

LENGTH

5 EA

0028 REMOVE AND REPLACE PILE 40 FOOT

LENGTH

5 EA

0029 REMOVE AND REPLACE PILE 50 FOOT

LENGTH

5 EA

0030 REMOVE AND REPLACE PILE 60 FOOT

LENGTH

5 EA

0031 REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS

300 LF

0032 REMOVE AND REPLACE CURB AND

BLOCKING

1000 LF

0033 REMOVE AND REPLACE TREADWAY SPIKE 300 EA

0034 INSPECT AND TIGHTEN BOLTS ON BRIDGE

PER SPAN

100 EA

0035 REMOVE DIRT FROM BRIDGE TREADWAY 6000 LF

0036 REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP

30 EA

0037 PROVIDE AND INSTALL SHIM FOR BRIDGE

PILE/CAP

20 EA

0038 PROVIDE AND INSTALL PILE BAND 5 EA

0039 PROVIDE AND INSTALL RIP RAP 100 TON

0040 REMOVE AND REPLACE TREADWAY BOARD 2500 LF

0041 PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER

30 EA

0042 PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY

25 EA

(INCLUDES BOLT, NUT AND WASHER 5/8"

DIAMTER x 2'-0" LONG)

0043 CLEAR AND GRUB 10'X50' BRIDGES

APPROACH (AREA LOCATED ON BRIDGE

APPROACH

12 EA

WHERE NEW BRIDGE CLASSIFICATION SIGN

WILL BE CONSTRUCTED)

0044 SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES

6500 SY

0045 PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED

300 SF

0046 EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED

2000 CY

0047 EXCAVATE, HAUL AND SPREAD SOIL ON FT.

STEWART SITE

2500 CY

0048 CONTRACTOR PROVIDED, HAULED AND

SPREAD SOIL FOR BRIDGE AT HUNTER AAF

100 CY

0049 BACKFILL AND COMPACT SOIL 2500 CY

0050 FINISH GRADING FOR GRASSING (HAND

WORK)

1000 SY

0051 PROVIDE AND GRASS DISTRUBED AREA (

HYDROSEEDING)

1000 SY

0052 REMOVE STORM PIPE UNDER 36" DIAMETER 200 LF

0053 REMOVE STORM PIPE OVER 36" DIAMETER 200 LF

0054 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 24" DIAMETER

100 LF

0055 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 36" DIAMETER

100 LF

0056 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 48" DIAMETER

100 LF

0057 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 60" DIAMETER

100 LF

0058 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 24" DIAMETER FLARED END SECTION

8 EA

0059 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 36" DIAMETER FLARED END SECTION

8 EA

0060 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 48" DIAMETER FLARED END SECTION

8 EA

0061 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 60" DIAMETER FLARED END SECTION

8 EA

0062 PROVIDE AND INSTALL TYPE "C" SILT FENCE 500 LF

0063 PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST)

500 SY

0064 PROVIDE #57 STONE FOR BEDDING 250 TON

0065 NON PREPRICE ITEM 1 LS N/A N/A

TOTAL BASE YEAR

BID SCHEDULE -1ST OPTION YEAR

ITEM DESCRIPTION QTY U/I UNIT PRICE AMOUNT

1001 DEMOLITION OF DECKING, STRINGERS AND

CURB (22' WIDE)

150 LF

1002 DEMOLITION OF FIVE PILE BENT 15 EA

1003 DEMOLITION OF REINFORCE CONCRETE 50 CY

1004 SAW CUT CONCRETE UP TO 10" THICK 100 LF

1005 DEMOLITION OF ABUTEMENT WINGWALL 3150 SF

1006 DEMOLITION OF BULKHEAD 1600 SF

1007 CONSTRUCT TWO LAYERS OF

DECKING/TREADWAY, CURB, BLOCKING AND

STRINGERS

20 EA

(14' SPAN PER DRAWINGS)

1008 CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES

5 EA

1009 CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES

5 EA

1010 CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES

10 EA

1011 CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES

10 EA

1012 CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES

5 EA

1013 CONSTRUCT BULKHEAD 1600 SF

1014 CONSTRUCT ABUTEMENT TYPE 1 OR TYPE 2 2600 SF

1015 PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT

250 SY

AND FORMWORK

1016 PROVIDE AND PLACE THICKEN EDGE FOR

10" THICK CONCRETE SLAB

320 LF

1017 PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL

400 LF

1018 SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS

400 LF

1019 PREPARE AND RESEAL JOINT IN CONCRETE

BRIDGE DECKING. (UP TO 2" WIDE)

400 LF

1020 CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12')

500 LF

1021 CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12')

500 LF

1022 CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS)

26 EA

1023 REMOVE AND REPLACE DECKING,

TREADWAY, CURB AND BLOCKING

100 LF

(FULL WIDTH 22'-6")

1024 REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23' FIELD VERIFY)

5 EA

1025 REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2" FIELD VERIFY)

10 EA

1026 REMOVE AND REPLACE PILE 20 FOOT

LENGTH

5 EA

1027 REMOVE AND REPLACE PILE 30 FOOT

LENGTH

5 EA

1028 REMOVE AND REPLACE PILE 40 FOOT

LENGTH

5 EA

1029 REMOVE AND REPLACE PILE 50 FOOT

LENGTH

5 EA

1030 REMOVE AND REPLACE PILE 60 FOOT

LENGTH

5 EA

1031 REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS

300 LF

1032 REMOVE AND REPLACE CURB AND

BLOCKING

1000 LF

1033 REMOVE AND REPLACE TREADWAY SPIKE 300 EA

1034 INSPECT AND TIGHTEN BOLTS ON BRIDGE

PER SPAN

100 EA

1035 REMOVE DIRT FROM BRIDGE TREADWAY 6000 LF

1036 REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP

30 EA

1037 PROVIDE AND INSTALL SHIM FOR BRIDGE

PILE/CAP

20 EA

1038 PROVIDE AND INSTALL PILE BAND 5 EA

1039 PROVIDE AND INSTALL RIP RAP 100 TON

1040 REMOVE AND REPLACE TREADWAY BOARD 2500 LF

1041 PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER

30 EA

1042 PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY

25 EA

(INCLUDES BOLT, NUT AND WASHER 5/8"

DIAMTER x 2'-0" LONG)

1043 CLEAR AND GRUB 10'X50' BRIDGES

APPROACH (AREA LOCATED ON BRIDGE

APPROACH

12 EA

WHERE NEW BRIDGE CLASSIFICATION SIGN

WILL BE CONSTRUCTED)

1044 SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES

6500 SY

1045 PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED

300 SF

1046 EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED

2000 CY

1047 EXCAVATE, HAUL AND SPREAD SOIL ON FT.

STEWART SITE

2500 CY

1048 CONTRACTOR PROVIDED, HAULED AND

SPREAD SOIL FOR BRIDGE AT HUNTER AAF

100 CY

1049 BACKFILL AND COMPACT SOIL 2500 CY

1050 FINISH GRADING FOR GRASSING (HAND

WORK)

1000 SY

1051 PROVIDE AND GRASS DISTRUBED AREA (

HYDROSEEDING)

1000 SY

1052 REMOVE STORM PIPE UNDER 36" DIAMETER 200 LF

1053 REMOVE STORM PIPE OVER 36" DIAMETER 200 LF

1054 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 24" DIAMETER

100 LF

1055 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 36" DIAMETER

100 LF

1056 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 48" DIAMETER

100 LF

1057 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 60" DIAMETER

100 LF

1058 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 24" DIAMETER FLARED END SECTION

8 EA

1059 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 36" DIAMETER FLARED END SECTION

8 EA

1060 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 48" DIAMETER FLARED END SECTION

8 EA

1061 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 60" DIAMETER FLARED END SECTION

8 EA

1062 PROVIDE AND INSTALL TYPE "C" SILT FENCE 500 LF

1063 PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST)

500 SY

1064 PROVIDE #57 STONE FOR BEDDING 250 TON

1065 NON PREPRICE ITEM 1 LS N/A N/A

TOTAL 1ST OPTION YEAR

BID SCHEDULE -2ND OPTION YEAR

ITEM DESCRIPTION QTY U/I UNIT PRICE AMOUNT

2001 DEMOLITION OF DECKING, STRINGERS AND

CURB (22' WIDE)

150 LF

2002 DEMOLITION OF FIVE PILE BENT 15 EA

2003 DEMOLITION OF REINFORCE CONCRETE 50 CY

2004 SAW CUT CONCRETE UP TO 10" THICK 100 LF

2005 DEMOLITION OF ABUTEMENT WINGWALL 3150 SF

2006 DEMOLITION OF BULKHEAD 1600 SF

2007 CONSTRUCT TWO LAYERS OF

DECKING/TREADWAY, CURB, BLOCKING AND

STRINGERS

20 EA

(14' SPAN PER DRAWINGS)

2008 CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES

5 EA

2009 CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES

5 EA

2010 CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES

10 EA

2011 CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES

10 EA

2012 CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES

5 EA

2013 CONSTRUCT BULKHEAD 1600 SF

2014 CONSTRUCT ABUTEMENT TYPE 1 OR TYPE 2 2600 SF

2015 PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT

250 SY

AND FORMWORK

2016 PROVIDE AND PLACE THICKEN EDGE FOR

10" THICK CONCRETE SLAB

320 LF

2017 PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL

400 LF

2018 SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS

400 LF

2019 PREPARE AND RESEAL JOINT IN CONCRETE

BRIDGE DECKING. (UP TO 2" WIDE)

400 LF

2020 CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12')

500 LF

2021 CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12')

500 LF

2022 CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS)

26 EA

2023 REMOVE AND REPLACE DECKING,

TREADWAY, CURB AND BLOCKING

100 LF

(FULL WIDTH 22'-6")

2024 REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23' FIELD VERIFY)

5 EA

2025 REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2" FIELD VERIFY)

10 EA

2026 REMOVE AND REPLACE PILE 20 FOOT

LENGTH

5 EA

2027 REMOVE AND REPLACE PILE 30 FOOT

LENGTH

5 EA

2028 REMOVE AND REPLACE PILE 40 FOOT

LENGTH

5 EA

2029 REMOVE AND REPLACE PILE 50 FOOT

LENGTH

5 EA

2030 REMOVE AND REPLACE PILE 60 FOOT

LENGTH

5 EA

2031 REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS

300 LF

2032 REMOVE AND REPLACE CURB AND

BLOCKING

1000 LF

2033 REMOVE AND REPLACE TREADWAY SPIKE 300 EA

2034 INSPECT AND TIGHTEN BOLTS ON BRIDGE

PER SPAN

100 EA

2035 REMOVE DIRT FROM BRIDGE TREADWAY 6000 LF

2036 REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP

30 EA

2037 PROVIDE AND INSTALL SHIM FOR BRIDGE

PILE/CAP

20 EA

2038 PROVIDE AND INSTALL PILE BAND 5 EA

2039 PROVIDE AND INSTALL RIP RAP 100 TON

2040 REMOVE AND REPLACE TREADWAY BOARD 2500 LF

2041 PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER

30 EA

2042 PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY

25 EA

(INCLUDES BOLT, NUT AND WASHER 5/8"

DIAMTER x 2'-0" LONG)

2043 CLEAR AND GRUB 10'X50' BRIDGES

APPROACH (AREA LOCATED ON BRIDGE

APPROACH

12 EA

WHERE NEW BRIDGE CLASSIFICATION SIGN

WILL BE CONSTRUCTED)

2044 SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES

6500 SY

2045 PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED

300 SF

2046 EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED

2000 CY

2047 EXCAVATE, HAUL AND SPREAD SOIL ON FT.

STEWART SITE

2500 CY

2048 CONTRACTOR PROVIDED, HAULED AND

SPREAD SOIL FOR BRIDGE AT HUNTER AAF

100 CY

2049 BACKFILL AND COMPACT SOIL 2500 CY

2050 FINISH GRADING FOR GRASSING (HAND

WORK)

1000 SY

2051 PROVIDE AND GRASS DISTRUBED AREA (

HYDROSEEDING)

1000 SY

2052 REMOVE STORM PIPE UNDER 36" DIAMETER 200 LF

2053 REMOVE STORM PIPE OVER 36" DIAMETER 200 LF

2054 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 24" DIAMETER

100 LF

2055 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 36" DIAMETER

100 LF

2056 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 48" DIAMETER

100 LF

2057 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 60" DIAMETER

100 LF

2058 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 24" DIAMETER FLARED END SECTION

8 EA

2059 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 36" DIAMETER FLARED END SECTION

8 EA

2060 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 48" DIAMETER FLARED END SECTION

8 EA

2061 PROVIDE AND INSTALL CORRUGATE METAL

PIPE 60" DIAMETER FLARED END SECTION

8 EA

2062 PROVIDE AND INSTALL TYPE "C" SILT FENCE 500 LF

2063 PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST)

500 SY

2064 PROVIDE #57 STONE FOR BEDDING 250 TON

2065 NON PREPRICE ITEM 1 LS N/A N/A

TOTAL 2ND OPTION YEAR

CLIN BID AMOUNT

0001 – BASE $

0002 – CMR $

1001 – 1st Option Year $

1002 - CMR $

2001 - 2nd Option Year $

2002- CMR $

TOTAL $

(End of Summary of Changes)

File details come from the government source that posted it.