Amendment 01 Seed Project Solicitation W91151-22-B-0009 Paving IDIQ (MATOC).pdf

MICC-FORT HOOD

BLDG 36000 SHOEMAKER LANE

FORT HOOD TX 76544

0011750636 AD205072P

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:

A. Add the Site Visit Date, Time and Location for the (Seed Project). Site Visit scheduled for 15 September 2022 at 10:00 A.M CST at DPW, Building 4610, COR Conference Room 112, 4610 Engineer Drive, Fort Hood, Texas 76544.

B. Add the Request for Information (RFI) questions due date and time for the (Seed Project) to 22 September 2022 at 2:00 P.M. CST. All RFI questions are to be emailed to the Contract Specialist at lisa.d.lew is2.civ@army.mil.

C. Add the follow ing attachments Project Synopsis, Draw ings and Bid Schedule for the (seed contract).

D. Bid Schedule Proposal for the (seed contract) w ill be submitted as part of the Bid Packet for the Open-End Paving IDIQ (MATOC), Solicitation W91151-22-B-0009, w ith a bid opening date of 13 October 2022 at 2:00 PM CST at Shoemaker Center, Building 36000 Shoemaker Lane, Room 1463, Fort Hood, Texas 76544.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 09-Sep-2022

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 W9115122B0009

X 9B. DATED (SEE ITEM 11)

30-Aug-2022

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 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

09-Sep-2022

CODE

MICC - FORT HOOD

36000 SHOEMAKER LANE, ROOM 1300B

FORT HOOD TX 76544-5025

W91151 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W91151

FACILITY CODECODE

EMAIL:TEL:

W9115122B0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Amendment 01:

The purpose of this amendment is to:

A. Add the Site Visit Date, Time and Location for the (Seed Project). Site Visit scheduled for 15 September 2022 at 10:00 A.M CST at DPW, Building 4610, COR Conference Room 112, 4610 Engineer Drive, Fort Hood, Texas 76544.

B. Add the Request for Information (RFI) questions due date and time for the (Seed Project) to 22 September 2022 at 2:00 P.M. CST. All RFI questions are to be emailed to the Contract Specialist at lisa.d.lewis2.civ@army.mil.

C. Add the following attachments Project Synopsis, Drawings and Bid Schedule for the (seed contract).

D. Bid Schedule Proposal for the (seed contract) will be submitted as part of the Bid Packet for the Open-End Paving IDIQ (MATOC), Solicitation W91151-22-B-0009, with a bid opening date of 13 October 2022 at 2:00 PM CST at Shoemaker Center, Building 36000 Shoemaker Lane, Room 1463, Fort Hood, Texas 76544.

(End of provision)

(End of Summary of Changes)

PROJECT SYNOPSIS

Improve Drainage Vicinity Building 92064

Project No. LRC920471P Seed Project for Solicitation W91151-22-B-0009

DESCRIPTION OF WORK:

The work shall be located at vicinity of Building 92064, located on Survey Road on West Fort Hood, TX.

The exact location will be shown by the Contracting Officer. Building(s) will be occupied during performance of work under this Contract.

The purpose of this project is to install new concrete drainage flume establishing positive drainage away from building and concrete structures.

The following drawings are included as part of the Solicitation.

G-101 COVER SHEET

G-102 LEGEND AND GENERAL NOTES

C-101 SITE PLAN – LOCATION

CE-101 SITE PLAN - UTILITIES

CI-101 SITE PLAN – IMPROVEMENTS

C-501 TRAPEZOIL CONCRETE CHANNEL

After award, one set of Adobe PDF contract drawings and PDF specifications, and one set of Micro Station format drawings (if available) will be furnished to the Contractor on CD. Reference publications will not be furnished. Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

A project construction sign will not be required for this project. Contractor shall keep all permits and other documents required to be on the job site in a 3-ring binder or posted on a bulletin board within the construction area.

PERFORMANCE PERIOD: Barring any contingencies that arise during construction, the Government requires this project be completed within 120 calendar days. Completion is defined as completion of all contractual obligations.

IDENTIFICATION OF THE PROCUREMENT TEAM:

Contracting Officer (ACO): The Contracting Officer has sole authority to obligate the Government.

Contracting Officer's Representative (COR): The COR is appointed by the Contracting Officer and serves as the Government's technical representative and primary point of contact in the field following contract award. The COR will inspect various phases of work in progress to ensure the 3-phase inspection plan is in place and being adhered to. The COR will perform all inspection and acceptance on behalf of the Government for this project.

Project Manager: The Project Manager developed and reviewed this requirement, and will participate in further developing the project through negotiation of a firm fixed price. The PM will serve as the technical liaison between the Government (fire and safety staff) and the contractor in clarifying work requirements, performance standards, and other technical requirements. Following contract award, the Project Manager is accessible only through coordination with the COR.

Design Engineer: Design Engineer developed this requirement, and will participate in further developing and reviewing the project through negotiation of a firm fixed price with the Project Manager. The DE will serve as a technical liaison to the in clarifying work requirements, performance standards, and other technical requirements. Following contract award, the Design Engineer is accessible only through coordination with the COR to the PM.

Site Work:

1. Contractor shall be responsible for all labor, materials, transportation and equipment for the complete construction and installation of a typical trapezoid style flume for drainage. Concrete used shall have a compressive strength of not less than 3,000 pounds per square inch, within twenty-eight (28) days of installation.

2. Contractors are advised to visit the site, verify the existing site conditions to develop their proposal. All work to be carried out in a workmanship like manner. The work shall be carefully laid out in advance, and unnecessary excavation of site shall be avoided.

3. The contractor shall be responsible to field verify locations, accurate field dimensions, sizes, quantities, square feet, linear feet, etc. prior to submitting a bid for the project.

4. Contractor shall be responsibility to locate and protect all underground utility lines which may be encountered. A Fort Hood dig permit shall be obtain prior to starting any excavation work. In case it is necessary to remove or relocate utility lines or if utility lines are accidentally broken by the Contractor's operations, then it shall be the Contractor's responsibility, without additional compensation, to have such lines restored to a state of repair existing prior to the interruption.

Special arrangements must be made between the Contractor and the officials of the utility companies for the removal or crossing of their lines. Wherever it is necessary for the Contractor to do work of a replacement nature, he/she shall use new materials of same quality.

5. COR shall notify customer Mr. Javier Jimenez, (254) 286-5602 before any work begin.

6. Contractor shall report to the COR any unforeseen site conditions or issues that cause or may cause additional work not covered in this scope of work.

7. Contractor shall use caution and keep work area organized and clear during the work day.

Contractor shall remove from the project site any defective product or material that has been delivered to the site in error.

8. Contractor will not dispose of or discard recyclables, packing materials or trash in building provided recycling or trash containers or dumpsters.

Concrete Flume Installation:

1. Contractor shall install a concrete channel between building 92064 and building water towel to allow water to flow away from building 92064 work area preventing standing water.

2. Muck, rock, and other soils unsatisfactory for use in embankments shall be disposed of by the Contractor.

3. All side slopes shall be smooth earthen free of rocks.

4. Contractor shall backfill and compact 6” of crushed stone or washed rock in channel area to maximum density prior to concrete being poured.

5. The flume shall be contained in a permanent drainage easement with a minimum width of 5’ with a maximum slope of 2:1. The channel shall be 3’-0” wide to allow water to flow away from building 92064 preventing standing water. Slopes shall be concrete with a minimum thickness of 4” and 100’ in length. (See detail sheet 502)

6. Contractor shall use 6X6-10-10 wire mesh to re-enforce concrete used throughout this project.

7. All control joints shall be constructed and spaced in direct proportion of width of the flume, i.e. 5’ flume width results in 5’ control joint spacing.

8. New Bermuda sod grass shall be install ,after construction is complete, at edge of easement line on each side of flume and extend outward 5’. This shall follow throughout the full length of the flume.

9. The Contractor shall protect the new work from traffic or physical damage at his expense until adequately cured and of required strength. This includes erection and maintenance of barricades.

10. Contractor shall be responsible for watering vegetation until root system has been establish.

11. Contractor shall be responsible for watering vegetation until root system has been establish.

I. Final Site Cleanup:

1. The Contractor shall be responsible for final clean up at the end of the project to a level satisfactory to the Government. All construction debris, no matter how small, shall be collected and removed from the site. All wheel ruts shall be filled in and be leveled to match the adjacent grade and material. Re-seeding, or other re-surfacing may be necessary to repair any construction related impacts or damage.

II. Sanitation:

1. Temporary sanitary facilities shall be provided by the contractor during construction and maintained by the Contractor who will comply with state and local regulations. The cost of furnishing, installing, and maintaining sanitary facilities shall be considered incidental to other items of work and no additional compensation will be allowed.

*********************END OF SCOPE**************

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G-101 COVER SHEET

G-102 LEGEND AND GENERAL NOTES

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Cl-101 SITE PLAN - IMPROVEMENTS

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EXISTING OVERHEAD ELECTRIC LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING TELECOMMUNICATION DUCTBANK

EXISTING WATER LINE

EXISTING FENCE LINE

ABANDONED GAS LINE

EXISTING DITCH

EXISTING CONTOUR - MAJOR (5 FT.)

EXISTING CONTOUR - MINOR (1 FT.)

LIMITS OF CONSTRUCTION

(PLAN VIEW)

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BASE COURSE

SUBGRADE, STABILIZED AS NOTED.

NATURAL SUBGRADE

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EXISTING POWER POLE

EXISTING COMMUNICATIONS PEDESTAL

EXISTING GAS REGULATOR

EXISTING GAS VALVE

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING SANITARY SEWER EQUIPMENT

EXISTING WASTEWATER CLEANOUT

EXISTING WASTEWATER MANHOLE

EXISTING WASTEWATER VALVE

EXISTING TELECOMMUNICATION MANHOLE

EXISTING TREE

EXISTING VEGETATIVE AREA

EXISTING SIGN

EXISTING ELECTRICAL SWITCH

EXISTING HEADWALL AND CULVERT

EXISTING TRANSFORMER PAD

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KEEP A 3 FT CLEARANCE FROM ANY NATURAL GAS LOCATION MARK(S).

INSTALLATION PROCEDURE(S) AND ACCORDING TO CONTRACT DOCUMENTS.

DIG PERMIT FOR EXCAVATION IN ACCORDANCE TO THE MOST CURRENT

EXCAVATION WORK, THE CONTRACTOR MUST SUBMIT A REQUEST FOR

PRIOR TO "BREAK GROUND" I.E. TOPSOIL REMOVAL, GRADING, AND/OR9.

EXIST.

IMMEDIATELY NOTIFY THE GOVERNMENT FOR ANY DISCREPANCIES THAT MAY

VERIFY THE LOCATION OF ALL UTILITIES PRESENT AND SUSPECTED AND

MOST OF UTILITIES ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE TO

LOCATIONS ARE TO BE CONSIDERED APPROXIMATE ONLY AND THE DEPTH OF

FROM FORT HOOD'S GEOSPATIAL INFORMATION SYSTEM (GIS), THEREFORE

LOCATION OF EXISTING UTILITIES AND SITE FEATURES HAVE BEEN OBTAINED8.

PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL VERIFY DISCREPANCIES AND NOTIFY THE COR

OR CENTERLINE OF PAVEMENT MARKING UNLESS OTHERWISE NOTED.

OF THE PAVEMENT, CENTERLINE OF THE ROAD, FACE OF THE BUILDING,

CENTER OF UTILITY, CENTER LINE OF MANHOLE OR CATCH BASIN, EDGE

ALL DIMENSIONS WERE TAKEN FROM / TO FENCE LINES, FACE OF CURB,7.

SECTION 01 35 13, PARAGRAPH 1.5.4 UNLESS OTHERWISE NOTED.

THE GOVERNMENT PER CONTRACT SPECIFICATIONS. REFER TO DIVISION-1,

A TEMPORARY TRAFFIC CONTROL PLAN (TTCP) SHALL BE SUBMITTED TO6.

LOCATION(S) AS APPROVED BY THE CONTRACTING OFFICER.

FOUNDATION RUBBLE FROM GOVERNMENT PROPERTY TO THE

SAW CUT AND REMOVE ASPHALT PAVEMENT, CONCRETE AND5.

DO NOT OVERLOAD PAVEMENTS TO REMAIN.

CONDITION, OR REPLACE WITH NEW AT CONTRACTOR'S EXPENSE.

IS DAMAGED DURING WORK PERFORMANCE TO ITS ORIGINAL

PROTECT ALL EXISTING FEATURES, REPAIR ANY ITEM WHICH4.

EXISTING AND PROVIDE POSITIVE DRAINAGE.

CONTRACTOR SHALL MATCH ALL NEW PAVEMENT FLUSH WITH3.

ORIGINAL CONDITION OR REPLACE AT CONTRACTOR'S EXPENSE.

DAMAGED DURING THE PERFORMANCE OF THE WORK TO ITS

PROTECT ALL EXISTING FEATURES TO REMAIN. REPAIR ANY ITEM 2.

THE CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION.

THIS INFORMATION IS NOT TO BE RELIED ON TO BE EXACT OR COMPLETE.

ARE BASED ON RECORDS (AS-BUILT DRAWINGS) AND FIELD OBSERVATIONS.

ELEVATIONS OF EXISTING STRUCTURES SHOWN IN THESE PLANS

IS FOR CONTRACTOR'S INFORMATION ONLY. LOCATIONS AND

EXISTING FEATURES, ELEVATIONS, AND TOPOGRAPHY PROVIDED1.

GENERAL NOTES :

EXCEED 40'- 0" FOR ALL CURBS.

EXPANSION/CONTRACTION JOINTS INTERVALS NOT TO25.

NOT EXCEED 10'-0".

CONSTRUCTION JOINTS FOR CURB AND GUTTER SPACING SHALL24.

AND THE NEW HMAC.

WHERE APPLIES, APPLY TACK COAT BETWEEN THE CONCRETE SURFACE 23.

FLEX BASE.

ALL SIDEWALKS AND CURBS SHALL HAVE A MINIMUM OF 6" OF COMPACTED 22.

DRAWINGS.

1/4 INCH UNLESS NOTED OTHERWISE IN THE CONSTRUCTION

EXPOSED EDGES SHALL BE ROUNDED TO A MINIMUM RADIUS OF 21.

SURFACE, BUT NOT LESS THAN 2 INCHES.

ONE-THIRD (1/3) OF THE SLAB THICKNESS BELOW THEAPPROXIMATELY

AND FOR PARKING PAVEMENT SHALL BE # 4, GRADE 60. PLACED

REINFORCEMENT FOR CONCRETE PAVEMENT SHALL BE # 4, GRADE 6020.

GUTTERS, AND SIDEWALKS. SHALL CONFORM CONTRACT SPECIFICATIONS.

AND SITE, f'c = 4000 PSI FOR PARKING PAVEMENT, AND f'c = 3500 PSI FOR CURBS, CONCRETE SHALL BE NOT LESS THAN MR=600 PSI (FLEX) FOR ROAD PAVEMENT19.

CONCRETE :

AND CONFORMING WITH ALL TESTING REQUIREMENTS.

SECTION 307 "CONCRETE PAVEMENT" (ROADWAYS AND MOTORPOOLS"

RIGID PAVEMENT. CONSTRUCT ACCORDING TO CONTRACT SPECIFICATION29.

CONFORMING WITH ALL TESTING REQUIREMENTS.

CONTRACT SPECIFICATION SECTION 302 "HOT-MIX ASPHALTIC CONCRETE"

HOT-MIX ASPHALTIC CONCRETE (HMAC). INSTALL HMAC ACCORDING TO28.

BEFORE A NEW LIFT IS PLACED.

EACH LIFT SHALL NOT EXCEED 6" AND PASS TESTING REQUIREMENTS

CONTRACT SPECIFICATION SECTION 205. "FLEXIBLE BASE MATERIAL".

AGGREGATE BASE COURSE. INSTALL FLEXBASE ACCORDING TO27.

"SUBBASE PREPARATION".

IN ACCORDANCE WITH CONTRACT SPECIFICATION SECTION 202,

BY SCARIFYING A MINIMUM DEPTH OF SIX (6) INCHES AND RECOMPACT

SUBGRADE. UNLESS OTHERWISE INDICATED, PREPARE SUBGRADE26.

PAVEMENT MATERIALS:

DETAILS AND ADDITIONAL NOTES.

REFER TO DRAWING SHEET C-5XX FOR "PAVEMENT MARKINGS"33.

CURING TIME. REFER TO CURRENT OEPS CONTRACT.

REQUIRED DURING THE HOT MIX ASPHALT PAVEMENT

TEMPORARY FLEXIBLE ROADWAY MARKER TABS ARE32.

SPECIFIED ON THE DRAWINGS.

THE TYPE, WIDTH, AND COLOR OF ALL LINES SHALL BE AS31.

ROADWAY AND WATER/OIL BASED FOR PARKING. ADD REFLECTIVE BEADS.

ALL PAVEMENT MARKING MATERIAL SHALL BE: THERMOPLASTIC FOR30.

PAVEMENT MARKINGS :

SIGNAGE SCHEDULE, AND DRAWINGS WHERE APPLY.

WITH BREAK-AWAY SUPPORT & FOOTING AS NOTED. REFER TO

ALL SIGNS SHALL BE DIAMOND GRADE AND RETRO REFLECTIVE34.

SIGNS :

SHALL BE MADE ACCORDINGLY.

COORDINATION WITH DPW ENVIRONMENTAL DIVISION THROUGH THE COR

DISTURBANCE, TO INCLUDE INSPECTING THEIR FACILITIES AND EQUIPMENT.

PRUNING/TRIMMING, 10:1 TREE REPLACEMENT POLICY, AND ANY OTHER

MIGRATORY BIRD TREATY ACT (MBTA) TO INCLUDE BUT NOT LIMITED TO TREE

AUGUST, THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE

DURING THE MIGRATORY BIRD NESTING SEASON, FROM 15 MARCH TO 1537.

PRACTICES" (BMPs) ARE INSTALLED.

BEEN APPROVED, IF APPLICABLE, AND ALL "BEST MANAGEMENT

THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) HAS

THE CONTRACTOR SHALL NOT BEGIN CLEARING WORK UNTIL36.

DISTURBED UNLESS OTHERWISE NOTED.

EXISTING CULVERT BEDDING OR DITCH PATH CANNOT BE35.

ENVIRONMENTAL :

CONTACT NETWORK ENTERPRISSE CENTER (NEC), AT: 254-287-3969 / 3563 / 4208.

18. ANY INQUIRES AND/OR ISSUES REGARDING COMMUNICATIONS UTILITIES,

DOMINION ENERGY (DE) CONTACT DPW EMERGENCY 27/7 AT: 254-287-2113.

17. ANY INQUIRIES AND/OR ISSUES REGARDING GAS AND ELECTRICAL UTILITIES,

AMERICAN WATER (AW), CONTACT DPW EMERGENCY 24/7 AT: 254-287-2113.

16. ANY INQUIRIES AND/OR ISSUES REGARDING WATER & SEWER UTILITIES,

NO ADDITIONAL COST TO THE GOVERNMENT.

UTILITIES, SHALL BE REPLACED TO EQUAL OR BETTER CONDITIONS, WITH

15. UTILITIES SHALL REMAIN IN PLACE. ANY DAMAGE TO THE EXISTING

USARMY.HOOD.IMCOM-CENTRAL.MBX.DPW-ENV-DIG-PERMITS@ARMY.MIL.

TO DPW ENVIRONMENTAL DIVISION TO THE FOLLOWING E-MAIL ADDRESS:

A LAND EXCAVATION & WATER USE PERMIT "DIG PERMIT"

14. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL SUBMIT

UTILITIES:

IN THE PLANS.

TOP SOIL GRADING SHALL BE 6:1, EXCEPT WHEN SPECIFIED13.

FLOW.

GRADING MUST PROMOTE POSITIVE AND UNOBSTRUCTED12.

CONSTRUCTION

BE APPROVED BY THE PROJECT COR PRIOR TO

ADHERED TO .CHANGES TO THE PROPOSED LIMITS MUST

GRADING LIMITS PROVIDED BY THE ENGINEER SHALL BE 11.

EXCAVATION AREA SHALL BE REMOVED/PUMPED OUT.

SHALL NOT BE DISTURBED DURING CONSTRUCTION. WATER IN THE

FEATURES/STRUCTURES. THE NATURAL FLOW OF SURROUNDING WATERS

ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAIN

CONTRACTOR IS RESPONSIBLE TO GRADE ALL DISTURBED AREAS TO10.

GRADING :

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WORK SITE LOCATION

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PRIMARY OVERHEAD ELECTRIC LINE

2 INCH UNDERGROUND NATURAL GAS LINE

SECONDARY UGE

STORM WATER DRAINAGE

EXISTING GAS REGULATOR

MOUNTED

EXISTING TRANSFORMER - POLE

EXISTING FENCE LINE

EXISTING STORM DRAIN LINE

EXISTING SANITARY SEWER LINE

ABANDONED GAS LINE

EXISTING GAS LINE

ELECTRIC LINE (UGE)

EXISTING UNDERGROUND

LINE

EXISTING OVERHEAD ELECTRIC

--UGE--

--UGE--

-----UGE------

-----OHE------

-----GAS-----

------SS-------

------SD-------

---X---X--X---

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LEGEND:

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EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING FENCE LINE

EXISTING POWER POLE

EXISTING TRANSFORMER - POLE MOUNTED

EXISTING GAS REGULATOR

EXISTING GAS VALVE

EXISTING WATER VALVE

EXISTING WASTEWATER MANHOLE

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EXISTING STORM DRAIN INLET

PROJECT BENCHMARK

100'-0"1

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NOTES:

6. A DIG PERMIT IS REQUIRED FOR THEIS PROJECT.

THE SURVEY. DESIGN IS IN GRID COORDINATES.

FEET. NO SURFACE ADJUSTMENT SCALE FACTOR WAS APPLIED TO

COORDINATE SYSTEM USED: WGS84; UTM-14N, US SURVEY 5.

ROADWAYS IN THE DESIGNATED PROJECT COORDINATES.

ALL INSTALLED AND EXISTING UTILITIES, STRUCTURES, AND

CONTRACTOR INCLUDING BUT NOT LIMITED TO SURVEY DATA OF

CONSTRUCTION SURVEY IS THE SOLE RESPONSIBILITY OF THE 4.

THE CONTRACTOR'S EXPENSE.

POINT, WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT

THE CONTROL POINTS RESULTING IN THE LOSS OF THE CONTROL

COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR TO

STAKING AND CONTROL TO CONSTRUCT THE WORK, AT NO EXTRA

CONTROL POINTS. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL

ENGINEERING DESIGN TEAM. CONTRACTOR SHALL PROTECT THESE

CONTROL POINTS HAVE BEEN ESTABLISHED BY THE 3.

THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS.

DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH

CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY

DRAWINGS, SURVEY DATA PROVIDED, AND EXISTING FIELD

DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE CONTRACT

THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, 2.

THE LAWS OF THE STATE OF TEXAS, AND NATIONAL CODES.

WITH THE REQUIREMENTS OF LOCAL LAWS, LOCAL ORDINANCES,

EXECUTION OF THIS WORK SHALL COMPLY IN EVERY WAY POSSIBLE

CURRENT IDIQ CONTRACT AND DPW SPECIFICATIONS. THE

ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE 1.

C

C

SCALE: 1" = 20'-0"

SITE PLAN - IMPROVEMENTS

BM1

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TRAPEZOIDAL CONCRETE CHANNEL

2:1 MAX

C

C

C

C

0 1 2

SCALE (FEET)

.5

SCALE: 1" = 1'

NOTES:

CONSTRUCTION.

SPECIFICATIONS FOR PUBLIC WORKS

THE REQUIREMENTS OF TECHNICAL

CONCRETE WORK SHALL CONFORM TO 2.

#3 REBAR @ 12" O.C.E.W 1.

1'-0" 1'-

0"

#3 REBAR @ 12" O.C.E.W

REQUIRED.

STONE WITH FILTER FABRIC

6” THICK LAYER OF 6” CRUSHED

13’-0” MAX DRAINAGE EASEMENT WIDTH

3'-0"

NEW SOD GRASS

NEW SOD GRASS

2'

M A

X

M A

X

5'-0" MAX

SCALE: 1 1/2" = 1'

.50 1 2

SCALE (FEET)

2 CHANNEL ENLARGEMENT

TRAPEZOIDAL CONCRETE

6"

OUTSIDE EDGE

TOOL OR CHAMFER

C

C

NEW SOD GRASS

n oisiviD gnire en ig

Project Name

Duration

Project Code

Type

Project Manager

IGE Reviewer

General 001 Performance Bond LS $0.00 002 As-Built Drawings EA $0.00 003 Miscellaneous Project Elements LS $0.00

004.1 Surveying - Project Control, Realignment, Boundary Work AC $0.00

004.2 Surveying - Existing, As-Builts, Construction AC $0.00

Saw Cutting

101.1 Asphalt to 3" Depth LF $0.00

101.2 Additional 1" LF $0.00

101.3 Concrete to 3" Depth LF $0.00

101.4 Additional 1" LF $0.00

Demolition

102.1 Removal of Flexible Pavements, to 4" Depth SY $0.00

102.2 Removal of Flexible Pavements, Beyond 4" Depth CY $0.00

103 Removal of Reinforced Concrete CY $0.00 104 Rubbish Handling (Dumpster & Rental) Day $0.00

Remove Pipe Culverts

105.1 Less than 36" Diameter LF $0.00

105.2 36" Diameter or Greater LF $0.00

105.3 Clean Out Clogged Culverts, Less than 36" Diameter LF $0.00

105.4 Clean Out Clogged Culverts, 36" Diameter or Greater LF $0.00

Cold Milling of Asphaltic Concrete

106.1 0 to 2" Depth SY $0.00

106.2 >2" to 3" Depth SY $0.00

106.3 >3" to 4" Depth SY $0.00

Clear & Grubbing

107.1 Clear & Grub <3" Diameter AC $0.00

107.2 Clear & Grub 3" to 7" AC $0.00

107.3 Per Tree 3 to 7" Diameter EA $0.00

107.4 Per Tree 8" or Larger Diameter EA $0.00

Earthwork

108.1 Embankment Material (On-Post Borrow) CY $0.00

108.2 Embankment Material (Off-Post Borrow) CY $0.00

109 Excavation (Exporting to On-Post Borrow) CY $0.00

110.1 Cut & Fill (Stays On-Site, Compacted) CY $0.00

110.2 Ditch Reconditioning LF $0.00

Landscape Aggregate & Geotextile Material (Installed) 111 Landscape Aggregate CY $0.00 112 Geotextile Material SY $0.00 113 Plant Native 2" Texas Tree EA $0.00 114 Top Soil with Seeding SY $0.00

115.1 Type A slope protection (clay, slope less than 3:1) SY $0.00

115.2 Type B slope protection (sand, slope less than 3:1) SY $0.00

115.3 Type C slope protection (clay, slope more than 3:1) SY $0.00

115.4 Type D slope protection (sand, slope more than 3:1) SY $0.00

115.5 Type E slope protection (channel liners, <1psf) SY $0.00

115.6 Type F slope protection (channel liners, 1-2psf) SY $0.00

115.7 Type G slope protection (channel liners, 2-5psf) SY $0.00

115.8 Type H slope protection (channel liners, >5psf) SY $0.00

116 Herbicide SF $0.00 117 Top Soil with Sodding SF $0.00

Base (Installed) 201 Reprocess Existing Base (Plow/ Re-compact) CY $0.00 202 Subgrade Preparation SY $0.00 203 Lime Stabilization (Stabilize In-Place Material) SY $0.00 204 Washed Sand (Utility Bedding) CY $0.00

115 Erosion Control

Landscape Maintenance

Series 200 Items: Subgrade Treatments and Base

Total Item Cost

Series 000 Items: General Requirements

Series 100 Items: Earth Work and Landscape

Series Number

Section Number / Line Item WORK DESCRIPTION UNIT

Project Number PM Signature

Reviewer Signature

Improve Drainage vicinity Building 92064 (Seed Project) Note: The IGE preparer(s) and IGE approving reviewer(s) certify the IGE was developed independently and prior to seeking proposal from any contractor

OEPS‐23

120 calendar days

LRC920471P

BASE YEARFIRM FIXED PRICE

Bid Quantity Unit Price

Specification:

Ordering Period:

FOR BIDDING PURPOSES ONLY

205 Flexible Base Material (In-Place, Compacted) CY $0.00 206 Proof Rolling HR $0.00

Flexible Pavement (Installed)

301.1 Bituminous Prime Coat GA $0.00

301.2 Bituminous Tack Coat GA $0.00

302.1 Hot-Mix Asphaltic Concrete TN $0.00

302.2 Fiber Reinforced Hot-Mix Asphaltic Concrete TN $0.00

303 Asphalt Stabilized Base TN $0.00 304 Double Bituminous Surface Treatment SY $0.00 305 Emulsified Asphalt Base Treatment GA $0.00 306 Seal Coat Jennite A.E. (2 Coats) SY $0.00 307 Microsurfacing SY $0.00 308 Fog Seal GA $0.00 309 IRI Ride Quality Testing Day $0.00

Pulverization (Full Depth Reclamation)

310.1 6" Depth SY $0.00

310.2 8" Depth SY $0.00

310.3 12" Depth SY $0.00

Rip Rap Rock (Installed)

401.1 5" Rip Rap Rock TN $0.00

401.2 12" Rip Rap Rock TN $0.00

401.3 18" Rip Rap Rock TN $0.00

Grouted Rip Rap (Installed) 402 Concrete Grouted Rip Rap Rock CF $0.00

Wheel Stop Removal and/or Replacement

403.1 Removal & Disposal of Existing EA $0.00

403.2 Removal & Reinstallation of Existing EA $0.00

403.3 Installation of New Wheel Stop (Materials Included) EA $0.00

Corrugated Metal Pipe (Installed)

404.1 Corrugated Metal Pipe Culvert, 18-inch LF $0.00

404.2 Corrugated Metal Pipe Culvert, 24-inch LF $0.00

404.3 Corrugated Metal Pipe Culvert, 36-inch LF $0.00

Reinforced Concrete Pipe (Installed)

405.1 18" Diameter LF $0.00

405.2 24" Diameter LF $0.00

405.3 30" Diameter LF $0.00

405.4 36" Diameter LF $0.00

French Drains (Installed) 406 Furnish & Install 6" Perforated Pipe, Gravel, Geofabric LF $0.00

Safety End Treatment (Installed)

407.1 SET for 18-inch CMP Culvert EA $0.00

407.2 SET for 24-inch CMP Culvert EA $0.00

407.3 SET for 36-inch CMP Culvert EA $0.00

407.4 SET for 18-inch RCP Culvert EA $0.00

407.5 SET for 24-inch RCP Culvert EA $0.00

407.6 SET for 30-inch RCP Culvert EA $0.00

407.7 SET for 36-inch RCP Culvert EA $0.00

Utilities Adjustments 408 Valve Box Adjusted to Grade EA $0.00

409.1 Manhole Adjusted to Up to Grade EA $0.00

409.2 Manhole Adjusted to Down to Grade EA $0.00

Misc Line Items (Installed) 410 Structural Steel Fabrication LB $0.00 411 Detectable Warning Paver SF $0.00

412.1 Portable Concrete Traffic Barrier (Furnish, Install, Remove) EA $0.00

412.2 Portable Concrete Traffic Barrier (From Stockpile) EA $0.00

412.3 Portable Concrete Traffic Barrier (Move and Reset) EA $0.00

Metal Beam Guard Fence (Installed)

413.1 Metal Beam Guard Fence LF $0.00

413.2 Terminal Anchor Section EA $0.00

413.3 Impact Head & Assembly EA $0.00

413.4 Remove Beam or Cable Guard Fence LF $0.00

Rigid Pavement 501 Miscellaneous Concrete CY $0.00 502 Concrete Retaining Wall CY $0.00

503.1 Standard Concrete Curb & Gutter LF $0.00

503.2 Standard Ribbon Curb LF $0.00

504 Concrete Sidewalk CY $0.00 505 Concrete Headwall CY $0.00

Series 500 Items: Rigid Pavement

Series 300 Items: Surface Courses and Pavement

Series 400 Items: Structures

506 Concrete Box Inlet/Manhole CY $0.00 507 High Strength Epoxy Concrete Patching CF $0.00 508 Concrete Pavement (Roadways & Motorpool) CY $0.00 509 Reinforcement for Concrete Pavement LB $0.00 510 Roller-Compacted Concrete Paving CY $0.00

Permanent Signs (Installed)

601.1 Sign Face Diamond Grade SI $0.00

601.2 Sign Post with Footing & Wedge Anchor EA $0.00

601.3 Sign Post with Footing & Slipbase Anchor EA $0.00

601.4 Remove Sign with Post & Footing EA $0.00

Delineators (Installed)

602.1 Reflector Units EA $0.00

602.2 Object Markers EA $0.00

Pavement Striping & Markings (Prep & Removal)

603.1 New Concrete Surface SF $0.00

603.2 All Other Surfaces SF $0.00

Pavement Striping & Markings (Installed)

604.1 Water/Oil Based Striping (2 Coats) SF $0.00

604.2 Water/Oil Based Markings SF $0.00

604.3 Thermoplastic Striping (Long-line) SF $0.00

604.4 Thermoplastic Markings (Handliners) SF $0.00

604.5 Thermoplastic Markings (Preformed) SF $0.00

604.6 Add Highway Beads LB $0.00

604.7 Add Airfield Beads LB $0.00

604.8 Fire Lane Striping SF $0.00

605 Temporary Flexible Reflective Roadway Marker Tabs EA $0.00

Raised Reflective Markers on Concrete (Installed)

606.1 Type II-A-A EA $0.00

606.2 Type II-C-R EA $0.00

606.3 Type I-A, I-C, Type I-R, Type W or Type Y EA $0.00

Raised Reflective Markers on Asphaltic (Installed)

607.1 Type II-A-A EA $0.00

607.2 Type II-C-R EA $0.00

607.3 Type I-A, I-C, Type I-R, Type W or Type Y EA $0.00

Message Board 608 Portable Changeable Message Sign EA $0.00

Stop-Gap Maintenance 701 Pothole Repair SY $0.00

Crack Seal Flexible Pavement (Installed) 702 Crack Seal (Cold Applied) Plyolastic (for Seal Coating) LF $0.00 703 Crack Seal (Hot Applied) Seals Cracks in Bituminous Pavement LF $0.00

Resealing of Joints in Ridged Pavement

704.1 3/8" Joint LF $0.00

704.2 1/2" Joint LF $0.00

704.3 3/4" Joint LF $0.00

704.4 1" Joint LF $0.00

Total $0.00

Series 600 Items: Signing, Markings and Signal Equipment

Series 700 Items: Maintenance