Amend_0002_to_RFP_No._FA5205-14-R-0010.pdf

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

See schedule

POC: Kazuhiro Nakamura, Mr.

DSN#: 226-3496

Commercial#: 0176-57-1972

E-mail Address: kazuhiro.nakamura.jp@us.af.mil

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 07-Nov-2014

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 FA5205-14-R-0010

X 9B. DATED (SEE ITEM 11)

31-Jul-2014

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 X is extended, 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

07-Nov-2014

CODE

35 CONS/LGC (JAPAN)

DODAAC: FA5205

BLDG. 656, MISAWA AIR BASE

MISAWA-SHI, AOMORI-KEN 033-0012

FA5205 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

FA5205-14-R-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

This amendment is issued to amend subject RFP with regard to Exhibits and Attachment 1, 2 and 4, and Section J to incorporate Addendum No. 2 dated 7 Nov 14, and extend the offer submission due date for price proposal submission by offerors who responded to the original RFP.

(A) The offer submission due date specified in block 13A of SF 1442 is extended to ″10:00AM″ on ″20 Nov

2014″.

(B) Exhibit A thru C. By replacing Exhibit A thru C, ELIN A/B/C001CG, DC, DD, DT, ER, ES, ET and EU are deleted, and information of item description, unit of issue and estimated quantities are changed for ELIN A/B/C001

AG, AH, AK, BH, BN, BP, BQ, BT, CA, CD, CF, CK, CL, CS, CT, DB and EM.

(C) Attachment 1, Specifications and Attachment 2, Drawings. By incorporating Addendum No. 2 dated 7 Nov

14 into Attachment 1 and 2 of the RFP, the specification section and drawings are replaced with revised ones as indicated in the addendum.

(D) Attachment 4, List of Contractor-Furnished U.S. Material. By replacing List of Contractor-Furnished U.S.

Material, referenced ELINs are changed as attached.

(E) Section J. By replacing page 31 of the RFP with the revised one, the Exhibit/Attachment Table specified in

Section J is updated to reflect incorporation of Addendum No. 2 and revision of Exhibits and Attachment 1, 2 and 4, as shown in "From" and "To" below:

From:

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit A CLIN 0001 ELINs 4 16 Jul 2014

Exhibit B CLIN 1001 ELINs 4 16 Jul 2014

Exhibit C CLIN 2001 ELINs 4 16 Jul 2014

Attachment 1 Specifications with Addendum

No. 1

396 20 Aug 2014

Attachment 2 Drawings 53 20 Aug 2014

Attachment 3 Schedule of Contractor’s

Submittals

7 25 Mar 2014

Attachment 4 List of Contractor-Furnished

U.S. Material

1 16 Jul 2014

Attachment 5 Historical Data 1 5 Jun 2014

To:

Exhibit A CLIN 0001 ELINs 4 7 Nov 2014

Exhibit B CLIN 1001 ELINs 4 7 Nov 2014

Exhibit C CLIN 2001 ELINs 4 7 Nov 2014

Attachment 1 Specifications with Addendum

No. 1 & 2

399 7 Nov 2014

Attachment 2 Drawings 53 7 Nov 2014

Attachment 3 Schedule of Contractor’s

Submittals

7 25 Mar 2014

Attachment 4 List of Contractor-Furnished

U.S. Material

1 7 Nov 2014

(F) No other change is made under this amendment.

4 Attachments:

1. Revised page 31 of 48 of the RFP numbered with FA5205-14-R-0010-0002, 1 page.

2. Revised Exhibits dtd 7 Nov 14, 12 pages.

3. Addendum No. 2 dtd 7 Nov 14, 3 pages, w/Revised Specifications, 26 pages, Revised Drawings, 13 sheets.

4. Revised List of Contractor-Furnished U.S. Material dtd 7 Nov 14, 1 page.

Section J - List of Documents, Exhibits and Other Attachments

EXHIBIT/ATTACHMENT TABLE

Exhibit A CLIN 0001 ELINs 4 7 Nov 2014

Exhibit B CLIN 1001 ELINs 4 7 Nov 2014

Exhibit C CLIN 2001 ELINs 4 7 Nov 2014

Attachment 1 Specifications with Addendum

No. 1 & 2

399 7 Nov 2014

Attachment 2 Drawings 53 7 Nov 2014

Attachment 3 Schedule of Contractor’s

Submittals

7 25 Mar 2014

Attachment 4 List of Contractor-Furnished

U.S. Material

1 7 Nov 2014

ADDENDUM NO. 2

TO

RFP NO. FA5205-14-R-0010

AIRFIELD/PAVEMENTS IDIQ CONTRACT,

MISAWA AB, JAPAN

7 Nov 14

Contract specifications and drawings are modified to provide the following changes:

A. Specification Section 01 11 00 30 33

1. Delete ELINs listed below from the work items:

- A001CG/B001CG/C001CG, Install Aircraft Load-rated Water Proof Manhole Cover

(W 2,074 mm x L 1,041 mm opening) with One-hand Lift, Fail-safe Cover and Access

Ladder (Nighttime);

- A001DC/B001DC/C001DC, Relocate Cubicle Transformer Station w/Foundation

(Nighttime);

- A001DD/B001DD/C001DD, Install Pre-Cast Manhole H2m x W2m xD2m w/accessory, Grounding, Support Arms and Pin Insulator (Load Class T-25)

(Nighttime);

- A001DT/B001DT/C001DT, Install Aircraft Trim Pad and Thrust Anchor (Nighttime);

- A001ER/B001ER/C001ER, Removal and Disposal of Shrub, Bush, or a Tree, less than

2"/5cm Caliper (Diameter) at Breast High (DBH) and Stump (Nighttime);

- A001ES/B001ES/C001ES, Removal and Disposal of Tree and Stump (Nighttime);

- A001ET/B001ET/C001ET, Cut Flush and Remove Shrub, Bush, or a Tree, less than

2"/5cm Caliper (Diameter) at Brest High (DBH) (Nighttime); and

- A001EU/B001EU/C001EU, Cut Flush and Remove Tree (Nighttime).

The remaining ELINs are re-numbered accordingly per the deletion of above ELINs.

2. Para. 1.1.1.2. SURVEY.

- ELIN A001AA thru C001AC: Add words “from temporary bench mark/bench mark/GPS (Global Position System)” in the 5th line.

- ELIN A001AA thru C001AC/A001AD thru C001AD/A001AE thru C001AE/A001 thru

C001AF: Add sentences “Surveying hours of operation from Monday thru Friday are prior to 0700. Surveying hours of operation on weekends will be available during all hours. The availability of surveying hours also depends on the area of the airfield in which work will be conducted.”

3. Para. 1.1.1.4 TEMPORARY AND PROTECTION WORK (24 HOURS WORK).

- ELIN A001AK/B001AK/C001AK: Change unit of issue from “square meter per day

(SM/DAY)” to “square meter per month (SM/MONTH)” in the item description.

4. Para. 1.1.1.5 AIRFIELD ASPHALT CONCRETE SURFACES.

- ELIN A001AW/B001AW/C001AW: Delete the words “wiring for static ground,” from the 3rd line of the item description.

5. Para. 1.1.1.7 AIRFIELD PCC PAVEMENT SURFACE.

- ELIN A001BL/B001BL/C001BL: Change non-shrink grout interval from “300mm” to

“max 375mm/min 300mm” in the item description.

- ELIN A001BP/B001BP/C001BP: Change thickness of epoxy concrete patch from

“25mm to 75mm” to”75mm” in the underlined item title and the item description.

- ELIN A001BQ/B001BQ/C001BQ: Delete the words “wiring for static ground,” from the 3rd line of the item description.

6. Para. 1.1.1.8 RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE

ROADWAY.

- ELIN A001BS/B001BS/C001BS: Add words “for service roadway” between

“Pavement” and “measured” in the item description.

- ELIN A001BT/B001BT/C001BT: Add words “for service roadway” between

“material” and “in-place” in the item description.

7. Para. 1.1.1.10 SURFACE INLETS/DITCHES.

- ELIN A001CD/B001CD/C001CD: Add additional information of microtunneling

“Length for microtunneling is from 60m through 100m. Depth for microtunneling is from 3m through 5m. Soil texture for microtunneling is silt/sandy silt/sandy loam/loam/sand with gravel” in the item description.

8. Para. 1.1.1.11 STORM DRAIN LINES/MANHOLES.

- ELIN A001CK/B001CK/C001CK (re-numbered to ELIN A001CJ/ B001CJ/C001CJ):

Change size of concrete box culvert from “450mm” to “500mm” in the underlined item title and the item description.

9. Para. 1.1.1.15 MISCELLANEOUS WORK.

- ELIN A001DQ/B001DQ/C001DQ (re-numbered to ELIN A001DM/

B001DM/C001DM): Delete words “saw cutting, removal work” from the 4th line of the item description.

10. Para. 1.1.1.16 REMOVAL AND DISPOSAL WORK.

- ELIN A001EP/B001EP/C001EP (changed to ELIN A001EK/B001EK/ C001EK): Add additional information of removal and disposal items “Removal and disposal of all reinforced concrete items such as; reinforced concrete slabs, reinforced concrete manhole, reinforced concrete gutter inlet, reinforced concrete U ditch, reinforced concrete culvert and other reinforced concrete structures” in the item description.

- ELIN A001EQ/B001EQ/C001EQ (changed to ELIN A001EL/ B001EL/C001EL): Add additional information of removal and disposal items “Removal and disposal of plain concrete, plain concrete slabs, plain concrete curb & gutter, plain concrete sidewalk and other plain concrete structures.” in the item description.

11. Para. 1.5 Availability of work Site and Working Hours.

- Add words “Vehicles exceeding carry weight of 3/4 Gross Vehicle Weight (GVW) for the contractor’s delivery, special purpose vehicles and heavy equipment shall enter through the Apple Gate. Apple Gate Operating Hours: 0600 of the day through 1400 of the same day/Monday through Saturday for material delivery in of base. Coordination with the Contracting Officer's Representative (COR) 30 days in advance is required with

35 SFS for asphalt and concrete delivery during non-operating hours. Also, the

Contractor shall submit schedule, truck license number, driver’s name, pass number and company name for asphalt and concrete delivery during non-operating hours to 35 SFS” for Availability of work Site and Working Hours.

- Add words “The contractor’s removal/disposal work requires temporary stock piling during the nighttime work hour and transportation off the base during the Apple Gate operating hours from 0600 to 1400.” in the description.

12. Para. 1.8 Work Clearance Permit. Add words “Staging yard and / or storage yard will be provided to the contractor in both west side and east side of the airfield on base upon coordination thru work-clearance permit (AF Form 103).” in the description.

Per the changes above, the Specification Section 01 11 00 30 33 is replaced with Revised 7

Nov 14 attached to this addendum.

B. Drawings

1. Drawing No. E-1/E-2/E-3/E-5/F-5/F-6/F-7/F-8/F-9/G-3. Void drawing No. E-1/E-2/E-

3/E-5/F-5/F-6/F-7/F-8/F-9/G-3 per deletion of ELINs in para. A.1. above.

2. Drawing No. E-4. Delete detailed sketches of “CUBICLE TRANSFORMER STATION” in the drawing No. E-4, AIRFIELD ELIMINATION SIGN.

Per the changes above, the Drawing No. T-3/T-4/E-1/E-2/E-3/E-4/E-5/F-5/F-6/F-7/F-8/F-

9/G-3 are replaced with revised 7 Nov 14 attached to this addendum

(End of Addendum)

2 Attachments:

1. Specification Section 01 11 00 30 33, Revised 7 Nov 14.

2. Drawing No. T-3/T-4/E-1/E-2/E-3/E-4/E-5/F-5/F-6/F-7/F-8/F-9/G-3, Revised 7 Nov 14.

AIRFIELD/PAVEMENTS IDIQ CONTRACT, MISAWA AIR BASE, JAPAN

01 11 00 30 33-1 Revised per addendum No.2 dated 7 Nov 14

SECTION 01 11 00 30 33

GENERAL CONTRACT REQUIREMENTS

PART 1 - GENERAL

1.1 GENERAL DESCRIPTION: This is an Indefinite Delivery/Indefinite Quantity

(IDIQ) Contract, Airfield/Pavements IDIQ Contract, Misawa AB, Japan. The scope of the contract encompasses repair, maintenance, and/or construction of airfield pavement, roads, parking lots, and their associated incidental work, such as, but not limited to, traffic striping, curb/gutter, U-ditch, drainage pipes, manhole, earthwork, fences/gates, ground repair in the airfield on Misawa Air Base, Japan. This is an IDIQ contract wherein work will be accomplished through issuance of the task order(s) on DD Form 1155 (DD 1155). The task order consists of work elements which are to be performed by the contractor to achieve specific construction requirements in the Scope of Work (SOW). In the task order, the contractor shall furnishing all labor, equipment, materials, and services including temporary work, overhead, and management necessary to perform all operations required to complete the construction for use, in accordance with the specifications and drawings, within the terms and conditions of the contract. The contractor must thoroughly understand the requirements of each Contract Line Item Number (CLIN) and its corresponding Exhibit Line Item Numbers (ELINs) described in this specification section to satisfy themselves of the required scope of work to be completed under the respective line items.

1.1.1 Contract Line Items/Exhibit Line Items:

1.1.1.1 GENERAL: Pricing schedule of this contract is structured in the Section B with its corresponding Exhibits A thru C. CLIN 0001, 1001, and 2001 specified in the pricing schedule, Section B of solicitation/contract are for basic year, option year one (1), and option year two (2), respectively. ELIN A001, B001 and C001 listed in the Exhibit A, B and C correspond to CLIN 0001, 1001 and 2001, respectively.

Work to be performed under this contract will be composed by an aggregate of applicable Line Items listed in the Pricing Schedule. The principal features of the work to be included under the Line Items are noted herein. Work required by the drawings, specification and not particularly mentioned shall be included in the contract prices for the Line Items to which the work applies.

LINE ITEMS: The items listed hereinafter are the respective ELINs and are also listed in the Pricing Schedule.

1.1.1.2 SURVEY

ELIN A001AA, B001AA, and C001AA, Topographic Survey and Report, 2,000

SM Area (Daytime) ELIN A001AB, B001AB, and C001AB, Topographic Survey from Bench Marks and Report, 2,000 SM Area (Daytime) ELIN A001AC, B001AC, and C001AC, Topographic Survey with GPS and

Report, 2,000 SM Area (Daytime)

01 11 00 30 33-2

A survey to identify/verify required items of work and quantities per the scope of work listed in the Task Order (DD 1155). The survey shall consist of physically measuring, including the locations and elevations of existing natural features, and locations, elevations, inverts, pipe sizes, etc. of man-made features, and mapping from temporary bench mark/bench mark/GPS (Global Position System) the entire area described in the Task Order. The report shall consist of a report per area, identifying quantity, unit price, and amount for individual proposal items and total cost to complete the work. This proposal item shall be exercised in quantities of 2,000 SM increments, appropriate to the scope of the Subject Task Order. Surveying hours of operation from Monday thru Friday are prior to 0700.

Surveying hours of operation on weekends will be available during all hours. The availability of surveying hours also depends on the area of the airfield in which work will be conducted.

ELIN A001AD, B001AD, and C001AD, Survey and Report, Concrete Curbs, Gutters, Sidewalks and/or Crack Sealing (Daytime)

A survey to identify/verify required items of work and quantities per the scope of work listed in the Task Order (DD 1155). The survey shall consist of physically measuring the linear length described in the Task Order. The report shall consist of a report per linear meter, identifying quantity, unit price, and amount for individual curbing, gutters, sidewalks and crack sealing proposal items, respectively, and total cost to complete the work. Surveying hours of operation from Monday thru Friday are prior to 0700. Surveying hours of operation on weekends will be available during all hours. The availability of surveying hours also depends on the area of the airfield in which work will be conducted.

ELIN A001AE, B001AE, and C001AE, Survey and Report, Pavement Markings

(Daytime)

A survey to identify/verify required items of work and quantities per the scope of work listed in the Task Order (DD 1155). The survey shall consist of physically measuring the marking areas described in the Task Order. The report shall consist of a report per square meter, identifying quantity, unit price, and amount for individual pavement markings proposal items, respectively, and total cost to complete the work. Surveying hours of operation from Monday thru Friday are prior to 0700. Surveying hours of operation on weekends will be available during all hours. The availability of surveying hours also depends on the area of the airfield in which work will be conducted.

ELIN A001AF, B001AF, and C001AF, Survey and Report for Rubber Markings, 2,000 SM Area (Daytime)

A survey to identify/verify required items of work and quantities per the scope of work listed in the Task Order (DD 1155). The survey shall consist of physically measuring the linear length described in the Task Order. This proposal item shall be exercised in quantities of 2,000 SM increments, appropriate to the scope of the Subject Task Order. Surveying hours of operation from Monday thru Friday are prior to 0700. Surveying hours of operation on weekends will be available

01 11 00 30 33-3 during all hours. The availability of surveying hours also depends on the area of the airfield in which work will be conducted.

1.1.1.3 TEST

ELIN A001AG, B001AG, and C001AG. Field CBR and Lab Tests of Paved

Airfield, Roads and Parking Lots (Nighttime)

Field CBR (California Bearing Ratio) and laboratory test of paved airfield, roads, parking lots shall be per each (EA) test completed, including and not limited to saw cutting a 1 meter by 2 meter rectangle, removal of AC, performing a field CBR test and in-place density test, determining the thickness, sampling and testing in-place base/sub-base course, backfilling and compacting, reconstruction of pavement structure, performing certified laboratory tests for base course, sub base course, and sub-grade, and submitting certified results of all tests in triplicate.

ELIN A001AH, B001AH, and C001AH. Plate Load Test of Unpaved, Airfield, Roads, Parking Lots and Other Surfaces (Nighttime)

Plate load test of unpaved airfield, roads, parking lots and other surfaces shall be per each (EA.) test completed, including and not limited to remove base course and sub-base course, performing plate load test and in-place density tests, determining the thickness, sampling and testing in-place base/Sub-base course, backfilling and compacting, performing laboratory tests for base course, sub base course, and sub-grade, and submitting certified results of all tests in triplicate.

ELIN A001AJ, B001AJ, and C001AJ. Core Drilling and Sampling of AC or PCC

Pavement of Airfield, Roads, Parking Lots (Nighttime)

Core drilling and sampling of AC or PCC pavement of airfield, roads, parking lots shall be per each (EA.) test completed, including and not limited to coring completely through the AC or PCC pavement with a core machine, sampling of the AC or PCC core, repair of pavement surface, and submitting certified results of all sample measurements in triplicate, and one set of recovered and identified samples.

1.1.1.4 TEMPORARY AND PROTECTION WORK (24 HOURS WORK)

ELIN A001AK, B001AK, and C001AK, Temporary Installation of 25 mm Thick

Steel Plate

Temporary installation of 25 mm thick steel plate shall be square meter per month (SM/MONTH) of installation of temporary steel plate, including and not limited to transportation, installation and removal of steel plate.

ELIN A001AL, B001AL, and C001AL, Heavy Equipments Transportation with 30 ton Trailer (Day and Night Time)

01 11 00 30 33-4

Heavy equipments transportation with 30 ton trailer shall be per day (DAY.) of heavy equipment transported with trailer, including and not limited to loading, transportation and unloading.

ELIN A001AM, B001AL, and C001AM, Temporary 2 Lights with Generator

Temporary 2 lights with generator shall be each per month (EA/MONTH) of temporary 2 lights with generator, including and not limited to transportation, installation and removal of temporary 2 lights with generator.

ELIN A001AN, B001AN, and C001AN, Temporary 1 Balloon Light with Generator

Temporary 1 balloon light with generator shall be each per month (EA/MONTH) of 1 balloon light with generator, including and not limited to transportation, installation and removal of 1 balloon light with generator.

1.1.1.5 AIRFIELD ASPHALT CONCRETE SURFACES

ELIN A001AP, B001AP, and C001AP, 50 mm Thick AC Surfaces (Nighttime)

50 mm thick AC surface shall be per compacted square meter (SM.) of AC paving, including and not limited to edge preparation, surface cleaning, asphalt placement, compaction and testing.

ELIN A001AQ, B001AQ, and C001AQ, 50 mm Thick Modified AC Surfaces (Nighttime)

50 mm thick modified AC surface shall be per compacted square meter (SM.) of

ELIN A001AR, B001AR, and C001AR, 65 mm Thick AC Surfaces (Nighttime)

65 mm thick AC surface shall be per compacted square meter (SM.) of AC

ELIN A001AS, B001AS, and C001AS, Place AC Intermediate Course (Nighttime)

Place AC intermediate course shall be per compacted metric ton (MTON.) of AC intermediate course, including and not limited to preparation and compaction of base course, variable thickness AC intermediate course placement, compaction and testing.

ELIN A001AT, B001AT, and C001AT, Construct Base Course with Prime Coat

ELIN A001AU, B001AU, and C001AU, Construct Sub-base Course (Nighttime) ELIN A001AV, B001AV, and C001AV, Construct Granular Material (Nighttime)

Construct base course, Sub-base course, or granular material, respectively, shall be per cubic meter (CM.) of compacted material in-place and ready for use, 01 11 00 30 33-5 including and not limited to preparatory work, spreading and compaction to required density in 150mm lifts, fine grading, final compaction, testing and clean-up.

ELIN A001AW, B001AW, and C001AW, Install Static Ground for AC (Nighttime)

Install static Ground for AC shall be per each (EA.) of installation of static ground, including and not limited to removal work, installation of static ground, restoration work, testing and clean-up. REF. DWG NO. C-8.

1.1.1.6 ADDITIONAL MINOR PAVEMENT WORK

ELIN A001AX, B001AX, and C001AX, Install Geotextile on existing AC or

Concrete Pavement for Runway, Taxiway and Apron (Nighttime)

Install geotextile on existing AC or concrete pavement for runway, taxiway and apron shall be per square meter (SM.) of fabric installed, including and not limited to surface and crack cleaning, seal coat, fabric installation, protection from traffic, and clean-up. REF. DWG NO. B-1.

ELIN A001AY, B001AY, and C001AY, Install Geotextile on existing AC or

Concrete Pavement for Service Road and Vehicle Parking (Nighttime)

Install geotextile on existing AC or concrete pavement for service road and vehicle parking shall be per square meter (SM.) of fabric installed, including and not limited to surface and crack cleaning, seal coat, fabric installation, protection from traffic, and clean-up. REF. DWG NO. B-1.

ELIN A001AZ, B001AZ, and C001AZ, Seal Crack of existing AC Pavement

Seal crack of existing AC pavement shall be per linear meter (LM.), including and not limited to saw cutting and routing cracks, preparatory work, cleaning, application of asphalt joint sealant, protection from traffic until cured, and clean-

up. REF. DWG NO. C-9.

ELIN A001BA, B001BA, and C001BA, Seal Crack of existing PCC Pavement

Seal crack of existing PCC pavement shall be per linear meter (LM.), including and not limited to saw cutting and routing cracks, cleaning, preparatory work, application of approved joint sealant protection from traffic until cured, and clean-

up. REF. DWG NO. C-9.

ELIN A001BB, B001BB, and C001BB, Seal Crack of existing AC or PCC

Pavement with Epoxy Sealant (Nighttime)

Seal crack of existing AC or PCC pavement with epoxy sealant shall be per linear meter (LM.), including and not limited to saw cutting and routing cracks, 01 11 00 30 33-6 cleaning, preparatory work, application of approved joint sealant protection from traffic until cured, and clean-up.

ELIN A001BC, B001BC, and C001BC, Place Expansion Joint Filler and Sealant

Place expansion joint filler and sealant shall be per liner meter (LM.), including and not limited to saw cutting, installation of full depth pre-molded 13mm thick joint filler, not including sealant depth, backer rod if required, bond breaker if required, application of joint sealant, protection from traffic until cured, and clean-up.

ELIN A001BD, B001BD, and C001BD, Furnish & Apply Asphalt Prime Coat

ELIN A001BE, 0002BE, and 0003BE, Furnish & Apply Asphalt Tack Coat

Furnish & apply asphalt prime coat, or tack coat, respectively, shall be per square meter (SM.) of new coating applied on approved base course or AC surfaces, including and not limited to surface preparation, cleaning, application of new coating, protection from traffic until cured or covered by pavement, and clean-up.

ELIN A001BF, B001BF, and C001BF, Place Concrete (Nighttime)

Placing concrete shall be per cubic meter (CM.) of miscellaneous concrete complete in-place, including and not limited to surface preparation, incidental formwork, concrete placing, vibrating, finishing, curing and protection, restoration work and testing. This item is to place miscellaneous concrete not included in other specific proposal items which already have requirements for concrete placement, such as saddles, thrust blocks, etc. No separate payment will be made for formwork used for this item.

ELIN A001BG, B001BG, and C001BG, Install Concrete Formwork (Nighttime)

Install concrete formwork shall be per square meter (SM.) of formwork measured by the finished dimensions of the formed structure and oiled and ready for use, including and not limited to preparatory work, pre-fabrication, installation, ties, shims, stakes, braces, etc., and removal. Payment under this item is limited to only those items which do not already include formwork in the respective contract unit prices, such as exterior concrete columns, and other miscellaneous concrete items exposed in the finished work of a Task Order.

ELIN A001BH, B001BH, and C001BH, Install Concrete Reinforcement Bars

Install concrete reinforcement bars shall be per kilogram (KG.) of re-bar, including splices, complete and tied in place and ready for concrete placement, including and not limited to preparatory work, bending, cutting, pre-fabrication, 01 11 00 30 33-7 chairs, seats, installation, splicing, tie wire, snap ties and all other miscellaneous materials and work.

1.1.1.7 AIRFIELD PCC PAVEMENT SURFACE

ELIN A001BJ, B001BJ, and C001BJ, Place Various Thick Plain PCC Pavement

Place various thick plain PCC pavement shall be per cubic meter (CM.) of concrete complete in-place and ready for use. This item includes and is not limited to surface preparation, formwork, concrete placing, vibrating, finishing, curing and protection, restoration work and testing. No separate payment will be made for formwork used for this item. REF. DWG NO. C-1, C-2, C-3, C-4, C-5, C-6 and C-7.

ELIN A001BK, B001BK, and C001BK, Expansion Joint with Fuel Resistant

Sealant(Nighttime)

Expansion joint with fuel resistant sealant shall be per liner meter (LM.) of expansion joint, including installing preformed full-depth expansion joint material, and fuel resistant joint sealant, protect sealant until cured, and clean-up. REF.

DWG NO. C-4, C-6 and C-7.

ELIN A001BL, B001BL, and C001BL, Doweled Construction Joint with Fuel

Resistant Sealant (Nighttime)

Doweled construction joint with fuel resistant sealant shall be per liner meter

(LM.) of doweled joint, including drilling, furnishing and setting smooth dowels with non-shrink grout at max 375mm/min 300mm intervals, oiling exposed half of dowels before concrete pour, saw cutting the joint sealant pocket centered on the joint, and fuel resistant joint sealant, protect sealant until cured, and clean-up.

REF. DWG NO. C-2, C-3, C-6 and C-7.

ELIN A001BM, B001BM, and C001BM, Reseal Joint and Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime)

Reseal joint and seal cracks of PCC with fuel resistant sealant shall be per liner meter (LM.) of construction joint, including and not limited to saw cutting, routing, cleaning, and fuel resistant joint sealant, protection until cured, and clean-up.

REF. DWG NO. C-6 and C-7.

ELIN A001BN, B001BN, and C001BN, Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime)

Seal cracks of PCC with fuel resistant sealant shall be per liner meter (LM.) of construction joint, including and not limited to saw cutting, routing, cleaning, furnishing and fuel resistant joint sealant, protection until cured, and clean-up.

REF. DWG NO. C-9.

01 11 00 30 33-8

ELIN A001BP, B001BP, and C001BP, Apply Epoxy Concrete Patch 75 mm Thick

Apply epoxy concrete patch 75 mm thick shall be per square meter (SM.) of epoxy concrete applied, including and not limited to saw cutting, removal of concrete, surface preparation, epoxy concrete work, now joint sealant, cleaning and testing.

ELIN A001BQ, B001BQ, and C001BQ, Install Static Ground for PCC (Nighttime)

Install static ground for PCC shall be per each (EA.) of installation of static ground, including and not limited to removal work, installation of static ground, restoration work, testing and clean-up. REF. DWG NO. C-8.

ELIN A001BR, B001BR, and C001BR, Grooving of PCC Surface (Nighttime)

Grooving of PCC surface shall be per square meter (SM.) of PCC surface grooving, including and not limited to saw cutting work, and clean-up.

1.1.1.8 RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY

ELIN A001BS, B001BS, and C001BS, 50 mm Thick Recycled AC Surfaces

(Nighttime)

50 mm thick Recycled AC surfaces shall be per square meter (SM) of Recycled

AC Pavement for service roadway measured in-place and ready for use, including and not limited to cleaning and preparing existing surface, produce and deliver recycled mixtures, spreading, compaction and testing.

01 11 00 30 33-9

ELIN A001BT, B001BT, and C001BT, Construct Recycled Subbase Course

Construct recycled subbase course shall be per cubic meter (CM) of compacted material for service roadway in-place and ready for use, including and not limited to preparatory work, spreading and compaction to required density, fine grading, final compaction, testing and clean-up.

1.1.1.9 PAVEMENT MARKINGS /RUBBER REMOVAL

ELIN A001BU, B001BU, and C001BU, Removal of Pavement Marking

Removal of paint marking shall be per square meter (SM.) of removed paint without damage to existing AC or PCC surfaces, including and not limited to preparatory work, application of water-blasting and/ or light sand-blasting, and clean-up.

ELIN A001BV, B001BV, and C001BV, Pavement Marking Stripes Reflective

ELIN A001BW, B001BW, and C001BW, Pavement Marking Stripes Non-

Reflective (Nighttime)

Pavement marking stripes reflective, or non-reflective shall be per square meter (SM.) of painted pavement markings, measured and approved, including and not limited to preparatory work, application of glass beads for reflective markings, protection until dry, and clean-up. REF. DWG NO. D-1.

ELIN A001BX, B001BX, and C001BX, Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime)

Alphanumeric and Japanese sign board marking shall be per square meter (SM.) of location of painted alphanumeric and Japanese sign board marking, including and not limited to preparatory work, protection until dry/ cured, and clean-up. REF. DWG NO. D-2, D-3 and D-4.

ELIN A001BY, B001BY, and C001BY, Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime)

Various Alphanumeric and Japanese Stencil Paving Marking shall be per square meter (SM.) of location of painted alphanumeric and Japanese stencil paving marking, including and not limited to preparatory work, protection until dry/ cured, and clean-up.

ELIN A001BZ, B001BZ, and C001BZ, Removal of Rubber Deposits by Water Pressure (Nighttime)

Remove of rubber deposits shall be per square meter (SM.) of removed rubber deposits without damage to concrete or AC surface, including and not limited to

01 11 00 30 33-10 water blast, and clean-up.

1.1.1.10 SURFACE INLETS/DITCHES

ELIN A001CA, B001CA, and C001CA, Install Gutter Inlet with Aluminized Steel

Grating and Frame (Load Class T-25) (Nighttime)

Install gutter inlet with aluminized steel grating and frame (Load Class T-25) shall be per each (EA.) of gutter inlet installed and ready for use, including and not limited to excavation, preparatory work, compaction of base course, formwork, reinforced concrete work, provision of grating cover, finishing and curing. REF.

DWG NO. G-2.

ELIN A001CB, B001CB, and C001CB, Install V-Type Concrete Ditch (W700 mm x 85 mm Thick) (Nighttime)

Install V-type concrete ditch (W700 mm x 85 mm thick) shall be per linear meter

(LM.) of ditch installed, complete and ready for use, including and not limited to excavation, preparatory work, placing of base and Sub-base course, compaction of base and Sub-base course, installation of V-type ditch, formwork, reinforcement bars, concrete work, finishing and curing. REF. DWG NO. G-1.

ELIN A001CC, B001CC, and C001CC, Install Free Gradient Concrete "U"

Ditches and Cover (W400 mm x D1100 mm, Load Class T-25) (Nighttime)

Install free gradient concrete “U” ditches and cover (W400 mm x D1100 mm, Load Class T-25/T-14) shall be per linear meter (LM.) of “U” ditch installed, complete and ready for use, including and not limited to excavation, preparatory work, placing of base course, compaction of base course, installation of “U” ditch and cover, formwork, concrete work, finishing and curing. REF. DWG NO. G-4.

ELIN A001CD, B001CD, and C001CD, Install 900 mm Drainage Pipe with

Trenchless Excavation Using Microtunneling (Nighttime)

Install 900 mm drainage pipe with trenchless excavation using microtunneling shall be per linear meter (LM.) of pipe installed, complete and ready for use, including and not limited to excavation, preparatory work and related work.

Length for microtunneling is from 60m through 100m. Depth for microtunneling is from 3m through 5m. Soil texture for microtunneling is presumed to be silt/sandy silt/sandy loam/loam/sand with gravel.

ELIN A001CE, B001CE, and C001CE, Install Aircraft Type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm (Nighttime)

Install Aircraft Type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm shall be per each (EA.) of concrete catch basin installation, including and not limited to excavation, preparation work, placing base course, compaction of base course, form work, reinforced work, installation of frame/grating cover, curing. Aircraft is C-5.

01 11 00 30 33-11

ELIN A001CF, B001CF, and C001CF, New Aircraft Type Concrete “U” Ditches with Bolt Fixed Steel Frame and Grating Cover (W500mm x D1,000mm) (Nighttime)

New Aircraft Type Concrete “U” Ditches with Bolt Fixed Steel Grating Cover (W500mm x D1,000mm) shall be per liner meter (LM.) of concrete “U” ditches installation, including and not limited to excavation, preparation work, placing base course, compaction of base course, form work, reinforced work, installation of frame/grating cover, curing. Aircraft is C-5.

1.1.1.11 STORM DRAIN LINES/MANHOLES

ELIN A001CG, B001CG, and C001CG, Install 300 mm Diameter Concrete Drain Pipe (Nighttime)

Install 300 mm diameter concrete drain pipe shall be per linear meter (LM.) of drain pipe installed, complete and ready for use, including and not limited to excavation, placing of base course, compaction of base course, backfilling, preparatory work, installation, plastic marking tape, associated concrete pipe work, connections and fittings. REF. DWG NO. H-2, H-3 and H-4.

ELIN A001CH, B001CH, and C001CH, Install 300 mm Square Concrete Box

Culvert (Nighttime) ELIN A001CJ, B001CJ, and C001CJ, Install 500 mm Square Concrete Box

Culvert (Nighttime)

Install 300/500 mm square concrete box culvert shall be per linear meter (LM.) of box culvert installed, complete and ready for use, including and not limited to excavation, placing of base course, compaction of base course, backfilling, preparatory work, installation, plastic marking tape, associated concrete work, connections and fittings. REF. DWG NO. H-1.

ELIN A001CK, B001CK, and C001CK, Install 150 mm Diameter Sub Drain Pipe

Install 150 mm diameter Sub drain pipe shall be per linear meter (LM.) of Sub drain pipe installed, complete and ready for use, including and not limited to excavation, placing of stone, installation geotextile sheet, backfilling, preparatory work, associated work, connections and fittings. REF. DWG NO. H-7.

ELIN A001CL, B001CL, and C001CL, Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime)

Raise/lower existing manhole or catch basin frame and cover shall be per each (EA.) of frame and cover complete and ready for use, including and not limited to removing portion of existing concrete, resetting the frame and cover to new elevation, formwork, provision of new concrete, installation of anchor with epoxy resin, finishing and curing. REF. DWG NO. H-5 and H-6.

01 11 00 30 33-12

ELIN A001CM, B001CM, and C001CM, Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime)

ELIN A001CN, B001CN, and C001CN, Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime)

Install new manhole or catch basin with frame and cover, 600/900 mm square or round (load class T-25) shall be per each (EA.) of manhole or catch basin installed, complete and ready for use, including and not limited to excavation, preparatory work, placing base course, compaction of base course, backfilling, formwork, reinforced concrete work, installation of frame/cover/grating, finishing and curing.

1.1.1.12 EROSION PREOTECTION

ELIN A001CP, B001CP, and C001CP, Install Geotextiles for Erosion Protection, 2.0x2.0m, 50mm Thick (Green-Techno-Frame-Method) (Nighttime)

Install geotextiles for erosion protection, 2.0x2.0m/50mm Thick (Green-Techno-

Frame-Method) shall be per square meter (SM.) of geotextile installed, complete and ready for use, including and not limited to excavation, preparatory work, GT form installation, GT anchor installation and hydroseeding. REF. DWG NO. J-1.

ELIN A001CQ, B001CQ, and C001CQ, Install Arboreous plant Seeding Used the

Mulch Made, 50mm Thick (Nighttime)

Install arboreous plant seeding used the mulch made, 50mm thick shall be per square meter (SM.) of arboreous plant seeding installed, complete and ready for use, including and not limited to excavation, preparatory work, and hydroseeding.

ELIN A001CR, B001CR, and C001CR, Install River Stone Wire Bag for Erosion

Protection (Nighttime)

Install river stone wire bag for erosion protection shall be per cubic meter (CM.)

of river stone wire bag installed, complete and ready for use, including and not limited to preparation and clean-up.

ELIN A001CS, B001CS, and C001CS, Install Geotex-sheets for Erosion Protection (Nighttime)

Install geotex-sheet for erosion protection shall be per square meter (SM.) of geotex-sheet installed, complete and ready for use, including and not limited to preparation and clean-up.

1.1.1.13 EMBANKMENT/SODDING/HYDROSEEDING

ELIN A001CT, B001CT, and C001CT, Construct Embankment (Nighttime)

Construct embankment shall be per cubic meter (CM.) of compacted soil embankment in-place, including and not limited to preparation and compaction of adjacent surfaces, stockpiling, testing and clean-up.

01 11 00 30 33-13

ELIN A001CU, B001CU, and C001CU, Place Sod (Nighttime)

Place sod shall be per square meter (SM.) of sod placed, including and not limited to soil preparation, placing sod and all work for turf establishment period.

ELIN A001CV, B001CV and C001CV, Hydroseeding (Nighttime)

Hydroseeding shall be per square meter (SM.) of hydroseeding applied, including and not limited to preparation of soil to receive the seed, application and all work for turf establishment period.

ELIN A001CW, B001CW and C001CW, Place Topsoil (Nighttime)

Place topsoil shall be per cubic meter (CM.) of new topsoil in place, including and not limited to preparation of adjacent surfaces, delivery, stockpiling, grading, scarifying, spreading, and all preparatory work to receive sod or hydroseed.

1.1.1.14 ELECTRIC WORK

ELIN A001CX, B001CX, and C001CX, Install 30 mm Diameter Polyethylene

Flexible Conduit (Nighttime) ELIN A001CY, B001CY, and C001CY, Install 50 mm Diameter Polyethylene

Flexible Conduit (Nighttime) ELIN A001CZ, B001CZ, and C001CZ, Install 80 mm Diameter Polyethylene

Flexible Conduit (Nighttime) ELIN A001DA, B001DA, and C001DA, Install 150 mm Diameter Polyethylene

Flexible Conduit (Nighttime)

Install 30/50/80/150 mm diameter polyethylene flexible conduit shall be per linear meter (LM.) of utility lines installed in-place under ground, including and not limited to excavation, compaction, installation of conduit, installation of warning tape, connections and fittings.

ELIN A001DB, B001DB, and C001DB, Install New Cable CV 3.5 mm2-3C

ELIN A001DC, B001DC, and C001DC, Install New Cable CV 5.5 mm2-3C

(Nighttime)

Install new cable CV 3.5/5.5 mm2-3C shall be per linear meter (LM.) of installation of cable, including and not limited to excavation, installation of cable in conduit, installation of warning tape, connection of wiring, fittings and test.

ELIN A001DD, B001DD, and C001DD, Install New 6KV Cable CVT22SQ

Install new 6KV cable CVT22SQ shall be per linear meter (LM.) of installation of cable, including and not limited to excavation, installation of cable in conduit, installation of warning tape, connections of wiring, fittings and test.

01 11 00 30 33-14

ELIN A001DE, B001DE, and C001DE, Raise/Lower Existing Runway/Taxiway Light and Concrete Foundation (Nighttime)

Raise/lower existing runway/taxiway light and concrete foundation shall be per each (EA.) of raise/lower runway/taxiway light and concrete foundation, including and not limited to excavation, reinstallation work, restoration work, and site cleaning.

ELIN A001DF, B001DF, and C001DF, Install Stand Type Runway Light and Light

Assembly with Concrete Foundation (Nighttime)

Install stand type runway light and light assembly with concrete foundation shall be per each (EA.) of runway light and concrete foundation, including and not limited to excavation, removal of asphalt and base course, installation work, concrete form work, concrete work, base course work, and site cleaning.

ELIN A001DG, B001DG, and C001DG, Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation (Nighttime)

Install flash mount type runway light and light assembly with concrete foundation shall be per each (EA.) of runway light and concrete foundation, including and not limited to excavation, removal of asphalt and base course, installation work, ELIN A001DH, B001DH, and C001DH, Install Stand Type Taxiway Light and

Light Assembly with Concrete Foundation (Nighttime)

Install stand type taxiway light and light assembly with concrete foundation shall be per each (EA.) of taxiway light and concrete foundation, including and not limited to excavation, removal of asphalt and base course, installation work, ELIN A001DJ, B001DJ, and C001DJ, Install Flash Mount Type Taxiway Light and Light Assembly with Concrete Foundation (Nighttime)

Install flash mount type taxiway light and light assembly with concrete foundation shall be per each (EA.) of taxiway light and concrete foundation, including and not limited to excavation, removal of asphalt and base course, installation work, ELIN A001DK, B001DK, and C001DK, Install Grounding Rod (Nighttime)

Install Grounding Rod shall be per each (EA.) of installation of grounding rod, including and not limited to excavation, connections of wiring and test.

ELIN A001DL, B001DL, and C001DL, Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime)

Relocate airfield eliminated sign with concrete foundation shall be per each (EA.)

of airfield eliminated sign relocation, including and not limited to excavation, 01 11 00 30 33-15 transportation, placing and compaction of base course, installation of airfield eliminated sign, installation of conduit, cable, grounding, backfilling, sodding and site cleaning. REF. DWG NO. E-4.

1.1.1.15 MISCELLANEOUS WORK

ELIN A001DM, B001DM, and C001DM, Install Ultra-High-Molecular-Weight

(UHMW) Polyethylene Panels (Light-gray or Black Color) with Anchor Studs for BAK-12 (Nighttime)

Install ultra-high-molecular-weight (UHMW) polyethylene panels (light-gray or black in color) with anchor studs for BAK-12 shall be per square meter (SM) of UHMW panels installed, including and not limited to the installation of UHMW panels, installation of anchor studs, seal work, and site cleaning. REF. DWG NO. F-1, F-2 and F-3.

ELIN A001DN, B001DN, and C001DN, Install Cable Tie Down Anchors for Ultra-

High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12

Install cable tie down anchors for Ultra-High-Molecular-Weight (UHMW) polyethylene panels or AC surface for BAK-12 shall be per each (EA.) of cable tie down anchor installed, including and not limited to core drilling, installation of cable tie anchors, restoration work, and site cleaning. REF. DWG NO. F-3.

ELIN A001DP, B001DP, and C001DP, Install Aircraft Tie-down of Concrete Slab

Install Aircraft Tie-down of Concrete Slab shall be per each (EA.) of tie-down installed, including and not limited to installation of tie-down, and site cleaning.

Removal work, reinforce bar installation and concrete work are not included here.

REF. DWG NO. F-4.

ELIN A001DQ, B001DQ, and C001DQ, Install Frangible Type Airfield Sign with

Concrete Foundation (Nighttime)

Install frangible type airfield sign with concrete foundation shall be per each (EA.)

of airfield sign, including and not limited to excavation, transportation, placing and compaction of base course, installation of airfield sign, installation of accessory, installation of concrete foundation, reflective lettering, and site cleaning. REF.

DWG NO. F-10.

ELIN A001DR, B001DR, and C001DR, Install Bird Spike with Glue or Screw

Install bird spike with glue or screw shall be per liner meter (LM.) of bird spike installation, including and not limited to cleaning of surface, apply of glue or screwing and site cleaning. REF. DWG NO. F-11.

01 11 00 30 33-16

ELIN A001DS, B001DS, and C001DS, Replace Bird Spike with Glue or Screw

Replace bird spike with glue or screw shall be per liner meter (LM.) of bird spike installation, including and not limited to removal of existing bird spike, cleaning of surface, apply of glue or screwing and site cleaning.

1.1.1.16 REMOVAL AND DISPOSAL WORK

ELIN A001DT, B001DT, and C001DT, Saw Cutting Existing AC Pavement 0-

100mm thick (Nighttime) ELIN A001DU, B001DU, and C001DU, Saw Cutting Existing AC Pavement 101-

200mm thick (Nighttime) ELIN A001DV, B001DV, and C001DV, Saw Cutting Existing Concrete Pavement

0-100mm thick (Nighttime) ELIN A001DW, B001DW, and C001DW, Saw Cutting Existing Concrete

Pavement 101-200mm thick (Nighttime) ELIN A001DX, B001DX, and C001DX, Saw Cutting Existing Concrete Pavement

201-300mm thick (Nighttime) ELIN A001DY, B001DY, and C001DY, Saw Cutting Existing Concrete Pavement

301-400mm thick (Nighttime)

Saw cutting existing AC/concrete pavement 0-100/101-200/201-300/301-400 thick shall be per liner meter (LM.) of AC/concrete saw cutting, including and not limited to traffic control and site cleaning.

ELIN A001DZ, B001DZ, and C001DZ, 100mm Diameter Core Drilling of Existing

Concrete Pavement 0-400mm thick (Nighttime) ELIN A001EA, B001EA, and C001EA, 300mm Diameter Core Drilling of Existing

Concrete Pavement 0-400mm thick (Nighttime)

100/300mm diameter core drilling of existing concrete pavement 0-400mm thick shall be per each (EA.) of concrete core drilling, including and not limited to traffic control and site cleaning.

ELIN A001EB, B001EB, and C001EB, 50 mm Thick Cold Planning and Disposal of Existing AC Pavement (Nighttime) ELIN A001EC, B001EC, and C001EC, 100 mm Thick Cold Planning and

Disposal of Existing AC Pavement (Nighttime) ELIN A001ED, B001ED, and C001ED, 115 mm Thick Cold Planning of Existing

AC Pavement (Nighttime)

50 mm/100 mm/115 mm thick cold planning and disposal of existing AC pavement shall be per square meter (SM.) of AC removed and disposed, including and not limited to removal and disposal of AC, traffic control and site cleaning.

ELIN A001EE, B001EE, and C001EE, Cold Planning and Disposal of PCC

Pavement (Nighttime)

01 11 00 30 33-17

Cold planning and disposal of PCC pavement shall be per cubic meter (CM.) of PPC removed and disposed,…