Amendment 0003 - PR ER PRMNT RPR (10).pdf

(x)

693C7322R000005 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

ASHBURN VA 20147

ATTN: CONSTRUCTION

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: ACQUISITIONS

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1411/23/20210003

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers 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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

10/07/2021

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Project PR ER PRMNT RPR(10)

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to:

a) Replace the Price Proposal Bid Schedules and Price Proposal Summary to delete and add pay items on Schedules A and B.

b) See B Pages Changes Summary_Amendment 3.pdf for details.

2) Revise the Special Contract Requirements (J Pages) as follows:

a) Subsection 154.02(c) to add details for the Geotechnical Monitoring Program.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 64

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

693C7322R000005/0003

b) Subsection 154.07 to add evaluation requirements for Geotechnical Monitoring Program.

c) Subsection 154.08(b) to add progress payments details for Geotechnical Monitoring Program.

d) Add Specification 931 Removal and Disposal of Lead-Based Painted Non-Habitable Structures and Pavement Markings Containing Lead.

e) Add Specification 932 - Testing, Removal, and Disposal of Asbestos.

f) See SCR Changes_Amendment 3.pdf for details.

3) Revise the Plans as follows:

a) Schedule A (827579): Replace Sheet SS-1.

b) Schedule B (828579): Replace Sheet SS-1.

c) See Plan Sheet Changes_Amendment 1 and Plan Sheets_Amendment 1 for details.

4) Provide the Lead & Asbestos Report of PRHTA¿s project _AC-100081. This report includes the Lead

& Asbestos report for Structures 2 and 3 in

Schedule B.

5) Provide a summary of responses to questions/clarifications asked by potential bidders.

6) Reschedule the RFP Proposal Package (both Technical and Price Proposals) due date to

December 16, 2021 at 2:00 p.m. EST.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0003

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project PR ER PRMNT RPR(10)

Puerto Rico Highway and Transportation Authority Landslide Repairs on PR-10 in the Municipality of Utuado

Solicitation # 693C73-22-R-000005

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to:

a) Replace the Price Proposal Bid Schedules and Price Proposal Summary to delete and add pay items on Schedules A and B.

b) See B Pages Changes Summary_Amendment 3.pdf for details.

2) Revise the Special Contract Requirements (J Pages) as follows:

a) Subsection 154.02(c) to add details for the Geotechnical Monitoring Program.

b) Subsection 154.07 to add evaluation requirements for Geotechnical Monitoring

Program.

c) Subsection 154.08(b) to add progress payments details for Geotechnical

Monitoring Program.

d) Add Specification 931 Removal and Disposal of Lead-Based Painted Non-

Habitable Structures and Pavement Markings Containing Lead.

e) Add Specification 932 – Testing, Removal, and Disposal of Asbestos.

f) See SCR Changes_Amendment 3.pdf for details.

3) Revise the Plans as follows:

a) Schedule A (827579): Replace Sheet SS-1.

b) Schedule B (828579): Replace Sheet SS-1.

c) See Plan Sheet Changes_Amendment 1 and Plan Sheets_Amendment 1 for details.

4) Provide the Lead & Asbestos Report of PRHTA’s project _AC-100081. This report includes the Lead & Asbestos report for Structures 2 and 3 in Schedule B.

5) Provide a summary of responses to questions/clarifications asked by potential bidders.

6) Reschedule the RFP Proposal Package (both Technical and Price Proposals) due date to December 16, 2021 at 2:00 p.m. EST.

B-1

B I D S C H E D U L E Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

15001-0000

Line A0020 ALL LPSM $

15100-1000

Line A0040 ALL LPSM $

15102-0000

Line A0060 1 CTSM 1,681,000.00$

15401-0000

Line A0080 ALL LPSM $

15401-1000

Line A0100 ALL LPSM $

15401-3000

Line A0120 ALL LPSM $

15501-0000

Line A0140 ALL LPSM $

20100-0000

Line A0160 10.50 Cuerda $ $

20100-2000

Line A0180 9 Each $ $

20200-0000

Line A0200 ALL LPSM $

20300-0000

Line A0220 70,100 m3 $ $

20301-0000

Line A0240 37,905 m3 $ $

20500-0000

Line A0260 30,635 m3 $ $

20600-1000

Line A0280 3,630 m3 $ $

20700-1000

Line A0300 455 m3 $ $

20800-0000

Line A0320 14 Each $ $

20800-1000

Line A0340 11 Each $ $

20800-2000

Line A0360 4 Each $ $

21000-2000

Line A0380 2,495 m 10.00$ 24,950.00$

Schedule Total: ________________________

Submitted by: _________________________

Inclinometers

Piezometers

Settlement Gages

Construction survey and staking

Mobilization

Reimbursement for Municipality Tax Payments

Contractor testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Geotechnical Monitoring Program)

Soil erosion control, silt fence

Trench Excavation

Unclassified Excavation for Structure

Foundation Fill

Construction schedule

Clearing and Grubbing

Cutting and Removing Trees, Small

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

B-2

Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

21000-3000

Line A0400 115 m $ $

21000-5000

Line A0420 2,660 Each 15.00$ 39,900.00$

21001-3000

Line A0440 4 Each $ $

21001-4000

Line A0460 206 Each $ $

21001-6000

Line A0480 1 Each $ $

21001-7000

Line A0500 7,850 m2 $ $

21100-0000

Line A0520 380 m3 $ $

30101-0000

Line A0540 585 m3 $ $

30400-3000

Line A0560 315 m3 $ $

30500-1000

Line A0580 35 m3 $ $

40300-1000

Line A0600 4,910 m3 $ $

42100-7000

Line A0620 4,440 TON $ $

42100-9000

Line A0640 8,830 TON $ $

60200-0000

Line A0660 609,500 LBS $ $

60300-1000

Line A0680 15 m $ $

60300-2000

Line A0700 270 m $ $

60300-4000

Line A0720 85 m $ $

60300-5000

Line A0740 70 m $ $

60300-6000

Line A0760 45 m $ $

60300-7000

Line A0780 30 m $ $

72" RCP Pipe (Class IV)

10" PVC Pipe SCH 40

36" RCP Pipe (Class IV)

12" PVC Pipe SCH 40

24" RCP Pipe (Class IV)

18" RCP Pipe (Class IV)

Aggregate Base Course

Lean Concrete Base

Asphalt Cold Milling

Soil erosion control, construction entrance

Soil erosion control, sand bags

Sediment Basin Type I

HPM Bituminous Pavement Mix Type S (75)(12)

HPM Bituminous Pavement Mix Type B (75)(34)

Reinforcing Steel

Soil erosion control, diversion berm

Soil erosion control, straw bales

Soil erosion control, Temporary Blanket

Bridge Approach Embankment

Subbase Course

B-3

Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

60300-8000

Line A0800 60 m $ $

60300-9000

Line A0820 60 m $ $

60301-0000

Line A0840 65 m $ $

60301-1000

Line A0860 65 m $ $

60301-2000

Line A0880 162 m $ $

60301-3000

Line A0900 190 m $ $

60301-4000

Line A0920 45 m $ $

60302-0000

Line A0940 20 m $ $

60400-0000

Line A0960 3 m3 $ $

60400-1000

Line A0980 4 Each $ $

60400-2000

Line A1000 1 Each $ $

60400-3000

Line A1020 3 Each $ $

60400-4000

Line A1040 1 Each $ $

60400-5000

Line A1060 7 Each $ $

60400-6000

Line A1080 1 Each $ $

60400-7000

Line A1100 3 Each $ $

60500-3000

Line A1120 120 m $ $

60600-1000

Line A1140 2,045 m $ $

60600-4000

Line A1160 1,970 m $ $

60600-8000

Line A1180 4 Each $ $

Inlet Type 4A

6" Under Drain

W-beam Guardrail, Single Face

Removal, Storage and Delivery of Guardrail

New Crashworthy End Terminal Type I, TL-3

Bridge End Inlet

Manhole

Miscellaneous Structure Adjustments

Special Inlet Type A

Special Inlet Type B

Manhole Type B, Diam. 1.50, Height 3-6m

36" Polyethylene Pipe, Stiffness 22

42" Polyethylene Pipe, Stiffness 19

60" PEP Pipe, Stiffness 14

60" RC Pipe Class IV

6 inch PEP Pipe Stiffness 50

Portland Cement Concrete for Drainage Structures

48" Polyethylene Pipe, Stiffness 17

54" PEP Pipe, Stiffness 16

54" RCP, Class IV

B-4

Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

60604-3000

Line A1200 7 Each $ $

60700-0000

Line A1220 1,080 m $ $

60700-2000

Line A1240 1 Each $ $

60700-5000

Line A1260 30 m $ $

60900-4000

Line A1280 180 m $ $

60900-5000

Line A1300 125 m $ $

61000-0000

Line A1320 20 m $ $

61101-0000

Line A1340 35 mo $ $

61300-1000

Line A1360 3 Each $ $

61300-2000

Line A1380 3 Each $ $

61300-3000

Line A1400 2 Each $ $

61300-4000

Line A1420 3 Each $ $

61300-5000

Line A1440 4 Each $ $

61300-6000

Line A1460 6 Each $ $

61300-7000

Line A1480 2 Each $ $

61300-8000

Line A1500 2 Each $ $

61300-9000

Line A1520 4 Each $ $

61301-0000

Line A1540 4 Each $ $

61301-1000

Line A1560 1 Each $ $

61301-2000

Line A1580 2 Each $ $

Traffic Sign Assembly, Code 12

Traffic Sign Assembly, Code 6

Traffic Sign Assembly, Code 7

Traffic Sign Assembly, Code 8

Traffic Sign Assembly, Code 9

Traffic Sign Assembly, Code 10

Traffic Sign Assembly, Code 11

Field Office

Traffic Sign Assembly, Code 1

Traffic Sign Assembly, Code 2

Traffic Sign Assembly, Code 3

Traffic Sign Assembly, Code 4

Traffic Sign Assembly, Code 5

Barbed Wire Fence, Type A

Chain-Link Gate, Type A Two Leaves, W 3.05m

Chain-Link Fence, Type A

Concrete Curb Type A

Concrete Curb Type F

Concrete Barrier, Case I, Type A

Thrie-Beam Transition Section, Type I

B-5

Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

61301-3000

Line A1600 1 Each $ $

61301-4000

Line A1620 2 Each $ $

61301-5000

Line A1640 1 Each $ $

61301-6000

Line A1660 1 Each $ $

61301-7000

Line A1680 2 Each $ $

61301-8000

Line A1700 2 Each $ $

61301-9000

Line A1720 1 Each $ $

61302-0000

Line A1740 1 Each $ $

61302-1000

Line A1760 1 Each $ $

61302-2000

Line A1780 2 Each $ $

61302-3000

Line A1800 2 Each $ $

61302-4000

Line A1820 1 Each $ $

61302-5000

Line A1840 1 Each $ $

61302-6000

Line A1860 1 Each $ $

61302-7000

Line A1880 2 Each $ $

61302-8000

Line A1900 1 Each $ $

61302-9000

Line A1920 1 Each $ $

61400-2000

Line A1940 1,205 m3 $ $

61600-0000

Line A1960 13,050 LBS $ $

61700-1000

Line A1980 610 m2 $ $

Gabions

Structural Steel, Furnished, Fabricated and Erected

Concrete Paved Waterway

Traffic Sign Assembly, Code 24

Traffic Sign Assembly, Code 25

Traffic Sign Assembly, Code 26

Traffic Sign Assembly, Code 27

Traffic Sign Assembly, Code 28

Traffic Sign Assembly, Code 29

Traffic Sign Assembly, Code 18

Traffic Sign Assembly, Code 19

Traffic Sign Assembly, Code 20

Traffic Sign Assembly, Code 21

Traffic Sign Assembly, Code 22

Traffic Sign Assembly, Code 23

Traffic Sign Assembly, Code 13

Traffic Sign Assembly, Code 14

Traffic Sign Assembly, Code 15

Traffic Sign Assembly, Code 16

Traffic Sign Assembly, Code 17

B-6

Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

61700-2000

Line A2000 600 m2 $ $

61700-4000

Line A2020 540 m2 $ $

61700-5000

Line A2040 15 m2 $ $

61700-9000

Line A2060 200 m3 $ $

61800-1000

Line A2080 4,520 m $ $

61800-2000

Line A2100 6,000 m $ $

61800-3000

Line A2120 15 Each $ $

61800-4000

Line A2140 473 Each $ $

61800-5000

Line A2160 198 Each $ $

61800-6000

Line A2180 136 Each $ $

61800-7000

Line A2200 66 Each $ $

61800-8000

Line A2220 119 Each $ $

61800-9000

Line A2240 2,150 m $ $

61801-0000

Line A2260 105 Each $ $

62200-1000

Line A2280 1,690 m3 $ $

62200-2000

Line A2300 635 m3 $ $

62200-4000

Line A2320 350 m3 $ $

62200-5000

Line A2340 100 m3 $ $

62300-0000

Line A2360 1,900 m2 $ $

62500-1000

Line A2380 2,040 m3 $ $

Filter Blanket

Riprap Class IV

Filter Blanket Type A

Articulated Concrete Block

Furnishing and placing loamy topsoil

Reflective Raised Pavement Markings (two way yellow)

Reflective Raised Pavement Markings (two way yellow/red)

Reflective Raised Pavement Markings (two way clear/red)

Removal of Existing Pavement Markings

Reflective Raised Pavement Markings (one way white)

Dumped Rip-rap Class IV

Bed Course Material

Pavement Markings Thermoplastic (Yellow)

Pavement Markings Thermoplastic (White)

Pavement Markings Thermoplastic Symbols and letters (White)

Reflective Raised Pavement Markings (one way clear)

Reflective Raised Pavement Markings (one way yellow)

Concrete Paved Waterway Type I

Concrete Paved Waterway Type III

Concrete Paved Waterway Type IV

B-7

Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

62600-5000

Line A2400 2 Each $ $

62600-6000

Line A2420 16 Each $ $

62700-0000

Line A2440 145 m2 $ $

62800-0000

Line A2460 6,290 m2 $ $

63000-0000

Line A2480 21 Each $ $

63200-0000

Line A2500 80 m $ $

63500-0000

Line A2520 2 Each $ $

63500-1000

Line A2540 1 Each $ $

63500-2000

Line A2560 2 Each $ $

63500-3000

Line A2580 2 Each $ $

63500-4000

Line A2600 1 Each $ $

63500-5000

Line A2620 2 Each $ $

63500-6000

Line A2640 2 Each $ $

63500-7000

Line A2660 2 Each $ $

63500-8000

Line A2680 2 Each $ $

63500-9000

Line A2700 2 Each $ $

63501-0000

Line A2720 ALL LPSM $

63501-2000

Line A2740 700 m $ $

63501-3000

Line A2760 200 m $ $

63501-4000

Line A2780 700 m $ $

Conductor #266 ACSR.

PREPA M16-3

PREPA M16-4

PREPA M2-1

Removal of Existing PREPA Facilities

Conductor #1/0 ACSR.

Conductor #3/0 AL. ACSR.

PREPA CP-C1

PREPA CP-C5

PREPA CP-C6

PREPA 38-PC-7

PREPA 38-PC-6

PREPA M16-2

Maria (Calophyllum Antillanium)

Seeding

Sodding

AASHTO Deck Bulb Tee Deck BT-65

Cleaning and Repair of Storm Sewers (Waterway)

Utility Concrete Pole, Class H-6, 60'-0"

Palms (Roystonea Borinquena)

B-8

Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

63502-4000

Line A2800 1 CTSM 5,000.00$

63600-3000

Line A2820 2 Each $ $

63600-4000

Line A2840 170 m $ $

63600-5000

Line A2860 ALL LPSM $

63600-6000

Line A2880 85 m $ $

63600-7000

Line A2900 60 m $ $

63600-8000

Line A2920 2 Each $ $

63600-9000

Line A2940 1 Each $ $

63602-1000

Line A2960 1 CTSM 5,000.00$

63800-1000

Line A2980 ALL LPSM $

66000-0000

Line A3000 2 Each $ $

66100-1000

Line A3020 1 Each $ $

66400-0000

Line A3040 1,130 m $ $

66400-1000

Line A3060 790 m $ $

83400-0000

Line A3080 515 m3 $ $

83700-0000

Line A3100 1 m3 $ $

83700-1000

Line A3120 4 m2 $ $

83700-2000

Line A3140 4 m $ $

83700-3000

Line A3160 4 m2 $ $

83900-0000

Line A3180 1 Each $ $

Sealing of Joints with Epoxy Injection

Full-Depth Removal of Concrete - pneumatic

Vertical Shaft Type-I

Project Funding Sign

Milled Shoulder Rumble Strip (MSRS)

Milled Centerline Rumble Strip (MCRS)

Uncompacted Porous Granular Material

Concrete Patching Material

Impregnating of Corrosion Inhibitor

8" PVC, Gasketed AWWA C-900

8" Gate Valve

3/4" Air Vent

Utility Company Compensation (PRASA)

Maintenance of Traffic

Name Plates

Utility Company Compensation (PREPA)

4" Gate Valve

4" PVC, SDR-14

Removal of exis. PRASA facilities

8" Ductile Iron Pipe, Class 350, Mech. Joint. Rest.

B-9

Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

83900-1000

Line A3200 1 Each $ $

90100-0000

Line A3220 515 m $ $

91001-3000

Line A3240 1 Each $ $

91001-6000

Line A3260 3 Each $ $

91001-7000

Line A3280 4 Each $ $

91200-0000

Line A3300 155 m2 $ $

91300-4000

Line A3320 10 Each $ $

91600-0000

Line A3340 2 Each $ $

91900-0000

Line A3360 320 m $ $

91900-1000

Line A3380 320 m $ $

92400-0000

Line A3400 6,845 m2 $ $

92401-0000

Line A3420 20,295 m2 $ $

92500-4000

Line A3440 270 m $ $

92500-5000

Line A3460 50 m $ $

92500-6000

Line A3480 710 m $ $

93101-2000

Line A3500 60 SQM $ $

93101-3000

Line A3520 390 SQM $ $

93400-0000

Line A3540 930 m3 $ $

93400-1000

Line A3560 340 m3 $ $

93400-2000

Line A3580 660 m3 $ $

Removal and Disposal of Lead Based Paint (Painted Concrete Barrier)

Removal and Disposal of Lead Based Paint (Pavement Markings)

Class IV (General Use), Level of Permeability (2)

Class V (Bridge Deck), Level of Permeability (2)

Class V (General Use), Level of Permeability (2)

Ground Water Treatment System

Erosion Control Blanket

Turf Reinforcement Mat

Trench Drain Type I

Trench Drain Type II

Trench Drain Type-III

New Transition Module (More than 45 mph)

New Transition Module

Prefabricated Drainage Composite

Removal of Existing Traffic Signs

Bi-Directional Static Load Test

Dewatering Wells

Vertical Shaft Type-II

Drilled Shafts, 36 inch Diameter

Bridge Transition Upgrade

B-10

Schedule A

Project No:

PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9

Item No.

Quantity Unit Unit Price Amount

93400-4000

Line A3600 10 m3 $ $

93501-0000

Line A3620 20 Each $ $

93700-0000

Line A3640 115 m $ $

95500-0000

Line A3660 1 Each $ $

96300-1000

Line A3680 150 m2 $ $

96300-2000

Line A3700 220 m2 $ $

97100-0000

Line A3720 210 m $ $

97600-0000

Line A3740 1 Each $ $

97600-1000

Line A3760 1 Each $ $

98800-0000

Line A3780 195 m2 $ $

98800-1000

Line A3800 1,660 m3 $ $

99100-0000

Line A3820 6,500 m2 $ $

99200-0000

Line A3840 58,200 m3 $ $

99500-0000

Line A3860 680 m $ $

99500-1000

Line A3880 1 Each $ $

99500-2000

Line A3900 2 Each $ $

Micro-Piles, 7 IN. O.D. W 1/2 IN. Wall ThicknessCasing

Load Test Proof of Micropiles

Load Test Verification of Micropiles

Ornamental Steel Gate Type Two Leaf and Width 4.56 m

Ornamental Steel Gate Type Two Leaf and Width 4.08 m

Welded Wire Temporary Retaining Wall

Granular Material

Mechanically Stabalized Earth Slope

Special Borrow Embankment

Locate Utility, Test Pit

Sealing of construction joints in patching areas

Mailboxes Installation

Soil nail system no. 1

Soil nail system no. 2

Plugging and Abandon of exist. Culvert

Class III (General Use)

B-11

Schedule B

Project No:

PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14

Item No.

Quantity Unit Unit Price Amount

15001-0000

Line A0020 ALL LPSM $

15100-1000

Line A0040 ALL LPSM $

15102-0000

Line A0060 1 CTSM 3,135,000.00$

15401-0000

Line A0080 ALL LPSM $

15401-1000

Line A0100 ALL LPSM $

15401-3000

Line A0120 ALL LPSM $

15501-0000

Line A0140 ALL LPSM $

20100-0000

Line A0160 10 Cuerda $ $

20100-1000

Line A0180 60 Each $ $

20100-2000

Line A0200 209 Each $ $

20200-0000

Line A0220 ALL LPSM $

20300-0000

Line A0240 253,500 m3 $ $

20301-0000

Line A0260 61,000 m3 $ $

20500-0000

Line A0280 850 m3 $ $

20600-1000

Line A0300 6,945 m3 $ $

21000-2000

Line A0320 2,990 m 10.00$ 29,900.00$

21000-4000

Line A0340 3,765 m 15.00$ 56,475.00$

21001-3000

Line A0360 5 Each $ $

21100-0000

Line A0380 3,285 m3 $ $

Schedule Total: ________________________

Submitted by: _________________________

Soil erosion control, silt fence

Soil erosion control, straw bales

Soil erosion control, construction entrance

Construction survey and staking

Mobilization

Reimbursement for Municipality Tax Payments

Contractor testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Geotechnical Monitoring Program)

Bridge Approach Embankment

Borrow Class B

Trench Excavation

Unclassified Excavation for Structure

Construction schedule

Clearing and Grubbing

Cutting and Removing Trees, Large

Cutting and Removing Trees, Small

Removal Structures and Obstructions

Unclassified Excavation

B-12

Schedule B

Project No:

PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14

Item No.

Quantity Unit Unit Price Amount

30500-1000

Line A0400 2,545 m3 $ $

40300-1000

Line A0420 1,460 m3 $ $

42100-7000

Line A0440 1,825 TON $ $

42100-9000

Line A0460 2,785 TON $ $

60200-0000

Line A0480 2,285,470 LBS $ $

60300-2000

Line A0500 200 m $ $

60300-6000

Line A0520 930 m $ $

60301-5000

Line A0540 60 m $ $

60301-6000

Line A0560 25 m $ $

60301-7000

Line A0580 185 m $ $

60301-8000

Line A0600 10 m $ $

60302-0000

Line A0620 25 m $ $

60400-0000

Line A0640 30 m3 $ $

60400-1000

Line A0660 4 Each $ $

60400-4000

Line A0680 5 Each $ $

60400-8000

Line A0700 2 Each $ $

60400-9000

Line A0720 5 Each $ $

60500-3000

Line A0740 220 m $ $

60600-1000

Line A0760 285 m $ $

60600-4000

Line A0780 465 m $ $

6" Under Drain

W-beam Guardrail, Single Face

Removal, Storage and Delivery of Guardrail

Special Inlet Type A

Manholes Type A Diam.1.50m Height 3-6m

Inlet Type 4

24" Slotted Pipe

48" PEP Pipe Stiffness 17 (temporary)

60" PEP Pipe Stiffness 17 (temporary)

HPM Bituminous Pavement Mix Type S (75)(12)

HPM Bituminous Pavement Mix Type B (75)(34)

Reinforcing Steel

6 inch PEP Pipe Stiffness 50

Portland Cement Concrete for Drainage Structures

Bridge End Inlet

Lean Concrete Base

Asphalt Cold Milling

24" RCP Pipe (Class IV)

10" PVC Pipe SCH 40

30" RC Pipe Class IV

B-13

Schedule B

Project No:

PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14

Item No.

Quantity Unit Unit Price Amount

60600-8000

Line A0800 1 Each $ $

60604-3000

Line A0820 6 Each $ $

61000-1000

Line A0840 165 m $ $

61000-2000

Line A0860 30 m $ $

61101-0000

Line A0880 15 mo $ $

61300-1000

Line A0900 3 Each $ $

61300-2000

Line A0920 1 Each $ $

61300-3000

Line A0940 1 Each $ $

61300-4000

Line A0960 2 Each $ $

61300-5000

Line A0980 1 Each $ $

61300-6000

Line A1000 1 Each $ $

61300-7000

Line A1020 1 Each $ $

61300-8000

Line A1040 2 Each $ $

61300-9000

Line A1060 2 Each $ $

61400-2000

Line A1080 7,415 m3 $ $

61600-0000

Line A1100 58,825 LBS $ $

61700-2000

Line A1120 75 m2 $ $

61700-3000

Line A1140 1,450 m2 $ $

61700-4000

Line A1160 350 m2 $ $

61700-5000

Line A1180 10 m2 $ $

Structural Steel, Furnished, Fabricated and Erected

Concrete Paved Waterway Type I

Concrete Paved Waterway Type II

Concrete Paved Waterway Type III

Concrete Paved Waterway Type IV

Traffic Sign Assembly, Code 5

Traffic Sign Assembly, Code 6

Traffic Sign Assembly, Code 7

Traffic Sign Assembly, Code 8

Traffic Sign Assembly, Code 9

Gabions

Concrete Barrier F Shape, Type C

Field Office

Traffic Sign Assembly, Code 1

Traffic Sign Assembly, Code 2

Traffic Sign Assembly, Code 3

Traffic Sign Assembly, Code 4

New Crashworthy End Terminal Type I, TL-3

Thrie-Beam Transition Section, Type I

Concrete Barrier F Shape,Type B

B-14

Schedule B

Project No:

PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14

Item No.

Quantity Unit Unit Price Amount

61700-6000

Line A1200 30 m2 $ $

61700-7000

Line A1220 1,300 m2 $ $

61700-8000

Line A1240 100 m2 $ $

61800-1000

Line A1260 2,440 m $ $

61800-2000

Line A1280 3,083 m $ $

61800-4000

Line A1300 279 Each $ $

61800-6000

Line A1320 105 Each $ $

62200-1000

Line A1340 4,420 m3 $ $

62200-2000

Line A1360 2,595 m3 $ $

62200-6000

Line A1380 2,130 m3 $ $

62200-7000

Line A1400 1,970 m3 $ $

62200-8000

Line A1420 730 m3 $ $

62500-1000

Line A1440 3,215 m3 $ $

62600-5000

Line A1460 63 Each $ $

62600-6000

Line A1480 228 Each $ $

62600-7000

Line A1500 106 Each $ $

62600-8000

Line A1520 106 Each $ $

62700-0000

Line A1540 325 m2 $ $

63000-1000

Line A1560 30 Each $ $

63000-2000

Line A1580 15 Each $ $

AASHTO Deck Bulb Tee Deck BT-65, L=34.60 for span 2

Palms (Roystonea Borinquena)

Maria (Calophyllum Antillanium)

Roble Nativo (Tabebuia heterophylla)

Moca (Andira inermis)

Seeding

AASHTO Deck Bulb Tee Deck BT-65, L=35.10 for spans 1 &3

Dumped Rip-rap Class IV

Filter Blanket

Special Dumped Riprap

Grouted Riprap Class VIII

Dumped Riprap Class IX

Furnishing and placing loamy topsoil

Concrete Paved Waterway Type VI

Concrete Paved Waterway Type VII

Pavement Markings Thermoplastic (Yellow)

Pavement Markings Thermoplastic (White)

Reflective Raised Pavement Markings (one way clear)

Reflective Raised Pavement Markings (two way yellow)

Concrete Paved Waterway Type V

B-15

Schedule B

Project No:

PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14

Item No.

Quantity Unit Unit Price Amount

63000-3000

Line A1600 30 Each $ $

63000-4000

Line A1620 28 Each $ $

63000-5000

Line A1640 56 Each $ $

63400-0000

Line A1660 ALL LPSM $

63400-1000

Line A1680 ALL LPSM $

63501-0000

Line A1700 ALL LPSM $

63502-4000

Line A1720 1 CTSM 5,000.00$

63800-1000

Line A1740 ALL LPSM $

66000-0000

Line A1760 6 Each $ $

66100-1000

Line A1780 1 Each $ $

66400-0000

Line A1800 840 m $ $

66400-1000

Line A1820 505 m $ $

83400-0000

Line A1840 725 m3 $ $

90100-0000

Line A1860 1,285 m $ $

90100-1000

Line A1880 900 m $ $

90100-2000

Line A1900 435 m $ $

90100-3000

Line A1920 65 m $ $

91001-6000

Line A1940 6 Each $ $

91200-0000

Line A1960 340 m2 $ $

91600-0000

Line A1980 16 Each $ $

New Transition Module (More than 45 mph)

Prefabricated Drainage Composite

Bi-Directional Static Load Test

Mille Centerline Rumble Strip (MCRS)

Uncompacted Porous Granular Material

Drilled Shafts, 36 inch Diameter

Drilled Shafts, 60 inch Diameter

Permanent Casing, 60 inch Diameter

Permanent Casing, 71.65 inch Diameter

Removal of Existing PREPA Facilities

Utility Company Compensation (PREPA)

Maintenance of Traffic

Name Plates

Project Funding Sign

Mille Shoulder Rumble Strip (MSRS)

AASHTO Deck Bulb Tee Deck BT-65, L=35.10 for spans 1 &2

AASHTO Deck Bulb Tee Deck BT-65, L=35.10 for spans 1 & 6

AASHTO Deck Bulb Tee Deck BT-65, L=34.60 for spans 2 to 4

Adjustment of Facilities of PRTC

Adjustment of Facilities of ATT

B-16

Schedule B

Project No:

PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14

Item No.

Quantity Unit Unit Price Amount

92400-1000

Line A2000 20,570 m2 $ $

92401-0000

Line A2020 32,115 m2 $ $

93101-0000

Line A2040 ALL LPSM $

93101-3000

Line A2060 380 SQM $ $

93101-4000

Line A2080 70 SQM $ $

93200-0000

Line A2100 ALL LPSM $

93200-1000

Line A2120 1 CTSM 15,000.00$

93400-0000

Line A2140 165 m3 $ $

93400-1000

Line A2160 1,590 m3 $ $

93400-2000

Line A2180 3,145 m3 $ $

93400-3000

Line A2200 25 m3 $ $

93501-0000

Line A2220 12 Each $ $

93700-0000

Line A2240 890 m $ $

96200-0000

Line A2260 ALL LPSM $

96300-0000

Line A2280 2,570 m2 $ $

97100-0000

Line A2300 620 m $ $

99100-0000

Line A2320 12,210 m2 $ $

99100-1000

Line A2340 86,500 m3 $ $

Plugging and Abandon of exist. Culvert

Mechanically Stabalized Earth Slope

Special Borrow Embankment

Class V (General Use), Level of Permeability (2)

Class VI (General Use), Level of Permeability (2)

Locate Utility, Test Pit

Sealing of construction joints in patching areas

Cultural Resources Protection and Monitoring (Historic Bridge)

Soil nail system

Removal and Disposal of Lead Based Paint (Pavement Markings)

Removal and Disposal of Lead Based Paint (Non-Habitable Structures )

Asbestos Containing Materials Studies

Removal and Disposal of Asbestos Containing Materials

Class IV (General Use), Level of Permeability (2)

Class V (Bridge Deck), Level of Permeability (2)

Erosion Control Blanket Type 4

Turf Reinforcement Mat

Lead Based Paint Studies

B - 17

PRICE PROPOSAL SUMMARY

Project PR ER PRMNT RPR(10)

(1) Schedule A (Base Contract) Bid Total (from Page B-1) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-11) = (2) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) $____________________

Maximum Time Allowed for the Contract if all schedules are Awarded at the Same Time

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 1530 calendar days.

If Schedules A and B are NOT awarded at the same time:

If the Government awards the contract as Schedule A only, the performance period to complete all contract work will be 1080 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period of the contract will be extended 450 calendar days and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.

B Pages Changes Summary

B Pages changes

1. Delete the amended Price Proposal Bid Schedules and Price Proposal Summary, pages B-1 through B-17, and substitute with the Amendment No. 0003 Cost Proposal Bid Schedules and Price Proposal Bid Summary, pages B-1 through B-17.

a. Delete Pay Item on Schedule A:

1. Pay Item 93101-3000 Removal and Disposal of Lead Based Paint

b. Add Pay Items on Schedule A:

1. Pay Item 15401-3000 Contractor Testing (Geotechnical Monitoring Program)

2. Pay Item 93101-2000 Removal and Disposal of Lead Based Paint (Painted

Concrete Barrier)

3. Pay Item 93101-3000 Removal and Disposal of Lead Based Paint (Pavement

Markings)

c. Delete Pay Item on Schedule B:

1. Pay Item 93101-3000 Removal and Disposal of Lead Based Paint

d. Add Pay Items on Schedule B:

1. Pay Item 15401-3000 Contractor Testing (Geotechnical Monitoring Program)

2. Pay Item 93101-0000 Lead Based Paint Studies

3. Pay Item 93101-3000 Removal and Disposal of Lead Based Paint (Pavement

Markings)

4. Pay Item 93101-4000 Removal and Disposal of Lead Based Paint (Non-Habitable

Structures)

5. Pay Item 93200-0000 Asbestos Containing Materials Studies

6. Pay Item 93200-1000 Removal and Disposal of Asbestos Containing Materials

SCR Changes 1 of 9

Special Contract Requirement (J Pages) changes

1. Add the following after Subsection 154.02B, page J-96:

154.02C. Geotechnical Monitoring Program. Perform the work described on the project Plans, Sheets SS-1. No work may be performed on-site until qualifications and experience for the qualified Geotechnical Engineer have been approved by the CO. Provide weekly reports of the Monitoring Program.

2. Add the following to Subsection 154.07, page J-97:

Geotechnical Monitoring Program be evaluated under Subsection 106.02.

3. Add the following after Subsection 154.08(b), page J-97:

(c) Progress payments for Geotechnical Monitoring Program will be paid as follows:

• 25 percent of the pay item amount will be paid upon approval of the Geotechnical Engineer.

• An additional 60 percent of the pay item amount will be prorated based on work complete within the areas requiring the work and submission of associated documentation has been provided.

• The remaining portion of the pay item amount will be paid after work is complete and all required documentation has been submitted.

4. Add the following after Specification 925, page J-297:

SPECIFICATION 931 – REMOVAL AND DISPOSAL OF LEAD-BASED PAINTED

NON-HABITABLE STRUCTURES AND PAVEMENT MARKINGS CONTAINING

LEAD

DESCRIPTION

931.01 Scope. This work consists of the removal of lead-based paint on non-habitable structures and the disposal of the solid waste generated by these activities. This work includes but is not limited to planning, testing, analyzing, reporting, storing, packing, tracking, transporting, recycling and/or disposing of lead based paint on non-habitable structure and related solid waste including special waste and hazardous waste following the procedures established in PRHTA’s document titled “General Management Plan for the Removal of Components with Lead Based Paint in Non- Asphaltic Surfaces” (PMG by its Spanish Acronym). This work also includes the removal and disposal of pavement markings materials containing lead as required by Law. The contractor shall also perform all required inspections

SCR Changes 2 of 9 through duly licensed professionals to certify non-habitable structures are free of lead-based paint and to conform to any other applicable federal, state, and local laws, the Department of Natural and Environmental Resources (DNRA by its Spanish acronym) regulations, and these specifications.

931.02 Definitions.

(a) Hazardous Waste. Waste that contains lead-based paint and the paint contains more than 5PPM of lead in its composition as shown in the Toxicity Characteristic Leaching Procedure (TCLP) analysis in accordance with the requirements of the standard test method SW-846 enacted by the Environmental Protection Agency (EPA) in compliance with the Resource Conservation Recovery Act (RCRA).

(b) Lead Based Paint. Paint and pavement markings that has shown to have concentrations of equal or more than 1.0 mg/cm2 or 0.5 percent by weight or 5,000 parts per million by weight of total lead in the sample analyzed by using the EPA methods specified by the Housing and Urban Development (HUD) in a test conducted by an DRNA-certified Lead Based Paint Inspector using approved protocols and analytical methods

(c) Non-habitable structure. Any structure that is not intended to be used as home or shelter for human beings such as guardrail, guardrail components, miscellaneous concrete structures such as curbs, cantilevers, gutters, culverts, poles, pavements, traffic signals post bases, sidewalks, barriers, parapets, walls, and other surfaces.

(d) Non-hazardous Waste. Waste that contains less than 5PPM of lead in its composition as shown in the TCLP analysis.

(e) Special Waste. Non-habitable structure to be removed and disposed that has been found to contain lead-based paint.

(f) TCLP. Toxicity Characteristic Leaching Procedure. Test and analyze in accordance with the requirements of the standard test method SW-846 enacted by the EPA in compliance with the RCRA. This test and analysis is used to determine whether there are hazardous elements present in a waste. The test involves a simulation of leaching through a landfill and can provide a leaching rate that can prove if the waste is dangerous to the environment or not.

CONSTRUCTION REQUIREMENTS

931.03 The Contractor shall comply with applicable requirements of Chapter VI (Rules 1550 through 1557) of the Regulation for Proper Management of Lead-Based Paint Activities (Reglamento para el Manejo Adecuado de Actividades de Pintura con Base de Plomo - RMAAPBP) enforced by DRNA. These rules pertain to the permits required to perform the abatement, the proper removal, storage, and disposal of the lead based containing waste.

SCR Changes 3 of 9

Before commencing construction operations, the contractor is required to certify through a DRNA- certified lead-based paint inspector that the project is free of lead-based paint. This “negative certification” is required to obtain the Unique Incidental Permit (PUI by its Spanish Acronym) from the Puerto Rico Permit Management Office’s (OGPe by its Spanish Acronym) before the commencement of construction activities.

931.04 Qualifications. For performing the work required in this specification, the Contractor shall employ DRNA registered and certified professionals and companies in compliance with applicable requirements of Chapter V (Rules 1540 through 1547) and Chapter VI (Rules 1550 to 1557) of the Regulation for the Proper Control of Lead-Based Paint Activities enforced by the DRNA.

931.05 Submittals and Permits. Before commencing work on non-habitable structures that contain lead based paint the contractor is required to obtain a General Permit for Lead Base Paint Abetment Activities from the OGPe using form PGPB-001. Once the lead based paint removal and abetment activities are completed the contractor shall obtain the PUI to commence construction work. When filing for the PUI, the contractor is required to submit a certification from a DRNA-certified lead-based paint inspector that the project is free of lead-based paint using form PG-10. This “negative certification” is required to obtain the PUI before working with any of the components that may contain lead-based paint.

The Contractor shall develop and submit to the Engineer 10 days prior to the preconstruction conference, a General Work Plan (PTG by its Spanish Acronym) and Management Plan following the procedures of the PMG for review and approval of the Engineer. This plan needs to describe in detail how the special waste generated by the project will be removed, handled, managed, recycled and/or disposed of in compliance with all applicable laws and regulations.

(a) General Work Plan (PTG). The PTG shall be developed by an DRNA certified lead based paint inspector and submitted to the Engineer using form PG-013. The plan shall detail the procedures to be implemented to complete this work in compliance with all the local and federal laws and regulations. At a minimum, include the following:

(1) In accordance with Subsection 931.04, a list and qualifications of contractor personnel, subcontractors, and licensed professionals that will participate in completing, managing, and overseeing the performance of the removal and disposal of lead-based painted non-habitable structures in the project;

(2) the sequencing of the removal and disposal work;

(3) use of recycling facilities for performing the work, when applicable;

(4) the location, size, layout and details of the work areas and the workers’ decontamination facilities as applicable;

(5) the interface of trades involved in the performance of the work;

(6) the methods for performing compliance testing of air quality per applicable OSHA

SCR Changes 4 of 9 requirements;

(7) methods to protect and assure the quality of the natural environment (i.e.; water, soil, etc.) during removal and collection of special waste;

(8) detailed description of the methods to be employed to control pollution, reduce lead dust generation in the work area, and packaging of lead-based painted guardrail, guardrail components, dust and debris;

(9) description of the Personal Protection Equipment (PPE) that will be used to comply with OSHA requirements including the submission of any applicable or required exposure monitoring to demonstrate the adequacy of respiratory and worker protection equipment selected;

(10) discussion of the special or hazardous waste disposal plan including the use of DOT- certified storage, transportation, and location of the disposal site;

(11) process for reporting findings of TCLP analysis for determining presence and amount of hazardous waste;

(12) proof of coordination with disposal site indicating that they will accept the materials for disposal (disposal manifest);

(13) copy of the landfill operational permit; and

(14) process for reporting to the Engineer the documentation submittals, status, and approval of local permits and certifications for the removal and recycling or disposal of non-habitable structures using applicable and required forms as shown in the PMG document.

931.05 Recycling. The contractor may select to use DRNA-certified recycling facilities available in the island for performing the removal and disposal of lead-based painted guardrail and guardrail components. All the work necessary for coordinating with these companies for performing the removal of lead based paint shall be the responsibility of the contractor. Refer to Subsection 107.01.

931.06 Determination of Lead Base Paint Presence. The presence or absence of lead based paint in non-habitable structures to be removed shall be established by testing performed by DRNA- certified lead-based paint inspectors using approved protocols and analytical methods.

(a) Testing performed by Government. The contract documents include all the testing and analysis performed by the Government to determine presence of lead based paint on non-habitable structures that are known to be removed or reconstructed as part of the required project work.

(b) Presence of Lead Based Paint. If testing shows presence of lead base paint in the non- habitable structures to be removed or reconstructed, the waste generated during

SCR Changes 5 of 9 removal of lead- based paint will be considered a “Special Waste”. The contractor is required to perform the necessary arrangements to segregate the special waste from other stream of waste that will be generated during project construction and dispose of them in accordance with applicable laws and regulations. For non-habitable structures that will be recycled through DRNA- certified businesses, the contractor shall ensure the removal, handling, and disposal of the materials containing lead-based paint by the qualified recycling entity are in compliance with required laws and regulations.

(c) Contractor testing required. The contractor shall perform all required TCLP testing and analysis in accordance with RCRA procedures to determine toxicity of lead-based paint in non- habitable structures to be removed in this project in accordance with this specification and all applicable laws and regulations. The PMG requires a minimum of two samples for each stored material to ensure the quality and accuracy of the testing performed. For non-habitable structures that will be recycled through DRNA-certified businesses, the contractor shall require that TCLP testing be included as part of the services rendered by the qualified recycling entity.

(d) Absence of Lead Based Paint. If paint testing shows that no lead based paint is present in the non-habitable structures to be removed in the project, the resulting waste would not be considered as a Special Waste as per the DRNA’s regulations. This determination pertains only to the presence of lead based paint on the waste, and does not apply if other hazardous characteristics independent of the lead content of the waste are present. If no lead based paint is detected in the project, the generated waste can be disposed in any DRNA/EPA approved facility. In the case of non- habitable structures such as guardrail and guardrail components that do not have lead-based paint, the material will be delivered to appropriate locations as established in Section 606 of these specifications.

931.07 Removal of Special Waste. For non-habitable structures that will not be recycled by a DRNA certified facility in Puerto Rico, the contractor shall perform the removal and abatement of the lead based paint on-site. The process for on-site lead-based paint removal and disposal shall be implemented as described in the DRNA-approved PMG. For the collection and transportation of lead-based paint, the contractor shall obtain DRNA permit for collection of special waste and transporting of non-hazardous waste (DS-1). Refer to PMG form PGC-005.

During the removal of the lead-based paint on non-habitable structures and generation of special waste, the Contractor shall prevent the contamination of the surrounding environment as part of the works covered in this specification at no additional cost to the Government.

931.08 Disposal of Special Waste. The contractor shall perform required testing in compliance with subsection 931.06(c) to determine packaging, tracking, transportation, and destination for the disposal of special waste.

(a) Hazardous Waste – If TCLP testing indicates that the waste contains more than 5 PPM (mg/L) for lead, the waste is deemed as hazardous waste and the material shall be managed and disposed of at an approved EPA facility under the RCRA regulations. At

SCR Changes 6 of 9 present, there are no such facilities approved for final disposal in Puerto Rico, and therefore, the contractor will need to coordinate for the waste to be shipped to approved facilities in the continental United States.

(b) Non-hazardous Waste - If TCLP testing indicates that the waste has less than 5 PPM (mg/L) for lead, this special waste is classified as non-hazardous. This special waste can be disposed locally at an approved Sanitary Fill System (SRS by its Spanish Acronym) facility in Puerto Rico. A Permit to dispose special waste must be obtained from the DRNA as set forth in Rule 1558 of the Regulation for the Control of Lead Based Paint Mitigation Activities (RCLBPMA) and the PUI. For non-habitable structures that will be recycled, the contractor shall ensure the removal, handling, and recycling of the materials containing lead-based paint and any related disposal of non-hazardous waste by the DRNA qualified recycling entity that are in compliance with required laws and regulations.

(c) Packaging and transporting of waste. All special waste and hazardous waste from the described activities shall be stored and transported to their final destination using DOT approved containers and DRNA and DTOP licensed transporters. These containers shall be labeled indicating its contents. For hazardous waste, the contractor shall prepare the Uniform Hazardous Waste Manifest (EPA Form 8700-22) for tracking the chain of custody for the waste from the point it leaves the site to final disposition in accordance with DRNA requirements and submit for the Engineer’s signature.

MEASUREMENT

931.09 Measure the Section 931 pay items in the bid schedule according to Subsection

109.02 and the following as applicable:

(a) The complete item includes all required tools, materials, equipment, and labor for removal and disposal of the lead-based painted non-habitable structure, including testing, inspecting, reporting, packaging, transporting, recycling and disposing of lead based paint in non-habitable structures, and the development and management of work and management plans, manifesto, certifications including “negative certifications”, and all support documentation necessary for the removal of non-habitable structure and pavement markings and, if needed, the delivery to the approved disposal site in Puerto Rico or outside of Puerto Rico following the procedures established in PRHTA’s document titled “General Management Plan for the Removal of Components with Lead Based Pain in Non-Asphaltic Surfaces” and applicable Laws.

PAYMENT

931.10 The accepted quantities will be paid for at the contract price per unit of measurement for the 931 pay items listed in the bid schedule. Payment will be full compensation for the

SCR Changes 7 of 9 work prescribed in this Section. See Subsection 109.05.

SPECIFICATION 932 – TESTING, REMOVAL, AND DISPOSAL OF ASBESTOS

932-1 DESCRIPTION

932-1.01 Scope. The work consists of testing structures for asbestos containing materials, performing hazards assessments, and the removal and disposal of asbestos containing materials in conformance with these specifications and as ordered by the CO.

This specification addresses the need to certify the absence of Asbestos Containing Materials (ACM) within the project area. A negative certification is required by the Puerto Rico Environmental Quality Board (EQB) as a prerequisite to issue the General Consolidated Permit (GCP) for the project. If ACM is found within project site, it shall be removed from the project area only after obtaining the EQB permits using certified professional and companies licensed by the EQB to transport the special waste to a permitted final disposal facility.

932-2 LAWS AND REGULATIONS

932-2.01 The Contractor shall comply with all Federal, Commonwealth and Local Environmental laws, regulations, standard codes and ordinances.

932-2.02 The Contractor shall comply in full with all the necessary requirements for management of the wastes generated as a result of the abatement activities.

932-3 CONSTRUCTION REQUIREMENTS

932-3.01 Asbestos Containing Materials Studies. This work consists of performing inspections and testing by qualified personnel of properties to be identified to be demolished for which ACM studies are not provided within the contract documents to determine the presence or absence of ACM and issuing a Negative Asbestos Certification to certify the absence of ACM in the project.

Inspection for the presence of ACM shall be performed only by qualified and EQB accredited persons. Such persons shall be registered and accredited by the EQB to perform the asbestos inspections using the protocols developed under the Asbestos Hazard Emergency Response Act (AHERA). Specific regulations pertaining to these procedures can be found at 40 CFR Part 763.

(a) Determination of ACM Presence. Perform inspections to determine the presence or absence of ACM following the inspection methodologies contained in the AHERA Regulations and conducting a physical assessment of suspect materials. Assess the condition of the suspect material and the potential for future disturbance as part of the assessment.

Following this initial assessment, perform a hazard assessment if a suspect material has been detected. Test suspect ACM materials using the EPA approved Polarized Light Microscopy

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(PLM) method. This method is used to test bulk samples and involves the use of a light microscope equipped with polarizing filters.

The numbers of samples to be collected to comply with AHERA protocols are as follows:

1. For homogeneous areas of less than 1,000 square feet, three (3) samples will be collected.

2. For homogeneous areas comprising between 1,000 and 3,000 square feet, five (5) samples will be collected.

3. For homogeneous areas exceeding 5,000 square feet, seven (7) samples will be collected.

The presence of ACM is considered…