Amendment 0002 - PR ER DOT PRMNT RPR(12).pdf

PDF 7 MB Posted May 15, 2023

Attached to: Landslide Repairs to Roadways in Ciales, Corozal, and Orocovis, Puerto Rico
Solicitation number: 693C73-23-B-000010
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation seeks sealed bids from certified Small Business Concerns for a landslide repair project in Puerto Rico. Work includes embankment reconstruction, retaining walls, drainage, pavement repair and replacement of guardrails across multiple roadways. The project will be split into schedules, with the total cost expected between $10-20 million. Schedule B cannot be executed until utility endorsements are received, and Schedule C cannot be executed until additional endorsements are received. Bids are due as specified in solicitation block 13a. Firms must register in the System for Award Management for payment. The solicitation provides details on bid submissions and security procedures for attending bid openings.

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(x)

693C7323B000010 x x 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.

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: ACQUISITION

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1405/15/20230002

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

04/14/2023

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 DOT PRMNT RPR(12)

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (Schedule A) to:

a) Replace the Bid Schedule to add pay items, remove pay items, and revise unit.

b) See Bid Schedule Changes Summary_Amendment 2.pdf for details.

2) Revise the Plan as follows:

a) Schedule A (AC-804579): Replace HWY-384 Sheet 42 (RD-A/1) Tree Inventory Plan, HWY-385

Sheet 78 (RD-B/1) Tree Inventory Plan, and HWY-386 Sheet 108 (RD-C/9) Tree Inventory Plan.

b) Schedule B (AC-858579): Replace HWY-275 Sheet 115 (PP-L/1) Plan and Profile sheet, Continued ...

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)

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

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 29

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7323B000010/0002

HWY-273 Sheet 92 (PP-K/1), Plan and Profile sheet, and HWY-267 Sheet 11 (GR-H/7), Quantity

Summary and Demolition Plan sheet.

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

4) The Bid Opening date will be rescheduled to

May 23, 2023, 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. 0002

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project PR ER DOT PRMNT RPR(12)

Puerto Rico Highway and Transportation Authority Landslide repairs in Ciales, Corozal, and Orocovis, Puerto Rico

Solicitation: 693C73-23-B-000010

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (Schedule A) to:

a) Replace the Bid Schedule to add pay items, remove pay items, and revise unit.

b) See Bid Schedule Changes Summary_Amendment 2.pdf for details.

2) Revise the Plan as follows:

a) Schedule A (AC-804579): Replace HWY-384 Sheet 42 (RD-A/1) Tree Inventory Plan, HWY-385 Sheet 78 (RD-B/1) Tree Inventory Plan, and HWY-386 Sheet 108 (RD-C/9) Tree Inventory Plan.

b) Schedule B (AC-858579): Replace HWY-275 Sheet 115 (PP-L/1) Plan and Profile sheet, HWY-273 Sheet 92 (PP-K/1), Plan and Profile sheet, and HWY-267 Sheet 11 (GR-H/7), Quantity Summary and Demolition Plan sheet.

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

4) The Bid Opening date will be rescheduled to May 23, 2023, at 2:00 p.m. EST.

B Pages Changes Summary Page 1 of 1

B Pages changes

1. Delete Cost Proposal Bid Schedules and Cost Proposal Summary Pages B-1 through B-5 and substitute with the amended Cost Proposal Bid Schedules and Cost Proposal Summary, pages B-1 through B-5.

a) Revised bid quantities for the following Schedule A pay items:

1. Pay item 93400-4000 Class III (General Use)

2. Pay item 93400-6000 Class IV (General Use), Level of Permeability (2)

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

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-282, HWY-283), PR-5568 (HWY-334, 335), PR-568 (HWY-336)

Item No. Quantity Unit Unit Price Amount

15000-1000 Line 0020 ALL LPSM $

15100-1000 Line 0040 ALL LPSM $

15102-0000 Line 0060 1 CTSM $ 480,000.00$

15401-0000 Line 0080 ALL LPSM $

15401-1000 Line 0100 ALL LPSM $

15501-0000 Line 0120 ALL LPSM $

20100-1000 Line 0140 ALL LPSM $

20100-2000 Line 0160 15 Each $ $

20200-1000 Line 0180 ALL LPSM $

20200-4000 Line 0200 30 m2 $ $

20200-4100 Line 0220 15 M $ $

20200-8000 Line 0240 120 m2 $ $

20300-1000 Line 0260 12,400 m3 $ $

20300-5000 Line 0280 3,200 m3 $ $

20500-1000 Line 0300 580 m3 $ $

20600-1000 Line 0320 5,400 m3 $ $

20600-2000 Line 0340 1,250 m3 $ $

20600-5000 Line 0360 ALL LPSM $

20700-1000 Line 0380 460 m3 $ $

Unclassified Excavation for Structures

Rock Excavation for Structures

Temporary Shoring and Bracing

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Foundation Fill

Unclassified Excavation

Borrow Class B

Trench Excavation, Unclassified

Clearing and Grubbing

Cutting and Removing Trees, Small (12" to 24" Diameter)

Removal of Structures and Obstructions

Removal of Structure (Concrete Gutter)

Removal of Structure (Concrete Curb)

Removal of Bituminous Concrete Pavement

B-1

Ricardo.Reyes Text Box

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-282, HWY-283), PR-5568 (HWY-334, 335), PR-568 (HWY-336)

Item No. Quantity Unit Unit Price Amount

20900-1000 Line 0400 55 m3 $ $

21000-1000 Line 0420 840 M 10.00$ 8,400.00$

21000-2000 Line 0440 190 Each 15.00$ 2,850.00$

21000-8000 Line 0460 80 M 105.00$ 8,400.00$

21100-0000 Line 0480 2,100 m3 $ $

21200-0000 Line 0500 ALL LPSM $

30100-1000 Line 0520 350 m3 $ $

30400-1000 Line 0540 110 m3 $ $

30500-2000 Line 0560 150 m3 $ $

40300-1100 Line 0580 90 m3 $ $

42100-1000 Line 0600 270 TON $ $

42100-2000 Line 0620 305 TON $ $

60200-1000 Line 0640 195,000 LBS $ $

60300-2000 Line 0660 45 M $ $

60300-4000 Line 0680 10 M $ $

60402-5000 Line 0700 1 Each $ $

60402-8000 Line 0720 2 Each $ $

60402-9300 Line 0740 1 Each $ $

60402-9400 Line 0760 2 Each $ $

Inlet Type 4A

Inlet Type 4A (Modified)

36" Reinforced Concrete Pipe Class-III

Headwall, Type B

Inlet Type 5

Lean Concrete Base

Cold Milling Bituminous Concrete Pavement

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

Straw Bales

Floating Turbidity Barrier

Bridge Approach Embankment

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

Reinforcing Steel

24" Reinforced Concrete Pipe Class-III

Sheathing

Silt Fence

Reconditioning of Shoulder & Ditches

Subbase Course

Aggregate Base Course

B-2

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-282, HWY-283), PR-5568 (HWY-334, 335), PR-568 (HWY-336)

Item No. Quantity Unit Unit Price Amount

60500-5000 Line 0780 115 M $ $

60500-7000 Line 0800 15 M $ $

60600-1000 Line 0820 390 M $ $

60600-4000 Line 0840 20 M $ $

60600-5000 Line 0860 3 Each $ $

60600-8000 Line 0880 20 M $ $

60600-9000 Line 0900 6 Each $ $

60700-1000 Line 0920 390 M $ $

60700-3000 Line 0940 170 M $ $

60900-1000 Line 0960 130 M $ $

60900-4000 Line 0980 10 M $ $

61000-3000 Line 1000 20 M $ $

61101-1000 Line 1020 27 mo $ $

61310-3000 Line 1040 1 Each $ $

61310-4100 Line 1060 4 Each $ $

61310-6100 Line 1080 4 Each $ $

61310-8100 Line 1100 2 Each $ $

61400-1000 Line 1120 80 m3 $ $

61500-9000 Line 1140 250 M $ $

Traffic Sign Assembly, Code 8, 9

Gabions

Soldier Pile W14x74

Concrete Gutter (Shallow)

Concrete Barrier, Type C

Field Office

Traffic Sign Assembly, Code 3

Traffic Sign Assembly, Code 4, 5

Traffic Sign Assembly, Code 6, 7

New Crashworthy End Terminal Type II, TL-2

W-beam Guardrail, Single Face, (Concrete Slab Mounted)

ThrieBeam Transition Section, Type II

Barbed Wire Fence, Type A

Chain-Link Fence, Type A

Combination Concrete Curb and Gutter, Type-F

6" Under Drain, Perforated PVC

4" Under Drain, Perforated PVC

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

B-3

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-282, HWY-283), PR-5568 (HWY-334, 335), PR-568 (HWY-336)

Item No. Quantity Unit Unit Price Amount

61700-1000 Line 1160 280 m2 $ $

61700-1300 Line 1180 25 m3 $ $

61800-2000 Line 1200 750 M $ $

61800-3000 Line 1220 40 M $ $

62100-2000 Line 1240 2 Each $ $

62100-3000 Line 1260 55 Each $ $

62200-1000 Line 1280 910 m3 $ $

62200-1100 Line 1300 1,120 m3 $ $

62200-2000 Line 1320 25 m3 $ $

62200-6100 Line 1340 25 m3 $ $

62200-7000 Line 1360 10 m3 $ $

62200-8000 Line 1380 750 m3 $ $

62200-9000 Line 1400 3,100 m3 $ $

62500-1000 Line 1420 190 m3 $ $

62700-2000 Line 1440 2,000 m2 $ $

62800-0000 Line 1460 25 m2 $ $

63500-0000 Line 1480 ALL LPSM 10,000.00$

63500-5100 Line 1500 2 Each $ $

63500-7700 Line 1520 1 Each $ $

Sodding

Removal of Existing Facilities (PREPA)

Concrete Pole, Self Support, 45 FT, H-4

PREPA Standard, K-1

Filter Blanket, Type C

Filter Blanket, Type D

Dumped Riprap, Class VII

Dumped Riprap, Class VIII

Furnishing and Placing Loamy Topsoil

Seeding, (with mulch)

Thermoplastic Pavement Marking Stripes, Yellow (0.15 mts. Width)

Hectometer Marker

Right of Way Marker

Dumped Riprap, Class 1

Dumped Riprap, Class IX

Dumped Riprap, Class II

Concrete Paved Waterway

Bed Course Material

Thermoplastic Pavement Marking Stripes, White (0.15 mts. Width)

B-4

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-282, HWY-283), PR-5568 (HWY-334, 335), PR-568 (HWY-336)

Item No. Quantity Unit Unit Price Amount

63500-7800 Line 1540 1 Each $ $

63504-2000 Line 1560 1 CTSM $ 10,000.00$

63505-1000 Line 1580 264 M $ $

63505-2000 Line 1600 64 M $ $

63600-8000 Line 1620 ALL LPSM $

63601-1100 Line 1640 95 M $ $

63602-9000 Line 1660 145 M $ $

63604-8000 Line 1680 1 CTSM $ $

63800-0000 Line 1700 ALL LPSM $

66000-0000 Line 1720 1 each $ $

66100-1000 Line 1740 6 Each $ $

90900-0000 Line 1760 350 m2 $ $

91001-7000 Line 1780 4 Each $ $

92600-1000 Line 1800 180 m2 $ $

93400-4000 Line 1820 325 m3 $ $

93400-5000 Line 1840 130 m3 $ $

93400-6000 Line 1860 800 m3 $ $

93501-0000 Line 1880 17 Each $ $

Class III (General Use)

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

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

Locate Utility, Test Pit

Maintenances of Traffic

Name Plates

Project Funding Sign

Prefabricated Drainage Composite

Modified Transition Module (Cast-In-Place)

Mechanically-Stabilized Earth Walls (MSEW)

1/0 #2 AWG CU TRXLPE

1/0 #2 AWG CU 600 XITHN

Removal of Existing Facilities (PRASA)

4" PVC Pipe, SDR 35

6" Ductile Iron Pipe, Class 350

Utility Company Compensation (PRASA)

PREPA Standard, K-2

Utility Company Compensation (PREPA)

B-5

Ricardo.Reyes

Schedule B

Project No: PR ER DOT PRMNT RPR(12)

PR-155 (HWY-267) AND PR-156 (HWY-270, 271, 273, AND 275)

Item No. Quantity Unit Unit Price Amount

15000-1000 Line 0020 ALL LPSM $

15100-1000 Line 0040 ALL LPSM $

15102-0000 Line 0060 1 CTSM 310,000.00$ 310,000.00$

15401-0000 Line 0080 ALL LPSM $

15401-1000 Line 0100 ALL LPSM $

15501-0000 Line 0120 ALL LPSM $

20100-1000 Line 0140 ALL LPSM $

20100-2000 Line 0160 17 Each $ $

20100-4000 Line 0180 2 Each $ $

20200-1000 Line 0200 ALL LPSM $

20200-3000 Line 0220 120 M $ $

20200-8000 Line 0240 450 m2 $ $

20200-9000 Line 0260 1 Each $ $

20300-1000 Line 0280 2,000 m3 $ $

20300-1100 Line 0300 3,300 m3 $ $

20300-5000 Line 0320 2,100 m3 $ $

20600-5000 Line 0340 ALL LPSM $

20700-1000 Line 0360 5 m3 $ $

21000-1000 Line 0380 650 M 10.00$ 6,500.00$

Borrow Class B

Temporary Shoring and Bracing

Foundation Fill

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Silt Fence

Removal of Headwall

Unclassified Excavation

Unclassified Excavation (For Structures)

Clearing and Grubbing

Cutting and Removing Trees, Small (12" to 24" Diameter)

Cutting and Removing Trees, Large (Over 24" Diameter)

Removal of Structures and Obstructions

Removal of Concrete Barrier

Removal of Bituminous Concrete Pavement

B-6

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-155 (HWY-267) AND PR-156 (HWY-270, 271, 273, AND 275)

Item No. Quantity Unit Unit Price Amount

21000-2000 Line 0400 1,150 Each 15.00$ 17,250.00$

30100-1000 Line 0420 1,300 m3 $ $

30400-1000 Line 0440 220 m3 $ $

40300-1100 Line 0460 180 m3 $ $

42100-1000 Line 0480 750 TON $ $

42100-2000 Line 0500 650 TON $ $

60200-1000 Line 0520 400 LBS $ $

60300-5100 Line 0540 12 M $ $

60402-4000 Line 0560 1 Each $ $

60402-8000 Line 0580 1 Each $ $

60600-1000 Line 0600 230 M $ $

60600-4000 Line 0620 130 M $ $

60700-1000 Line 0640 800 M $ $

60900-1000 Line 0660 125 M $ $

60900-2000 Line 0680 40 M $ $

61000-3000 Line 0700 100 M $ $

61000-3000 Line 0720 75 M $ $

61101-1000 Line 0740 20 mo $ $

61310-1000 Line 0760 3 Each $ $

Field Office

Traffic Sign Assembly, Code 1

Concrete Curb, Type-D

Concrete Barrier, Type C (Modified)

Concrete Barrier, Type C

Headwall, Type A

Inlet Type 5

W-Beam Guardrail, Single Face

Aggregate Base Course

Cold Milling Bituminous Concrete Pavement

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

Removal, Storage and Delivery of Existing Guardrail

Barbed Wire Fence, Type A

Combination Concrete Curb and Gutter, Type-F

Straw Bales

Subbase Course

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

Reinforcing Steel

42" Reinforced Concrete Pipe Class-III

B-7

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-155 (HWY-267) AND PR-156 (HWY-270, 271, 273, AND 275)

Item No. Quantity Unit Unit Price Amount

61310-2000 Line 0780 3 Each $ $

61310-3100 Line 0800 10 Each $ $

61310-6000 Line 0820 10 Each $ $

61311-1100 Line 0840 3 Each $ $

61311-1300 Line 0860 2 Each $ $

61400-1000 Line 0880 900 m3 $ $

61700-1100 Line 0900 70 m2 $ $

61700-1200 Line 0920 250 m2 $ $

61800-2000 Line 0940 1,350 M $ $

61800-3000 Line 0960 1,590 M $ $

62100-1000 Line 0980 3 Each $ $

62100-3000 Line 1000 100 Each $ $

62101-1000 Line 1020 8 Each $ $

62200-1000 Line 1040 25 m3 $ $

62200-6000 Line 1060 8 m3 $ $

62500-1000 Line 1080 80 m3 $ $

62600-8100 Line 1100 60 Each $ $

62600-8200 Line 1120 100 Each $ $

62700-3000 Line 1140 2,300 m2 $ $

Planting Wedelia Trilobata

Planting Bambusa Vulgaris

Jute Mesh

Kilometer Marker

Right of Way Marker

Object Markers

Dumped Riprap, Class 1

Filter Blanket, Type B

Furnishing and Placing Loamy Topsoil

Traffic Sign Assembly, Code 13

Gabions

Concrete Paved Waterway, Type III

Concrete Paved Waterway, Type II

Thermoplastic Pavement Marking Stripes, White (0.15 mts. Width)

Thermoplastic Pavement Marking Stripes, Yellow (0.15 mts. Width)

Traffic Sign Assembly, Code 2

Traffic Sign Assembly, Code 3, 4

Traffic Sign Assembly, Code 6

Traffic Sign Assembly, Code 11

B-8

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-155 (HWY-267) AND PR-156 (HWY-270, 271, 273, AND 275)

Item No. Quantity Unit Unit Price Amount

63200-3000 Line 1160 1 Each $ $

63200-6000 Line 1180 300 m2 $ $

63500-0000 Line 1200 ALL LPSM $

63500-6000 Line 1220 100 M $ $

63500-6100 Line 1240 385 M $ $

63500-7000 Line 1260 1 Each $ $

63500-7010 Line 1280 1 Each $ $

63500-7020 Line 1300 1 Each $ $

63500-7030 Line 1320 1 Each $ $

63500-7100 Line 1340 2 Each $ $

63500-7200 Line 1360 4 Each $ $

63500-7300 Line 1380 4 Each $ $

63500-7400 Line 1400 2 Each $ $

63500-7500 Line 1420 1 Each $ $

63500-7600 Line 1440 1 Each $ $

63500-8000 Line 1460 1 Each $ $

63504-2000 Line 1480 1 CTSM 10,000.00$ 10,000.00$

63600-1000 Line 1500 135 M $ $

63600-4000 Line 1520 6 Each $ $

Utility Concrete Pole, Class H-6

Utility Company Compensation (PREPA)

4" PVC Pipe, DR 14

4" Gate Valve

CP-C5 (PREPA)

E1-2-3 (PREPA)

F1-1 (PREPA)

K-6 (PREPA)

T-2 (PREPA)

STL-10 (PREPA)

#3 ACSR Tripex (Conduit)

#3/0 AL ACSR (Conduit)

M16-2 (PREPA)

M16-3 (PREPA)

M16-4 (PREPA)

M2-1 (PREPA)

Cleaning and Repair of Manholes, Inlets and Catch Basins

Cleaning and Reshaping Existing Ditches and Channels

Removal of Existing Facilities (PREPA)

B-9

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-155 (HWY-267) AND PR-156 (HWY-270, 271, 273, AND 275)

Item No. Quantity Unit Unit Price Amount

63600-4100 Line 1540 4 Each $ $

63600-4200 Line 1560 2 Each $ $

63600-6000 Line 1580 90 M $ $

63600-6100 Line 1600 45 Each $ $

63600-7000 Line 1620 3 Each $ $

63600-8000 Line 1640 ALL LPSM $

63604-8000 Line 1660 1 CTSM 10,000.00$ 10,000.00$

63800-0000 Line 1680 ALL LPSM $

64000-6000 Line 1700 250 Each $ $

64000-7000 Line 1720 170 Each $ $

66100-1000 Line 1740 4 Each $ $

92600-1000 Line 1760 260 m2 $ $

92600-2000 Line 1780 550 m3 $ $

93400-4000 Line 1800 7 m3 $ $

93501-0000 Line 1820 15 Each $ $

Locate Utility, Test Pit

Reflective Raised Pavement Markers, Two way, Clear-Red

Reflective Raised Pavement Markers, Two way, Yellow-Yellow

Project Funding Sign

Mechanically-Stabilized Earth Walls (MSEW)

Granular Material

Class III (General Use)

10" PVC Pipe DR 14

12" PVC Pipe DR 14

Manhole Adjustment (PRASA)

Removal of Existing Facilities (PRASA)

Utility Company Compensation (PRASA)

Maintenances of Traffic

10" Gate Valve

12" Gate Valve

B-10

Ricardo.Reyes

Schedule C

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-281 AND HWY-285)

Item No. Quantity Unit Unit Price Amount

15000-1000 Line 0020 ALL LPSM $

15100-1000 Line 0040 ALL LPSM $

15102-0000 Line 0060 1 CTSM 140,000.00$ 140,000.00$

15401-0000 Line 0080 ALL LPSM $

15401-1000 Line 0100 ALL LPSM $

15501-0000 Line 0120 ALL LPSM $

20100-1000 Line 0140 ALL LPSM $

20100-2000 Line 0160 1 Each $ $

20200-1000 Line 0180 ALL LPSM $

20200-4000 Line 0200 30 m2 $ $

20200-8000 Line 0220 120 m2 $ $

20300-1000 Line 0240 250 m3 $ $

20300-4000 Line 0260 650 m3 $ $

20300-5000 Line 0280 140 m3 $ $

20500-1000 Line 0300 20 m3 $ $

20600-2000 Line 0320 1,040 m3 $ $

20600-5000 Line 0340 ALL LPSM $

21000-1000 Line 0360 150 M 10.00$ 1,500.00$

21000-2000 Line 0380 100 Each 15.00$ 1,500.00$

Rock Excavation for Structures

Temporary Shoring and Bracing

Silt Fence

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Construction Schedule

Straw Bales

Borrow Class A

Borrow Class B

Trench Excavation, Unclassified

Clearing and Grubbing

Cutting and Removing Trees, Small (12" to 24" Diameter)

Removal of Structures and Obstructions

Removal of Structure (Concrete Gutter)

Removal of Bituminous Concrete Pavement

Unclassified Excavation

B-11

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-281 AND HWY-285)

Item No. Quantity Unit Unit Price Amount

30400-1000 Line 0400 25 m3 $ $

40300-1000 Line 0420 35 m2 $ $

42100-1000 Line 0440 100 TON $ $

42100-2000 Line 0460 60 TON $ $

60300-1000 Line 0480 5 M $ $

60402-9000 Line 0500 2 each $ $

60500-5000 Line 0520 50 M $ $

60600-1000 Line 0540 120 M $ $

60600-4000 Line 0560 25 M $ $

60700-1000 Line 0580 100 M $ $

60900-1000 Line 0600 70 M $ $

60900-4000 Line 0620 45 M $ $

61101-1000 Line 0640 15 mo $ $

61500-7000 Line 0660 520 m2 $ $

61700-1000 Line 0680 140 m2 $ $

61700-1300 Line 0700 20 m3 $ $

61800-2000 Line 0720 180 M $ $

61800-3000 Line 0740 150 M $ $

62100-3000 Line 0760 10 Each $ $

Thermoplastic Pavement Marking Stripes, Yellow (0.15 mts. Width)

Right of Way Marker

Concrete Paved Waterway

Bed Course Material

Thermoplastic Pavement Marking Stripes, White (0.15 mts. Width)

Removal, Storage and Delivery of Existing Guardrail

Barbed Wire Fence, Type A

Combination Concrete Curb and Gutter, Type-F

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

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

18" Reinforced Concrete Pipe Class-III

Concrete Gutter (Shallow)

Field Office

Cantilever Sheet Pile (AZ17 - 700 ASTM-A572, Grade 60)

Aggregate Base Course

Cold Milling Bituminous Concrete Pavement

Inlet Type 4

6" Under Drain, Perforated PVC

W-Beam Guardrail, Single Face

B-12

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-281 AND HWY-285)

Item No. Quantity Unit Unit Price Amount

62200-1000 Line 0780 8 m3 $ $

62500-1000 Line 0800 30 m3 $ $

62700-2000 Line 0820 210 m2 $ $

62800-0000 Line 0840 90 m2 $ $

63200-2000 Line 0860 20 M $ $

63200-3000 Line 0880 2 Each $ $

63800-0000 Line 0900 ALL LPSM $

65000-1000 Line 0920 25 m2 $ $

66100-1000 Line 0940 2 Each $ $

92600-1000 Line 0960 180 m2 $ $

93501-0000 Line 0980 4 Each $ $

Locate Utility, Test Pit

Cleaning and Repair of Storm Sewer

Cleaning and Repair of Manholes, Inlets and Catch Basins

Maintenances of Traffic

Slope Paving

Project Funding Sign

Mechanically-Stabilized Earth Walls (MSEW)

Dumped Riprap, Class 1

Furnishing and Placing Loamy Topsoil

Seeding, (with mulch)

Sodding

B-13

Ricardo.Reyes

BID SUMMARY

Project PR ER DOT PRMNT RPR(12)

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-6) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-11) = (3) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) $____________________

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 + C, the performance period to complete all contract work will be 1180 calendar days.

If Schedules A, B, and C are NOT awarded at the same time, Maximum Time Allowed for completion of each award configuration is as follows:

If the Government awards the contract as Schedule A only, the performance period to complete all contract work will be 515 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 400 calendar days and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period of the contract will be extended 265 calendar days and the performance of Schedule C work is to be simultaneous with the performance of the executed contract.

B-14

Ricardo.Reyes

Plan Sheet changes 1 of 1

Plan Sheet changes

Plan_Set_Sch A_Hwy-384_385_386.pdf

1. Delete Plan Sheets 42 (RD-A/1), Tree Inventory Plan sheet, and substitute with the Amended_RD-A 01_HWY-384_Amendment 2.pdf.

a) Sheet 42 (RD-A/1) was revised to remove the monetary mitigation compensations note.

2. Delete Plan Sheets 78 (RD-B/1), Tree Inventory Plan sheet, and substitute with the Amended_RD-B 01_HWY-385_Amendment 2.pdf.

a) Sheet 78 (RD-B/1) was revised to remove the monetary mitigation compensations

3. Delete Plan Sheets 108 (RD-C/9), Tree Inventory Plan sheet, and substitute with the Amended_RD-C 09_HWY-386_Amendment 2.pdf.

a) Sheet 108 (RD-C/9) was revised to remove the monetary mitigation compensations

Plan_Set_Sch B_Hwy-267_270_271_273_275.pdf

1. Delete Plan Sheet 115 (PP-L/1), Plan and Profile sheet, and substitute with the Amended_PP-L 01_HWY-275_Amendment 2.pdf.

a) Sheet 115 (PP-L/1) was revised to update callout for Jute Mesh.

2. Delete Plan Sheet 92 (PP-K/1), Plan and Profile sheet, and substitute with the

Amended_PP-K 01_HWY-273_Amendment 2.pdf.

a) Sheet 92 (PP-K/1) was revised to update callout for Jute Mesh.

3. Delete Plan Sheet 11 (GR-H/7), Quantity Summary and Demolition Plan sheet, and substitute with the Amended_GR-H 07_HWY-267_Amendment 2.pdf.

a) Sheet 11 (GR-H/7) was revised to remove the callout for Staging Area.

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WAGON

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LANDSLIDE

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LANDSLIDE

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CONCRETE BARRIER BEGINS

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CONCRETE BARRIER ENDS

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EXISTING STRUCTURE

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EXISTING STRUCTURE

AutoCAD SHX Text F.F.E.=611.27

AutoCAD SHX Text F.F.E.=609.938

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CONCRETE BARRIER BEGINS

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CONCRETE BARRIER ENDS

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ENTRANCE

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CONCRETE SLAB

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CONCRETE SLAB

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CONCRETE SLAB

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CONCRETE SLAB

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CONCRETE SLAB

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EXISTING FENCE

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GUARDRAIL

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TOP OF SLOPE

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GUARD RAIL

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CONCRETE SWALE I.E.=597.32

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CONCRETE SWALE I.E.=599.73

AutoCAD SHX Text I.E.=600.85

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CONCRETE SWALE I.E.=600.93

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CONCRETE SWALE I.E.=605.34

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KM 30.1

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CONCRETE WALL T.E.=598.52

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CONCRETE WALL T.E.=589.28

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TO MOROVIS

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TO COAMO

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CONCRETE SWALE I.E.=608.49

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CONCRETE SWALE I.E.=610.23

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STATE ROAD PR-155

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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219-037-077-40-000 EVARISTO MORALES FELICIANO

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219-037-077-50-000 CRISPIN MALDONADO RIVERA

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219-037-082-29-000 JOSE L. MALDONADO RIVERA

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219-037-082-28-000 OJEL H. ORTIZ RODRIGUEZ

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219-037-082-47-000 BENITA MALDONADO RIVERA

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219-037-082-48-001 JORGE I BURGOS ORTIZ

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PARKING AREA CONCRETE PAVEMENT

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ER-HWY-367-1

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ER-HWY-367-2

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CURB

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

AutoCAD SHX Text 1+20

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AutoCAD SHX Text 1+60

AutoCAD SHX Text 1+80

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+20

AutoCAD SHX Text 2+40

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AutoCAD SHX Text PROPOSED PROJECT ENDS ALIGNMENT AND TRANSITION TO EXISTING SECTION ENDS STA. 2+47.75 PR-155 N:244653.4530 E:203780.7909

AutoCAD SHX Text PROPOSED PROJECT BEGINS ALIGNMENT AND TRANSITION TO PROPOSED SECTION BEGINS (MATCH TO EXISTING) STA. 1+00.00 PR-155 N:244639.1029 E:203918.9832

AutoCAD SHX Text MSE RETAINING WALL AND CONCRETE BARRIER TYPE C (MODIFIED) BEGINS W-BEAM GUARDRAIL AND CONC. CURB TYPE F ENDS,TRANSITION TO CONC. BARRIER STA. 1+00.00 = = STA. 1+28.00 (PR-155), 4.80 RT.

AutoCAD SHX Text MSE RETAINING WALL AND CONCRETE BARRIER TYPE C (MODIFIED) ENDS W-BEAM GUARDRAIL BEGINS, TRANSITION TO CONCRETE BARRIER STA. 1+67.14 = = STA. 1+99.00 (PR-155), 4.80 RT.

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2.40 WIDTH CLEARING AND GRUBBING OUTSIDE CONSTRUCTION AREA

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EXISTING

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TO BE REMOVED

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EXISTING

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TO BE REMOVED

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EXISTING

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TO BE REMOVED

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EXISTING

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TO REMAIN

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EXISTING

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EXISTING

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EXISTING

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TO REMAIN

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TO REMAIN

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EXISTING

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TO BE REMOVED

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EXISTING

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TO REMAIN

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EXISTING

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TO REMAIN

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EXISTING

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TO REMAIN

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TO REMAIN

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EXISTING

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TO REMAIN

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TO REMAIN

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EXISTING

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EXISTING

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TO BE REMOVED

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EXISTING

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TO REMAIN

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EXISTING

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TO REMAIN

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TO REMAIN

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EXISTING

AutoCAD SHX Text EXISTING SANITARY SEWER MANHOLE TO REMAIN. MANHOLE ADJUSTMENT BASED ON FINISH GRADE

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EXISTING SANITARY SEWER LINE TO REMAIN

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EXISTING STORM SEWER LINE TO BE RELOCATED

AutoCAD SHX Text EXISTING SANITARY SEWER MANHOLE TO REMAIN. MANHOLE ADJUSTMENT BASED ON FINISH GRADE

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EXISTING SANITARY SEWER LINE TO REMAIN

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EXISTING STORM SEWER LINE TO REMAIN

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TO REMAIN

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TO REMAIN

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AutoCAD SHX Text EXISTING SANITARY SEWER MANHOLE TO REMAIN. MANHOLE ADJUSTMENT BASED ON FINISH GRADE

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8" DIA. SANITARY SEWER SYSTEM TO REMAIN

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FULL PAVEMENT REMOVAL

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FULL PAVEMENT REMOVAL

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DATE

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MUNICIPALITY

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ISLAND

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FED AID H'WAY

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PROJECT NO.

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AC PROJECT

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CODE NO.

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HIGHWAY

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P.R. NO.

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YEAR

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FISCAL

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NO.

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SHEET

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TOTAL

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SHEETS

AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

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ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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SCALE = 1:200

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GRAPHIC SCALE

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DESIGN

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WORK

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DATE

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DRAWING

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TRACED

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CHECKED

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FINAL CHECK

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AutoCAD SHX Text 858579

AutoCAD SHX Text R589999579

AutoCAD SHX Text 9999(438)

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ORACLE NO.

AutoCAD SHX Text C

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AutoCAD SHX Text 9999(325)

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AutoCAD SHX Text 14.10.2003

AutoCAD SHX Text 03_267-GR-8_DemolitionPlan.dwg

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FILE NAME=

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OROCOVIS PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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FROM STA. 1+00.00 TO STA. 2+48.00

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ER-HWY-267, PR-155, KM. 30.10, 30.20

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QUANTITY SUMMARY AND DEMOLITION PLAN

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GR-H

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PR-155

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OROCOVIS

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QUANTITY SUMMARY AND DEMOLITION PLAN SCALE 1:200

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AREA

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DESCRIPTION

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LEGEND

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EXISTING ASPHALT PAVEMENT TO BE REMOVED BY COLD MILLING

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FULL DEPTH REMOVAL BITUMINOUS CON. PAVEMENT TK=0.15 M

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EXISTING STRUCTURE TO ACQUIRE AND TO BE DEMOLISHED

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PROPOSE ASPHALT SECTION

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AutoCAD SHX Text 147.14

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CLEARING AND GRUBBING OUTSIDE CONSTRUCTION AREA

AutoCAD SHX Text 365.07

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FROM

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STATION

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DIRECTION

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LENGTH

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SINGLE

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DOUBLE

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CONCRETE BARRIER

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CONCRETE BARRIER CONTAINING ASBESTOS AND/OR LEAD

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GUARDRAIL

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GUARDRAIL CONTAINING ASBESTOS AND/OR LEAD

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0.05 M HOT PLANT MIX BITUMINOUS SURFACE COURSE, MIX S (75)(38)

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0.15 M HOT PLANT MIX BITUMINOUS BASE COURSE, MIX B (75)(34)

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0.15 M AGGREGATE BASE COURSE GRADING CLASS A

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0.80 M SUB-BASE COURSE

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CONCRETE BARRIER TYPE C WITH REFLECTIVE SHEETING PANEL

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CONCRETE BARRIER TYPE C (MODIFIED) WITH REFLECTIVE SHEETING PANEL

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BARBED WIRE FENCE TYPE "A"

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CORRUGATED STL. BEAM GUARD RAIL SINGLE FACE WITH REFLECTIVE SHEETING PANEL

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EXIST. BIT. ASPH. PAVEMENT TO BE REMOVED BY COOL MILLING TK.=0.05 M.

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AREA 1

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DESCRIPTION

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AREA 2

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AREA 3

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UNIT

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AREA 4

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AutoCAD SHX Text 147.14

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SUB-TOTAL A

AutoCAD SHX Text 1048.42

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LENGTH

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AutoCAD SHX Text 67.14

AutoCAD SHX Text 50.00

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VOLUME

AutoCAD SHX Text 157.263

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SOIL NAIL WALL

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GRAVITY WALL TYPE GABION WALL

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FULL DEPTH REMOVAL BITUMINOUS CON. PAVEMENT TK=0.15 M

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SHOTCRETE RETAINING WALL

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MECHANICALLY STABILIZED EARTH RETAINING WALL

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QUANTITY SUMMARY TABLE

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QUANTITY SUMMARY TABLE

AutoCAD SHX Text 1+79.93

AutoCAD SHX Text 1+35.70

AutoCAD SHX Text 2+04.41

AutoCAD SHX Text 1+58.41

AutoCAD SHX Text 21.84

AutoCAD SHX Text 24.74

AutoCAD SHX Text 1+00.30

AutoCAD SHX Text 1+39.86

AutoCAD SHX Text 38.56

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PAVEMENT MARKING TO BE REMOVE

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FINAL TOTAL

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ADJUST

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TOTAL

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WIDTH

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LINE

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LEGEND

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SWEL

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SINGLE WHITE EDGE LINE

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DOUBLE YELLOW SOLID LINE

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DYSL

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WHITE

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YELLOW

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OTHERS

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TOTALS

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SINGLE YELLOW SKIP LANE LINE

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SYSLL

AutoCAD SHX Text 0.15

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SWEL

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SINGLE WHITE EDGE LINE

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DOUBLE YELLOW SOLID LINE

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DYSL

AutoCAD SHX Text 0.15

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SINGLE YELLOW SKIP LANE LINE

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SYSLL

AutoCAD SHX Text 0.15

AutoCAD SHX Text 147.75

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AutoCAD SHX Text 147.75

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AutoCAD SHX Text 2.375

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LOAMY TOP SOIL & TURF ESTABLISHMENT

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TO BE DEMOLISHED AND/OR TO BE REMOVED

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GUARD RAIL, CONCRETE BARRIER AN RT WALL

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RETAINING WALL

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%%UIMPORTANT NOTE

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1. THE CONSTRACTOR SHOULD EXECUTE THE EXCAVATION WORK WITH EXTREME CARE, THIS TO AVOID DAMAGE TO THE EXISTING UTILITIES LINE OF P.R.A.S.A.THE CONSTRACTOR SHOULD EXECUTE THE EXCAVATION WORK WITH EXTREME CARE, THIS TO AVOID DAMAGE TO THE EXISTING UTILITIES LINE OF P.R.A.S.A.

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EXISTING CONCRETE BARRIER TYPE A (TO BE REMOVED)

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UNCLASSIFIED EXCAVATION TK=0.95 M

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UNCLASSIFIED EXCAVATION TK=0.80 M PAY ITEM ACCORDING TO SPEC. 203-5.04

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Ricardo.Reyes

B-1

ELEVATIONSTA

EASTING

COORDINATES

NORTHING

DESCRIPTION

HORIZONTAL AND VERTICAL CONTROLS

PK NAIL & WASHER

ER-HWY-273-1

ER-HWY-273-2

242,080.437

242,090.324

208,143.917

208,097.091

641.419

643.573

PK NAIL & WASHER

ER-HWY-273-3

242,046.381 208,132.058

656.041

AutoCAD SHX Text PROJECT BEGINS ALIGNMENT AND TRANSITION TO PROPOSED ROAD SECTION BEGINS MATCH TO EXISTING) STA. 1+00.00 PR-156 N:242088.6730 E:208215.6900

AutoCAD SHX Text PROJECT ENDS ALIGNMENT AND TRANSITION TO EXISTING ROAD SECTION ENDS (MATCH TO EXISTING) STA. 2+44.468 (PR-156) N:242087.3945 E:208080.9307

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CENTER LINE PROPOSED PROJECT

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+20

AutoCAD SHX Text 1+40

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AutoCAD SHX Text 1+80

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AutoCAD SHX Text 2+20

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SLOPE STABILIZATION ENDS STA. 1+99.78 (PR-156), 5.75 LT.

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PROPOSED SHOULDER TRANSITION BEGINS STA. 1+16.83 (PR-156), 3.35 LT.

AutoCAD SHX Text PROPOSED SLOPE STABILIZATION AND SHOULDER TRANSITION BEGINS STA. 1+21.17 (PR-156), 5.74 LT.

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PROPOSED SHOULDER TRANSITION BEGINS STA. 1+16.83 (PR-156), 4.55 RT.

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PROPOSED SHOULDER TRANSITION ENDS STA. 1+52.47 (PR-156), 4.55 RT.

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PROPOSED SHOULDER TRANSITION ENDS STA. 1+41.60 (PR-156), 4.55 LT.

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SHOULDER TRANSITION ENDS STA. 2+32.53 (PR-156), 3.35 LT.

AutoCAD SHX Text SHOULDER TRANSITION BEGINS AND CONC. PAVED WATERWAY TYPE II ENDS STA. 2+24.11 (PR-156), 4.55 LT.

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SHOULDER TRANSITION BEGINS STA. 2+24.11 (PR-156), 4.55 RT.

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SHOULDER TRANSITION ENDS STA. 2+32.53 (PR-156), 3.35 RT.

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CONTROL POINT ER-HWY-273-1

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CONTROL POINT ER-HWY-273-2

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PROPOSED SLOPE STABILIZATION AREA JUTE MESH

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AEXISTING CONC. WALL TO REMAIN

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TRANSITION TO EXISTING BEGINS STA. 1+10.00

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PROPOSED R.O.W. LIMIT

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SHOULDER

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ROADWAY

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KM 6.3

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TO BARRANQUITAS

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TO MOROVIS

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ER-HWY-273-2

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ER-HWY-273-1

AutoCAD SHX Text 246-003-091-11

AutoCAD SHX Text 246-003-091-10

AutoCAD SHX Text 246-000-002-09

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246-013-192-03-000 NELIDA BURGOS ORTIZ

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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STATION

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FINISHEG GRADE ELEV.

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EXISTING GROUND ELEV.

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LEGEND:

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DATE

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MUNICIPALITY

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ISLAND

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FED AID H'WAY

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PROJECT NO.

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AC PROJECT

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CODE NO.

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HIGHWAY

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P.R. NO.

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YEAR

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FISCAL

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NO.

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SHEET

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TOTAL

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SHEETS

AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

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ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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SCALE = 1:200

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GRAPHIC SCALE

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DESIGN

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WORK

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DATE

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DRAWING

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TRACED

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CHECKED

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FINAL CHECK

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AutoCAD SHX Text 858579

AutoCAD SHX Text R589999579

AutoCAD SHX Text 9999(438)

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ORACLE NO.

AutoCAD SHX Text C

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AutoCAD SHX Text 9999(325)

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AutoCAD SHX Text 14.10.2003

AutoCAD SHX Text 09_273-PP-01.dwg

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FILE NAME=

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OROCOVIS PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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FROM STA. 1+00.00 TO STA. 2+44.44

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ER-HWY-273, PR-156, KM. 6.30-6.40

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PLAN AND PROFILE

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PP-K

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PR-156

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OROCOVIS

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CONSTRUCTION PLAN SCALE 1:200

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PROFILE SCALE 1:200

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1. CONCRETE BARRIER SHALL BE TYPE C WITH RETROREFLECTIVE CONCRETE BARRIER SHALL BE TYPE C WITH RETROREFLECTIVE SHEETING PANELS EVERY 3.00 MTS. 2. GUARDRAIL SHALL BE CORRUGATED STEEL BEAM GUARDRAIL (SP), GUARDRAIL SHALL BE CORRUGATED STEEL BEAM GUARDRAIL (SP), SINGLE FACE WITH RETROREFLECTIVE SHEETING PANELS EVERY 3.00 MTS. 3. THE CONTRACTOR SHALL REMOVE AL PAVEMENT MARKING INTO THE CONTRACTOR SHALL REMOVE AL PAVEMENT MARKING INTO THE CONSTRUCTION LIMIT. 4. THE PAVEMENT MARKING TO BE REMOVED IS CONTAMINATED WITH THE PAVEMENT MARKING TO BE REMOVED IS CONTAMINATED WITH LEAD BASE PAINT. 5. REMOVE OF CONTAMINATED PAVEMENT MARKING WITH REMOVE OF CONTAMINATED PAVEMENT MARKING WITH HAZARDOUS WASTE RESIDUE - REQUIRED PROPER MANAGEMENT OF HAZARDOUS RESIDUE AND A LEAD COMPLIANCE PLAN. 6. PRIOR TO BEGINNING OF THE REMOVAL OF THE CONTAMINATED PRIOR TO BEGINNING OF THE REMOVAL OF THE CONTAMINATED MATERIAL THE CONTRACTOR SHALL SUBMITTED TO THE ENGINEER THE PROPER MANAGEMENT OF HAZARDOUS RESIDUE AND A LEAD COMPLIANCE PLAN.

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%%UGENERAL NOTES

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1. ANY WERE IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY ANY WERE IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY WERE IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY WERE IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY THIS SET OF DRAWINGS, REPORT AND/OR STUDY THIS SET OF DRAWINGS, REPORT AND/OR STUDY SET OF DRAWINGS, REPORT AND/OR STUDY SET OF DRAWINGS, REPORT AND/OR STUDY OF DRAWINGS, REPORT AND/OR STUDY OF DRAWINGS, REPORT AND/OR STUDY DRAWINGS, REPORT AND/OR STUDY DRAWINGS, REPORT AND/OR STUDY REPORT AND/OR STUDY REPORT AND/OR STUDY AND/OR STUDY AND/OR STUDY STUDY STUDY OR SIMILAR WERE THE DESIGNER ARE INDICATING "ENGINEER, SIMILAR WERE THE DESIGNER ARE INDICATING "ENGINEER, SIMILAR WERE THE DESIGNER ARE INDICATING "ENGINEER, WERE THE DESIGNER ARE INDICATING "ENGINEER, WERE THE DESIGNER ARE INDICATING "ENGINEER, THE DESIGNER ARE INDICATING "ENGINEER, THE DESIGNER ARE INDICATING "ENGINEER, DESIGNER ARE INDICATING "ENGINEER, DESIGNER ARE INDICATING "ENGINEER, ARE INDICATING "ENGINEER, ARE INDICATING "ENGINEER, INDICATING "ENGINEER, INDICATING "ENGINEER, "ENGINEER, "ENGINEER, GEOTECHNICAL ENGINEER AND/OR ENGINEERING GEOLOGIST" THE ENGINEER AND/OR ENGINEERING GEOLOGIST" THE ENGINEER AND/OR ENGINEERING GEOLOGIST" THE AND/OR ENGINEERING GEOLOGIST" THE AND/OR ENGINEERING GEOLOGIST" THE ENGINEERING GEOLOGIST" THE ENGINEERING GEOLOGIST" THE GEOLOGIST" THE GEOLOGIST" THE THE THE CONTRACTOR SHALL UNDERSTAND THAT THE DESIGNER REFERS SHALL UNDERSTAND THAT THE DESIGNER REFERS SHALL UNDERSTAND THAT THE DESIGNER REFERS UNDERSTAND THAT THE DESIGNER REFERS UNDERSTAND THAT THE DESIGNER REFERS THAT THE DESIGNER REFERS THAT THE DESIGNER REFERS THE DESIGNER REFERS THE DESIGNER REFERS DESIGNER REFERS DESIGNER REFERS REFERS REFERS TO THE EASTERN FEDERAL LANDS CONTRACTING OFFICER. 2. THE CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS THE CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS MUST BE INFORMED THAT THE SPECIFICATIONS MUST BE INFORMED THAT THE SPECIFICATIONS BE INFORMED THAT THE SPECIFICATIONS BE INFORMED THAT THE SPECIFICATIONS INFORMED THAT THE SPECIFICATIONS INFORMED THAT THE SPECIFICATIONS THAT THE SPECIFICATIONS THAT THE SPECIFICATIONS THE SPECIFICATIONS THE SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS AND STANDARD MODELS FOR METAL BARRIERS, TERMINALS, STANDARD MODELS FOR METAL BARRIERS, TERMINALS, STANDARD MODELS FOR METAL BARRIERS, TERMINALS, MODELS FOR METAL BARRIERS, TERMINALS, MODELS FOR METAL BARRIERS, TERMINALS, FOR METAL BARRIERS, TERMINALS, FOR METAL BARRIERS, TERMINALS, METAL BARRIERS, TERMINALS, METAL BARRIERS, TERMINALS, BARRIERS, TERMINALS, BARRIERS, TERMINALS, TERMINALS, TERMINALS, TRANSITIONS, ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL WILL BE IN COMPLIANCE WITH MASH (MANUAL WILL BE IN COMPLIANCE WITH MASH (MANUAL BE IN COMPLIANCE WITH MASH (MANUAL BE IN COMPLIANCE WITH MASH (MANUAL IN COMPLIANCE WITH MASH (MANUAL IN COMPLIANCE WITH MASH (MANUAL COMPLIANCE WITH MASH (MANUAL COMPLIANCE WITH MASH (MANUAL WITH MASH (MANUAL WITH MASH (MANUAL MASH (MANUAL MASH (MANUAL (MANUAL (MANUAL FOR ASSESSING SAFETY HARDWARE), UPDATED IN JUNE 2018. 3. PRIOR BEGINNING THE CONSTRUCTION, THE SURFACE SHOULD BE PRIOR BEGINNING THE CONSTRUCTION, THE SURFACE SHOULD BE BEGINNING THE CONSTRUCTION, THE SURFACE SHOULD BE BEGINNING THE CONSTRUCTION, THE SURFACE SHOULD BE THE CONSTRUCTION, THE SURFACE SHOULD BE THE CONSTRUCTION, THE SURFACE SHOULD BE CONSTRUCTION, THE SURFACE SHOULD BE CONSTRUCTION, THE SURFACE SHOULD BE CONSTRUCTION, THE SURFACE SHOULD BE THE SURFACE SHOULD BE THE SURFACE SHOULD BE SURFACE SHOULD BE SURFACE SHOULD BE SHOULD BE SHOULD BE BE BE CLEANED OF ANY SOIL DISTURBED BY THE LANDSLIDE. WE OF ANY SOIL DISTURBED BY THE LANDSLIDE. WE OF ANY SOIL DISTURBED BY THE LANDSLIDE. WE ANY SOIL DISTURBED BY THE LANDSLIDE. WE ANY SOIL DISTURBED BY THE LANDSLIDE. WE SOIL DISTURBED BY THE LANDSLIDE. WE SOIL DISTURBED BY THE LANDSLIDE. WE DISTURBED BY THE LANDSLIDE. WE DISTURBED BY THE LANDSLIDE. WE BY THE LANDSLIDE. WE BY THE LANDSLIDE. WE THE LANDSLIDE. WE THE LANDSLIDE. WE LANDSLIDE. WE LANDSLIDE. WE WE WE RECOMMEND THAT A GEOTECHNICAL ENGINEER AND/OR THAT A GEOTECHNICAL ENGINEER AND/OR THAT A GEOTECHNICAL ENGINEER AND/OR A GEOTECHNICAL ENGINEER AND/OR A GEOTECHNICAL ENGINEER AND/OR GEOTECHNICAL ENGINEER AND/OR GEOTECHNICAL ENGINEER AND/OR ENGINEER AND/OR ENGINEER AND/OR AND/OR AND/OR GEOLOGIST BE PRESENT ON SITE WHEN AREA IS LEVELED TO BE PRESENT ON SITE WHEN AREA IS LEVELED TO BE PRESENT ON SITE WHEN AREA IS LEVELED TO PRESENT ON SITE WHEN AREA IS LEVELED TO PRESENT ON SITE WHEN AREA IS LEVELED TO ON SITE WHEN AREA IS LEVELED TO ON SITE WHEN AREA IS LEVELED TO SITE WHEN AREA IS LEVELED TO SITE WHEN AREA IS LEVELED TO WHEN AREA IS LEVELED TO WHEN AREA IS LEVELED TO AREA IS LEVELED TO AREA IS LEVELED TO IS LEVELED TO IS LEVELED TO LEVELED TO LEVELED TO TO TO OBSERVE AND CONFIRM THAT THE FILL AND THE CELULLAR AND CONFIRM THAT THE FILL AND THE CELULLAR AND CONFIRM THAT THE FILL AND THE CELULLAR CONFIRM THAT THE FILL AND THE CELULLAR CONFIRM THAT THE FILL AND THE CELULLAR THAT THE FILL AND THE CELULLAR THAT THE FILL AND THE CELULLAR THE FILL AND THE CELULLAR THE FILL AND THE CELULLAR FILL AND THE CELULLAR FILL AND THE CELULLAR AND THE CELULLAR AND THE CELULLAR THE CELULLAR THE CELULLAR CELULLAR CELULLAR CONFIED SYSTEM HAS BEEN CARRIED OUT ACCORDING TO THE SYSTEM HAS BEEN CARRIED OUT ACCORDING TO THE SYSTEM HAS BEEN CARRIED OUT ACCORDING TO THE HAS BEEN CARRIED OUT ACCORDING TO THE HAS BEEN CARRIED OUT ACCORDING TO THE BEEN CARRIED OUT ACCORDING TO THE BEEN CARRIED OUT ACCORDING TO THE CARRIED OUT ACCORDING TO THE CARRIED OUT ACCORDING TO THE OUT ACCORDING TO THE OUT ACCORDING TO THE ACCORDING TO THE ACCORDING TO THE TO THE TO THE THE THE RECOMMENDATIONS IN THE PLANS, SPECIFICATIONS AND IN THE PLANS, SPECIFICATIONS AND IN THE PLANS, SPECIFICATIONS AND THE PLANS, SPECIFICATIONS AND THE PLANS, SPECIFICATIONS AND PLANS, SPECIFICATIONS AND PLANS, SPECIFICATIONS AND SPECIFICATIONS AND SPECIFICATIONS AND AND AND GEOTECHNICAL RECOMENDATIONS. 4.

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File details come from the government source that posted it. Updated May 15, 2023.