Amendment 0007 - PR ER DOT PRMNT RPR(12).pdf

(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.

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: ACQUISITION

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1406/12/20230007

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 Bid Schedule (Schedule B) to:

a) Replace the Bid Schedule to reflect the revised unit pay item.

b) See Bid Schedule Changes Summary_Amendment 7.pdf for details.

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

3) Reschedule the Bid Opening date to June 20, 2023 at 2:00 p.m. EST.

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 .

Amendment No. 0007

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 Bid Schedule (Schedule B) to:

a) Replace the Bid Schedule to reflect the revised unit pay item.

b) See Bid Schedule Changes Summary_Amendment 7.pdf for details.

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

3) Reschedule the Bid Opening date to June 20, 2023 at 2:00 p.m. EST.

B Pages Changes Summary Page 1 of 1

B Pages changes

1. Delete Bid Schedule and Bid Summary Sheet, Pages B-1 through B-15 and substitute with the amended Bid Schedule and Bid Summary Sheet, pages B-1 through B-15.

a) Revised unit to the following pay item in Schedule B:

1. Pay item 63600-6100 12" PVC Pipe DR 14.

B I D S C H E D U L E Schedule A Account: ALL

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-282, HWY-283), PR-5568 (HWY-384, 385), AND PR-568 (HWY-386)

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 520,000.00$ 520,000.00$

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 2,000 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 $ $

Submitted by: __________________________

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-384, 385), AND PR-568 (HWY-386)

Item No. Quantity Unit Unit Price Amount

Submitted by: __________________________

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-384, 385), AND PR-568 (HWY-386)

Item No. Quantity Unit Unit Price Amount

Submitted by: __________________________

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 $ $

61700-1000 Line 1140 280 m2 $ $

Traffic Sign Assembly, Code 8, 9

Gabions

Concrete Paved Waterway

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-384, 385), AND PR-568 (HWY-386)

Item No. Quantity Unit Unit Price Amount

Submitted by: __________________________

61700-1300 Line 1160 25 m3 $ $

61800-2000 Line 1180 750 M $ $

61800-3000 Line 1200 40 M $ $

62100-2000 Line 1220 2 Each $ $

62100-3000 Line 1240 55 Each $ $

62200-1000 Line 1260 910 m3 $ $

62200-1100 Line 1280 1,120 m3 $ $

62200-2000 Line 1300 25 m3 $ $

62200-6100 Line 1320 25 m3 $ $

62200-7000 Line 1340 10 m3 $ $

62200-8000 Line 1360 750 m3 $ $

62200-9000 Line 1380 3,100 m3 $ $

62500-1000 Line 1400 190 m3 $ $

62700-2000 Line 1420 2,000 m2 $ $

62800-0000 Line 1440 25 m2 $ $

63500-0000 Line 1460 ALL LPSM $

63500-5100 Line 1480 2 Each $ $

63500-7700 Line 1500 1 Each $ $

63500-7800 Line 1520 1 Each $ $

Removal of Existing Facilities (PREPA)

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

PREPA Standard, K-1

PREPA Standard, K-2

Filter Blanket, Type D

Dumped Riprap, Class VII

Dumped Riprap, Class VIII

Furnishing and Placing Loamy Topsoil

Seeding, (with mulch)

Sodding

Hectometer Marker

Right of Way Marker

Dumped Riprap, Class 1

Dumped Riprap, Class IX

Dumped Riprap, Class II

Filter Blanket, Type C

Bed Course Material

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

Thermoplastic Pavement Marking Stripes, Yellow (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-384, 385), AND PR-568 (HWY-386)

Item No. Quantity Unit Unit Price Amount

Submitted by: __________________________

63504-2000 Line 1540 1 CTSM 10,000.00$ 10,000.00$

63505-1000 Line 1560 264 M $ $

63505-2000 Line 1580 64 M $ $

63600-8000 Line 1600 ALL LPSM $

63601-1100 Line 1620 95 M $ $

63602-9000 Line 1640 145 M $ $

63604-8000 Line 1660 1 CTSM 30,000.00$ 30,000.00$

63800-0000 Line 1680 ALL LPSM $

66000-0000 Line 1700 1 each $ $

66100-1000 Line 1720 6 Each $ $

90900-0000 Line 1740 350 m2 $ $

91001-7000 Line 1760 4 Each $ $

92600-1000 Line 1780 180 m2 $ $

93400-4000 Line 1800 310 m3 $ $

93400-5000 Line 1820 130 m3 $ $

93400-6000 Line 1840 750 m3 $ $

93501-0000 Line 1860 17 Each $ $

96800-1000 Line 1880 80 M2 $ $

96800-2000 Line 1900 180 M $ $

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

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

Locate Utility, Test Pit

Precast Concrete Panel (Class IV, General Use)

Drilled Shaft, 610 mm Min. Diameter (Class V, General Use)

Name Plates

Project Funding Sign

Prefabricated Drainage Composite

Modified Transition Module (Cast-In-Place)

Mechanically-Stabilized Earth Walls (MSEW)

Class III (General Use)

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)

Maintenances of Traffic

Utility Company Compensation (PREPA)

1/0 #2 AWG CU TRXLPE

B-5

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

PR-157 (HWY-282, HWY-283), PR-5568 (HWY-384, 385), AND PR-568 (HWY-386)

Item No. Quantity Unit Unit Price Amount

Submitted by: __________________________

96800-3000 Line 1920 250 M $ $

Soldier Pile W14x74, In Place

B-6

Ricardo.Reyes

Schedule B Account: ALL

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 290,000.00$ 290,000.00$

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 170 m3 $ $

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

Submitted by: __________________________

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-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

Submitted by: __________________________

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-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

Submitted by: __________________________

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-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

Submitted by: __________________________

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-10

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

Submitted by: __________________________

63600-4100 Line 1540 4 Each $ $

63600-4200 Line 1560 2 Each $ $

63600-6000 Line 1580 90 M $ $

63600-6100 Line 1600 45 M $ $

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 $ $

93400-4000 Line 1780 7 m3 $ $

93501-0000 Line 1800 15 Each $ $

Reflective Raised Pavement Markers, Two way, Clear-Red

Reflective Raised Pavement Markers, Two way, Yellow-Yellow

Project Funding Sign

Mechanically-Stabilized Earth Walls (MSEW)

Class III (General Use)

Locate Utility, Test Pit

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-11

Ricardo.Reyes

Schedule C Account: ALL

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 $

15401-2000 Line 0120 ALL LPSM $

15501-0000 Line 0140 ALL LPSM $

20100-1000 Line 0160 ALL LPSM $

20100-2000 Line 0180 1 Each $ $

20200-1000 Line 0200 ALL LPSM $

20200-4000 Line 0220 30 m2 $ $

20200-8000 Line 0240 120 m2 $ $

20300-1000 Line 0260 250 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 $

20700-1000 Line 0360 80 m3 $ $

21000-1000 Line 0380 150 M 10.00$ 1,500.00$

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Cultural Resource Protection and Monitoring)

Silt Fence

Unclassified Excavation

Borrow Class B

Trench Excavation, Unclassified

Construction Schedule

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

Rock Excavation for Structures

Temporary Shoring and Bracing

Foundation Fill

Submitted by: __________________________

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

Submitted by: __________________________

21000-2000 Line 0400 100 Each 15.00$ 1,500.00$

30400-1000 Line 0420 25 m3 $ $

40300-1000 Line 0440 35 m2 $ $

42100-1000 Line 0460 100 TON $ $

42100-2000 Line 0480 60 TON $ $

60300-1000 Line 0500 5 M $ $

60402-9000 Line 0520 2 each $ $

60500-5000 Line 0540 50 M $ $

60600-1000 Line 0560 120 M $ $

60600-4000 Line 0580 25 M $ $

60700-1000 Line 0600 100 M $ $

60900-1000 Line 0620 70 M $ $

60900-4000 Line 0640 45 M $ $

61101-1000 Line 0660 15 mo $ $

61500-7000 Line 0680 520 m2 $ $

61700-1000 Line 0700 140 m2 $ $

61700-1300 Line 0720 20 m3 $ $

61800-2000 Line 0740 180 M $ $

61800-3000 Line 0760 150 M $ $

Combination Concrete Curb and Gutter, Type-F

Concrete Gutter (Shallow)

Field Office

Straw Bales

Aggregate Base Course

18" Reinforced Concrete Pipe Class-III

Inlet Type 4

6" Under Drain, Perforated PVC

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Barbed Wire Fence, Type A

Cold Milling Bituminous Concrete Pavement

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

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

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

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

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

Concrete Paved Waterway

Bed Course Material

B-13

Ricardo.Reyes

Project No: PR ER DOT PRMNT RPR(12)

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

Item No. Quantity Unit Unit Price Amount

Submitted by: __________________________

62100-3000 Line 0780 10 Each $ $

62200-1000 Line 0800 8 m3 $ $

62500-1000 Line 0820 30 m3 $ $

62700-2000 Line 0840 210 m2 $ $

62800-0000 Line 0860 90 m2 $ $

63200-2000 Line 0880 20 M $ $

63200-3000 Line 0900 2 Each $ $

63800-0000 Line 0920 ALL LPSM $

65000-1000 Line 0940 25 m2 $ $

66100-1000 Line 0960 2 Each $ $

92600-1000 Line 0980 180 m2 $ $

93501-0000 Line 1000 4 Each $ $

Right of Way Marker

Dumped Riprap, Class 1

Furnishing and Placing Loamy Topsoil

Seeding, (with mulch)

Mechanically-Stabilized Earth Walls (MSEW)

Locate Utility, Test Pit

Sodding

Cleaning and Repair of Storm Sewer

Cleaning and Repair of Manholes, Inlets and Catch Basins

Maintenances of Traffic

Slope Paving

Project Funding Sign

B-14

Ricardo.Reyes

(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-15

BID SUMMARY

PROJECT PR ER DOT PRMNT RPR (12)

Ricardo.Reyes

Questions/Clarifications

Questions/Clarifications

Bidders can send written questions or inquiries for clarification to: eflhd.contracts@dot.gov.

Questions can be submitted at any time, but questions submitted within 10 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their proposal.

The following questions and issues were asked via email. The Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised, and some questions not have been included.

The Government’s direct response to the sender may also have been updated below for better clarity.

1. Bid Schedule B (page B-11), the line 1600 - 12"PVC Pipe DR14 said 45 each. Also, I checked in the plans (page UTW-J/1, sheet 071/132 ) and said 45 meters, should be meters or each pipe?

Response: The unit for pay item 63600-6100 12" PVC Pipe DR 14 on Schedule B has been revised to linear meter through this amendment. Refer to the amended B pages for additional information.

mailto:eflhd.contracts@dot.gov