Amendment 0003 - PR ER PRMNT RPR (9).pdf

(x)

693C7322R000006 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 1411/12/20210003

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

10/19/2021

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(9)

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) as follows:

a) Replace the Price Proposal Bid Schedules and Price Proposal Summary to update quantities and pay units for various bid items.

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

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

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 20

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7322R000006/0003

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

December 2, 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(9)

Puerto Rico Highway and Transportation Authority Landslide Repairs - West Region Contract 1

Solicitation # 693C73-22-R-000006

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) as follows:

a) Replace the Price Proposal Bid Schedules and Price Proposal Summary to update quantities and pay units for various bid items.

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

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

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

B-1

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

Project No:

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 $

15401-0000

Line A0080 ALL LPSM $

15401-1000

Line A0100 ALL LPSM $

15501-0000

Line A0120 ALL LPSM $

20100-2000

Line A0140 7 Each $ $

20100-3000

Line A0160 ALL LPSM $

20200-0000

Line A0180 ALL LPSM $

20300-0000

Line A0200 6,382 m3 $ $

20301-0000

Line A0220 5,153 m3 $ $

20301-1000

Line A0240 488 m3 $ $

20301-3000

Line A0260 349 m2 $ $

20500-0000

Line A0280 142 m3 $ $

20500-1000

Line A0300 35 m3 $ $

20900-0000

Line A0320 32 m3 $ $

21000-2000

Line A0340 703 m $ $

21000-5000

Line A0360 75 Each $ $

PR ER PRMNT RPR(9) - Landslide Repairs - West Contract 1 Name: ER HWY Sites - 63, 64, 66, 67, 71, & 72

Schedule Total: ________________________

Submitted by: _________________________

Sheathing

Soil erosion control, silt fence

Soil erosion control, straw bales

Construction survey and staking

Mobilization

Reimbursement for Municipality

Contractor testing

Contractor Testing (Biological Species Monitoring)

Construction schedule

Proof Rolling

Trench Excavation

Trench Excavation, Unclassified

Cutting and Removing Trees, Small

Clearing and Grubbing

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Borrow Class A

267,000.00

10.00

15.00

7,030.00

1,125.00

B-2

Schedule A

Project No:

Item No.

Quantity Unit Unit Price Amount

PR ER PRMNT RPR(9) - Landslide Repairs - West Contract 1 Name: ER HWY Sites - 63, 64, 66, 67, 71, & 72

21001-3000

Line A0380 7 Each $ $

21200-0000

Line A0400 ALL LPSM $

21200-1000

Line A0420 85 m $ $

21200-2000

Line A0440 40 m $ $

30400-3000

Line A0460 34 m3 $ $

30400-4000

Line A0480 35 m3 $ $

30500-1000

Line A0500 65 m3 $ $

30500-2000

Line A0520 440 m2 $ $

40200-0000

Line A0540 64 m3 $ $

40200-1000

Line A0560 64 m3 $ $

40300-1000

Line A0580 195 m3 $ $

42100-7000

Line A0600 606 TON $ $

42100-9000

Line A0620 220 TON $ $

60302-0000

Line A0640 5 M $ $

60302-1000

Line A0660 1 Each $ $

60500-4000

Line A0680 69 M $ $

60500-7000

Line A0700 105 M $ $

60600-1000

Line A0720 528 M $ $

3" Under Drain

4" Pipe Underdrain

W-Beam Guardrail, Single Face

Replacement Aggregate Base Course

Asphalt Cold Milling

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

Reconditioning of Waterway

Aggregate Base Course

Aggregate Base Course Grading A

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

30 in. Reinf. Conc. Pipe, Class III

30 inch Pre-Cast Concrete End Section Type I

Soil erosion control, construction entrance

Reconditioning of Shoulder & ditches

Reconditioning of Concrete Swale

Lean Concrete Base

Lean Concrete 0.20 M Thick

Full Depth Removal of Bituminous Conc. Pav.

B-3

Schedule A

Project No:

Item No.

Quantity Unit Unit Price Amount

PR ER PRMNT RPR(9) - Landslide Repairs - West Contract 1 Name: ER HWY Sites - 63, 64, 66, 67, 71, & 72

60600-4000

Line A0740 170 M $ $

60604-4000

Line A0760 3 Each $ $

60700-1000

Line A0780 21 M $ $

60700-6000

Line A0800 334 M $ $

60900-1000

Line A0820 307 M $ $

60900-2000

Line A0840 24 M $ $

60900-6000

Line A0860 40 M $ $

61000-2000

Line A0880 8 M $ $

61000-3000

Line A0900 4 M $ $

61000-4000

Line A0920 14 M $ $

61101-0000

Line A0940 22 mo $ $

61300-0000

Line A0960 8 Each $ $

61300-2000

Line A0980 4 Each $ $

61300-5000

Line A1000 1 Each $ $

61300-6000

Line A1020 1 Each $ $

61300-7000

Line A1040 1 Each $ $

61303-0000

Line A1060 2 Each $ $

61303-2000

Line A1080 2 Each $ $

Traffic Sign Assembly, Code 2

Traffic Sign Assembly, Code 5

Traffic Sign Assembly, Code 6

Traffic Sign Assembly, Code 7

Traffic Sign Assembly, Code 2 & 3

Traffic Sign Assembly, Code No. 3 & 4

Reconstruction of Existing Concrete Shallow Gutter

Concrete Barrier F Shape, Type C

Concrete Barrier, Case I, Type C

Special Concrete Barrier, Case I, Type D

Field Office

Traffic Sign Assembly, Code 2, 3, 4 & 5

Removal, Storage and Delivery of Guardrail

Thrie-Beam Transition Section, Type II

Chain-Link Fence, Type B

Barbed Wire Fence, Type A

Curb & Gutter Type-F

Curb Type-D

B-4

Schedule A

Project No:

Item No.

Quantity Unit Unit Price Amount

PR ER PRMNT RPR(9) - Landslide Repairs - West Contract 1 Name: ER HWY Sites - 63, 64, 66, 67, 71, & 72

61400-2000

Line A1100 2,405 m3 $ $

61700-1000

Line A1120 3 m2 $ $

61700-2000

Line A1140 50 m2 $ $

61700-3000

Line A1160 18 m2 $ $

61701-3000

Line A1180 25 m3 $ $

61800-1000

Line A1200 522 M $ $

61800-2000

Line A1220 1,605 M $ $

62100-1000

Line A1240 4 Each $ $

62200-5000

Line A1260 3 m3 $ $

62200-7000

Line A1280 7 m3 $ $

62200-8000

Line A1300 354 m3 $ $

62200-9000

Line A1320 3 m3 $ $

62201-0000

Line A1340 138 m3 $ $

62201-1000

Line A1360 6 m3 $ $

62201-4000

Line A1380 2 m3 $ $

62500-1000

Line A1400 10 m3 $ $

62600-4000

Line A1420 16 Each $ $

62700-1000

Line A1440 17 m2 $ $

Filter Blanket Type E

Grouted Riprap, Class II

Filter Blanket Type D

Furnishing and placing loamy topsoil

Protection of Existing Trees to Remain

Seeding (without mulch)

Pavement Markings Thermoplastic (White)

Kilometer Marker

Filter Blanket Type A

Grouted Riprap, Class I

Grouted Riprap, Class III

Filter Blanket Type B

Gabions

Concrete Paved Waterway

Concrete Paved Waterway Type I

Concrete Paved Waterway Type II

Bed Course Material

Pavement Markings Thermoplastic (Yellow)

B-5

Schedule A

Project No:

Item No.

Quantity Unit Unit Price Amount

PR ER PRMNT RPR(9) - Landslide Repairs - West Contract 1 Name: ER HWY Sites - 63, 64, 66, 67, 71, & 72

62700-4000

Line A1460 1,215 m2 $ $

62800-0000

Line A1480 85 m2 $ $

63200-1000

Line A1500 55 M $ $

63501-0000

Line A1520 ALL LPSM $

63501-5000

Line A1540 1 Each $ $

63501-6000

Line A1560 1 Each $ $

63501-7000

Line A1580 390 M $ $

63501-8000

Line A1600 ALL LPSM $

63501-9000

Line A1620 1 Each $ $

63502-0000

Line A1640 1 Each $ $

63502-1000

Line A1660 1 Each $ $

63502-2000

Line A1680 1 Each $ $

63502-4000

Line A1700 1 CTSM $

63600-0000

Line A1720 210 M $ $

63600-3000

Line A1740 6 Each $ $

63601-5000

Line A1760 ALL LPSM $

63601-6000

Line A1780 2 Each $ $

63602-1000

Line A1800 1 CTSM $

Utility Company Compensation (PREPA)

4" PVC, DR-14

4" Gate Valve

Adjustment of PRASA Facilities

Water Service Connection

Utility Company Compensation (PRASA)

Conductor 336.4 MCM ACSR (Furnishing Only)

Adjustment of PREPA Facilities

PREPA Distribution Standard M16-3 (Furnishing Only)

PREPA Distribution Standard M16-4 (Furnishing Only)

PREPA Distribution Standard M2-1 (Furnishing Only)

PREPA Distribution Standard STL-10 (Furnishing Only)

Erosion Control Blanket

Sodding

Cleaning and Repair of Storm Sewers

Removal of Existing PREPA Facilities

PREPA Distribution Standard CP-C1-P (Furnishing Only)

Utility Concrete Pole, Class H-6, 50' Size (Furnishing Only)

25,000.00

48,000.00

B-6

Schedule A

Project No:

Name: ER HWY Sites - 63, 64, 66, 67, 71, & 72

Item No.

Quantity Unit Unit Price Amount

PR ST ER PRMNT RPR(9) - Landslide Repairs - West Contract 1

63800-1000

Line A1820 ALL LPSM $

64000-0000

Line A1840 40 Each $ $

64000-1000

Line A1860 60 Each $ $

64000-2000

Line A1880 26 Each $ $

66100-1000

Line A1900 3 Each $ $

91001-8000

Line A1920 4 Each $ $

91200-0000

Line A1940 30 m2 $ $

91300-4000

Line A1960 8 Each $ $

93400-5000

Line A1980 43 m3 $ $

93501-0000

Line A2000 30 Each $ $

Prefabricated Drainage Composite

Removal of Existing Traffic Signs

Class II Concrete - Rubble Concrete

Locate Utility, Test Pit

Maintenance of Traffic

Reflective Raised Pavt.Mark., One way, Clear

Reflective Raised Pavement Marking, Two Way, Yellow

Reflective Raised Pavement Marking, One Way, White

Project Funding Sign

New Transition Module Speed<45 mph (Cast-in-Place)

B-7

Schedule B

Project No:

Item No.

Quantity Unit Unit Price Amount

15001-0000

Line B0020 ALL LPSM $

15100-1000

Line B0040 ALL LPSM $

15102-0000

Line B0060 1 CTSM $

15401-0000

Line B0080 ALL LPSM $

15401-1000

Line B0100 ALL LPSM $

15401-2000

Line B0120 ALL LPSM $

15501-0000

Line B0140 ALL LPSM $

20100-3000

Line B0160 ALL LPSM $

20100-4000

Line B0180 ALL LPSM $

20200-5000

Line B0200 35 m2 $ $

20200-6000

Line B0220 ALL LPSM $

20200-7000

Line B0240 10 m $ $

20200-8000

Line B0260 65 m3 $ $

20200-9000

Line B0280 15 m $ $

20201-1000

Line B0300 ALL LPSM $

20201-2000

Line B0320 38 m $ $

20201-3000

Line B0340 37 m $ $

20300-0000

Line B0360 298 m3 $ $

20301-2000

Line B0380 385 m3 $ $

Schedule Total: ________________________

Submitted by: _________________________

Removal of existing Water line 3/4" diam. PVC

Removal of existing Water line 4" diam. D.I.

Unclassified Excavation

PR ER PRMNT RPR(9) - Landslide

Repairs West Region Contract 1 Name: ER HWY Sites - 110, 111 & 112

Construction survey and staking

Mobilization

Reimbursement for Municipality

Contractor testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Cultural Resources Protection and Monitoring)

Borrow Material Class B (A-2-4)

Removal of Bituminous Pavement

Removal of existing Water line

Demolition of Concrete Slab

Construction schedule

Clearing and Grubbing

Removal of Trees - large

Demolition of Concrete Sidewalk

Partial Demolition of exisiting RW

Removal of Temporary Concrete Barrier

54,000.00

B-8

Schedule B

Project No:

Item No.

Quantity Unit Unit Price Amount

PR ER PRMNT RPR(9) - Landslide

Repairs West Region Contract 1 Name: ER HWY Sites - 110, 111 & 112

20600-1000

Line B0400 779 m3 $ $

20600-3000

Line B0420 2 m3 $ $

20700-1000

Line B0440 8 m3 $ $

20900-1000

Line B0460 75 m3 $ $

21000-2000

Line B0480 203 m $ $

21000-5000

Line B0500 101 Each $ $

21001-7000

Line B0520 192 m2 $ $

30400-4000

Line B0540 35 m3 $ $

40300-1000

Line B0560 46 m3 $ $

42100-7000

Line B0580 148 TON $ $

42100-9000

Line B0600 53 TON $ $

60200-0000

Line B0620 15,678 LBS $ $

60500-5000

Line B0640 42 M $ $

60500-6000

Line B0660 16 M $ $

60500-9000

Line B0680 17 M $ $

60600-1000

Line B0700 75 M $ $

60600-4000

Line B0720 77 M $ $

60604-4000

Line B0740 8 Each $ $

60900-1000

Line B0760 101 M $ $

Thrie-Beam Transition Section, Type II

Curb & Gutter Type-F

4 in. Pipe (Weep Holes), Type PVC

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Guardrail

Aggregate Base Course Grading A

Asphalt Cold Milling

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

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

Foundation Fill

Crushed Stone

Soil erosion control, silt fence

Reinforcing Steel

6 in. Pipe Underdrain, Type PVC, Perforated

6 in. Pipe Underdrain, Type PVC

Unclassified Excavation for Structure

Unclassified Excavation for structure - Stone Rev.

Soil erosion control, straw bales

Plastic Liners

10.00

15.00

2,030.00

1,515.00

11.00 2,112.00

B-9

Schedule B

Project No:

Item No.

Quantity Unit Unit Price Amount

PR ER PRMNT RPR(9) - Landslide

Repairs West Region Contract 1 Name: ER HWY Sites - 110, 111 & 112

61000-5000

Line B0780 42 M $ $

61000-6000

Line B0800 26 M $ $

61101-0000

Line B0820 15 mo $ $

61700-9000

Line B0840 50 m2 $ $

61701-0000

Line B0860 25 m2 $ $

61701-1000

Line B0880 190 m2 $ $

61701-2000

Line B0900 2 m2 $ $

61800-2000

Line B0920 391 M $ $

62101-1000

Line B0940 5 Each $ $

62201-2000

Line B0960 40 m3 $ $

62300-3000

Line B0980 3 m3 $ $

62300-6000

Line B1000 4 m3 $ $

62300-7000

Line B1020 40 m3 $ $

62300-8000

Line B1040 5 m3 $ $

62500-2000

Line B1060 95 m3 $ $

62600-0000

Line B1080 1,650 Each $ $

62700-2000

Line B1100 307 m2 $ $

62700-3000

Line B1120 323 m2 $ $

62800-0000

Line B1140 295 m2 $ $

Turf Establishement

Erosion Control Blanket (Jute Mesh)

Sodding

Stone Revetment, Type I

Filter Material Type A

Stone Revetment, Type II

Filter Material Type C

Topsoil

Vetiver Grass

Swale Type II

Swale Type III

Swale Type IV (Dumped Rip Rap Class I)

Pavement Markings Thermoplastic (White)

Object Markers

Dumped Riprap Type II

Concrete Barrier, Type F

Concrete Traffic Barrier, Type C

Field Office

Concrete Cross Gutter

B-10

Schedule B

Project No:

Name: ER HWY Sites - 110, 111 & 112

Item No.

Quantity Unit Unit Price Amount

PR ST ER PRMNT RPR(9) - Landslide Repairs West Region Contract 1

63200-2000

Line B1160 ALL LPSM $

63502-4000

Line B1180 1.000 CTSM $

63601-1000

Line B1200 40 M $ $

63601-2000

Line B1220 4 Each $ $

63601-3000

Line B1240 40 M $ $

63601-4000

Line B1260 8 Each $ $

63602-1000

Line B1280 1 CTSM $

63800-1000

Line B1300 ALL LPSM $

66100-1000

Line B1320 1 Each $ $

91001-5000

Line B1340 11 Each $ $

91200-0000

Line B1360 173 m2 $ $

93400-4000

Line B1380 301 m3 $ $

93501-0000

Line B1400 15 Each $ $

Flanged Couplings Adapter 4" diam., H.F.

3/4" pipe PVC SCH 40

3/4" - 45° PVC SCH 40 Elbow

Utility Company Compensation (PRASA)

Maintenance of Traffic

Project Funding Sign

Cleaning and Repair of Existing Box Culvert

Utility Company Compensation (PREPA)

4" Ductil Iron Pipe

New Transition Module (Less than 45 mph)

Prefabricated Drainage Composite

Class III (General Use) (1) Concrete

Locate Utility, Test Pit

5,000.00

5,000.00

B-11

Schedule C

Project No:

Item No.

Quantity Unit Unit Price Amount

15001-0000

Line C0020 ALL LPSM $

15100-1000

Line C0040 ALL LPSM $

15102-0000

Line C0060 1 CTSM $

15401-0000

Line C0080 ALL LPSM $

15401-1000

Line C0100 ALL LPSM $

15401-2000

Line C0120 ALL LPSM $

15501-0000

Line C0140 ALL LPSM $

20200-0000

Line C0160 ALL LPSM $

20300-0000

Line C0180 114 m3 $ $

20301-0000

Line C0200 588 m3 $ $

20600-1000

Line C0220 1,987 m3 $ $

21000-2000

Line C0240 218 m $ $

30101-0000

Line C0260 25 m3 $ $

30400-3000

Line C0280 4 m3 $ $

30500-1000

Line C0300 30 m3 $ $

40300-1000

Line C0320 376 m2 $ $

42100-7000

Line C0340 74 TON $ $

42100-9000

Line C0360 62 TON $ $

PR ER PRMNT RPR(9) - Landslide Repairs West Region Contract 1 Name: ER HWY Sites - 90, 332 & 361

Schedule Total: ________________________

Submitted by: _________________________

Asphalt Cold Milling

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

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

Construction survey and staking

Mobilization

Reimbursement for Municipality

Contractor testing

Contractor Testing (Biological Species Monitoring)

Contractor Testing (Cultural Resources Protection and Monitoring)

Subbase Course

Aggregate Base Course

Lean Concrete Base

Construction schedule

Removal Structures and Obstructions

Unclassified Excavation

Borrow Class B

Unclassified Excavation for Structure

Soil erosion control, silt fence

26,000.00

10.00 2,180.00

B-12

Schedule C

Project No:

Item No.

Quantity Unit Unit Price Amount

PR ER PRMNT RPR(9) - Landslide Repairs West Region Contract 1 Name: ER HWY Sites - 90, 332 & 361

60200-0000

Line C0380 1,000 LBS $ $

60500-6000

Line C0400 11 M $ $

60500-8000

Line C0420 35 M $ $

60600-1000

Line C0440 45 M $ $

60604-3000

Line C0460 1 Each $ $

60800-0000

Line C0480 71 m2 $ $

60900-1000

Line C0500 20 M $ $

61000-8000

Line C0520 85 M $ $

61700-2000

Line C0540 209 m2 $ $

61800-1000

Line C0560 195 M $ $

61800-2000

Line C0580 250 M $ $

62200-2000

Line C0600 64 m3 $ $

62201-3000

Line C0620 6 m3 $ $

62500-1000

Line C0640 7 m3 $ $

62800-0000

Line C0660 65 m2 $ $

63602-0000

Line C0680 8 M $ $

63800-1000

Line C0700 ALL LPSM $

66100-1000

Line C0720 3 Each $ $

18" PVC Pipe

Maintenance of Traffic

Project Funding Sign

Pavement Markings Thermoplastic (Yellow)

Pavement Markings Thermoplastic (White)

Filter Blanket

W-Beam Guardrail, Single Face

Thrie-Beam Transition Section, Type I

Sidewalks

Dumped Riprap Type I

Furnishing and placing loamy topsoil

Sodding

Reinforcing Steel

6 in. Pipe Underdrain, Type PVC

6" Underdrain Perforated Pipe

Curb & Gutter Type-F

Modified Concrete Barrier, Type B

Concrete Paved Waterway Type I

B-13

Schedule C

Project No:

Item No.

Quantity Unit Unit Price Amount

PR ER PRMNT RPR(9) - Landslide Repairs West Region Contract 1 Name: ER HWY Sites - 90, 332 & 361

91001-6000

Line C0740 1 Each $ $

92600-0000

Line C0760 85 m2 $ $

93501-0000

Line C0780 15 Each $ $

New Transition Module (More than 45 mph)

Mechanically stabilized earth retaining wall

Locate Utility, Test Pit

B - 14

PRICE PROPOSAL SUMMARY

Project PR ST ER PRMNT RPR(9)

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

(2) Schedule B Bid Total (from Page B-7) = (2) $____________________

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

Total Price of Project (for evaluation purposes only)

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

The performance period for the completion of Schedule A+B+C is 600 calendar days.

B Pages Changes Summary

B Pages changes

1. Delete the Price Proposal Bid Schedules and Price Proposal Summary, pages B-1 through B-

14, and substitute with the amended Cost Proposal Bid Schedules and Price Proposal Bid Summary, pages B-1 through B-14.

a. Revised Pay Items unit of measurement to the following Schedule B pay items:

1. Pay Item 20200-8000 Removal of Bituminous Pavement

2. Pay Item 60500-9000 4 in. Pipe (Weep Holes), Type PVC

b. Revised bid quantities for the following Schedule B pay item:

1. Pay Item 20200-8000 Removal of Bituminous Pavement

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 proposal due date may not be answered in time for the offeror to properly incorporate the responses into their proposal.

1. The Clearing and Grubbing pay items are typically quoted per unit of Cda. If we have to estimate or measure the areas for this item, these results may vary from contractors, thus we suggest that this pay item should be changed to unit area.

Response: The unit of measure for item 20100-3000 Clearing and Grubbing will stay

LPSM.

2. The Reconditioning of Shoulder & Ditches pay item should be per unit length. If we have to estimate or measure the length for this item, these results may vary from contractors, thus we suggest that this pay item should be changed to unit length.

Response: The unit of measure for item 21200-0000 Reconditioning of Shoulder & Ditches will stay LPSM.

3. The pay item 20200-8000 on Schedule B says that the unit is square meters. These items are usually quoted per cubic meter. Is this an error or the unit should stay in square meters?

Response: The unit of measurement and quantity for the item 20200-8000 Removal of Bituminous Pavement were revised through this amendment.

4. The pay item 60500-9000 on Schedule B displays the unit as 0. It should be changed to display meters. Please provide the corrected Schedule.

Response: The unit of measurement for item 60500-9000 4 in. Pipe (Weep Holes), Type PVC was revised through this amendment.

5. Please Clarify the fallowing concern: 1-Municipal tax amount for Item 15102-0000 line A0060 is $267,000.00. Please confirm that the amount is based on 10% as per San Sebastian Municipal Tax rule.

Response: The Municipal Tax Payment pay item is a Contingency Sum (CTSM) pay item as defined on Subsection 109.02(s) of the Special Contract Requirements (page J-63). This amount will be adjusted based on the actual allowable costs that the contractor incurs paying municipal taxes as described in Subsections 109.02(s) and

151.02 of the Special contract requirements (pages J-63 and J-89). If the allowable costs are larger or lower than what is estimated, the amount will be adjusted.

mailto:eflhd.contracts@dot.gov

Questions/Clarifications

6. We respectfully suggest to extend the bid date to November 30 for these reasons:

a. Some of the suppliers have contacted us with the concern that they are finding it difficult to provide quotes due to the deficit in production and distribution.

b. There are many bid proposals due for PRHTA in the same week which could lead to low participation for this bid.

Response: This amendment will reschedule the Proposals Opening date to December 2, 2021 at 2:00 P.M. EST. However, questions submitted after this amendment may not be answered or answered in time for the Offerors to properly incorporate the responses into their proposals.