Amendment 0002 - PR ER DOT PRMNT RPR(20).pdf
PDF 3 MB Posted
- Solicitation number
- 693C73-23-B-000009
About this file
This document provides details for a federal contract solicitation to perform landslide repairs to roadways in Añasco, Puerto Rico. The project consists of repairing sections of PR-108 and PR-109 damaged by landslides, and includes embankment stabilization, retaining walls, drainage installation, milling, paving, guardrails, signage, and temporary traffic control. Bids are sought from small business concerns only for repair work expected to cost between $2-5 million. Interested vendors must register at SAM.gov to receive email notifications and download solicitation documents from the website. Bids are due on the date specified in solicitation block 13a. Annual representations and certifications must be completed at SAM.gov and VETS-4212 at dol.gov/vets/vets4212. Questions regarding construction projects should be emailed to eflhd.contracts@dot.gov.
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(x)
693C7323B000009 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 1405/08/20230002
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
04/11/2023
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(20)
The purpose of this Amendment is to:
1) Revise the Solicitation Bid Schedule (B Pages) to:
a) Replace the Bid Schedule Pages and Bid Summary Sheet to update the description.
b) See B Pages Changes Summary_Amendment 2.pdf for details.
2) Revise the Plan as follows:
a) Schedule A (AC-829579): Replace Sheets 8 (GR-A 08) Quantity Summary, 41 (GR-B 08)
Quantity Summary, 75 (GR-C 09) Quantity Summary, 106 (GR-D 08) Quantity Summary, and 136
Continued ...
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
2 19
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
693C7323B000009/0002
(GR-E 08) Quantity Summary.
b) See Amended Quantity Summary_GR-A
08-829579_Amendment 2.pdf, Amended Quantity
Summary_GR-B 08-829579_Amendment 2.pdf, Amended
Quantity Summary_GR-C 09-829579_Amendment 2.pdf, Amended Quantity Summary_GR-D 08-829579_Amendment
2.pdf, and Amended Quantity Summary_GR-E
08-829579_Amendment 2.
3) Provide a summary of responses to questions/clarifications asked by potential bidders.
4) Reschedule the bid opening date to May 16, 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 (20)
Puerto Rico Highway and Transportation Authority
Landslide repairs in Añasco, Puerto Rico
Solicitation: 693C73-23-B-000009
The purpose of this Amendment is to:
1) Revise the Solicitation Bid Schedule (B Pages) to:
a) Replace the Bid Schedule Pages and Bid Summary Sheet to update the description.
b) See B Pages Changes Summary_Amendment 2.pdf for details.
2) Revise the Plan as follows:
a) Schedule A (AC-829579): Replace Sheets 8 (GR-A 08) Quantity Summary, 41
(GR-B 08) Quantity Summary, 75 (GR-C 09) Quantity Summary, 106 (GR-D 08)
Quantity Summary, and 136 (GR-E 08) Quantity Summary.
b) See Amended Quantity Summary_GR-A 08-829579_Amendment 2.pdf, Amended Quantity Summary_GR-B 08-829579_Amendment 2.pdf, Amended
Quantity Summary_GR-C 09-829579_Amendment 2.pdf, Amended Quantity
Summary_GR-D 08-829579_Amendment 2.pdf, and Amended Quantity
Summary_GR-E 08-829579_Amendment 2.
3) Provide a summary of responses to questions/clarifications asked by potential bidders.
4) Reschedule the bid opening date to May 16, 2023 at 2:00 p.m. EST.
B Pages Changes Summary Page 1 of 1
B Pages changes
1. Delete Bid Schedule Pages and Bid Summary Sheet B-1 through B-5 and substitute with the amended Bid Schedule Pages and Bid Summary Sheet, pages B-1 through B-5.
a) Delete the following pay item on Schedule A:
1. Pay item 61310-1000 Traffic Sign Assembly, Code 1
2. Pay item 61310-5000 Traffic Sign Assembly, Code 5
b) Add the following pay items on Schedule A:
1. 61310-1000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-22)
2. 61310-2000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-23)
3. 61310-3000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-25)
4. 61310-4000 Traffic Sign Assembly, Code 5 and 6 (ER-HWY-25)
5. 61310-5000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-26)
6. 61310-6000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-27)
7. 61701-1000 (Bed Course Material)
8. 62100-2000 Hectometer Marker
B I D S C H E D U L E
SCHEDULE: A Account: ALL
PROJECT NO: PR ER DOT PRMNT RPR(20)
PROJECT NAME: AC-829579 (ER-HWY 22, 23, 25, 26, & 27)
CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
15000-1000 Line 0010 ALL LPSM $
15100-1000 Line 0020 ALL LPSM $
15102-0000 Line 0030 1 CTSM $ 275,000.00$
15401-0000 Line 0040 ALL LPSM $
15401-1000 Line 0050 ALL LPSM $
15501-0000 Line 0060 ALL LPSM $
20100-0000 Line 0070 1.50 Cuerda $ $
20100-4000 Line 0080 2 Each $ $
20200-1000 Line 0090 ALL LPSM $
20300-1000 Line 0100 620 m3 $ $
20300-5000 Line 0110 860 m3 $ $
20500-1000 Line 0120 215 m3 $ $
20600-1000 Line 0130 1,870 m3 $ $
21000-1000 Line 0140 520 M 10.00$ 5,200.00$
21000-2000 Line 0150 115 Each 15.00$ 1,725.00$
30100-1000 Line 0160 210 m3 $ $
30400-2000 Line 0170 50 m3 $ $
30500-1000 Line 0180 80 m2 $ $
40300-1000 Line 0190 1,980 m2 $ $
Schedule Total: _________________________
Submitted by: __________________________
Subbase Course
Aggregate Base Course, Class A
Lean Concrete Base
Construction Survey and Staking
Mobilization
Reimbursement for Municipal Tax Payments
Contractor Testing
Contractor Testing (Biological Species Monitoring)
Construction Schedule
Cold Milling Bituminous Concrete Pavement
Unclassified Excavation for Structures
Silt Fence
Straw Bales
Clearing and Grubbing
Cutting and Removing Trees, Large (25" to 46" Diameter)
Removal of Structures and Obstructions
Unclassified Excavation
Borrow Class B
Trench Excavation, Unclassified
B-1
Ricardo.Reyes Text Box
PROJECT NO: PR ER DOT PRMNT RPR(20)
PROJECT NAME: AC-829579 (ER-HWY 22, 23, 25, 26, & 27)
CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: _________________________
Submitted by: __________________________
42101-1000 Line 0200 380 TON $ $
42101-2000 Line 0210 170 TON $ $
60200-1000 Line 0220 19,000 lb $ $
60300-2000 Line 0230 26 M $ $
60300-3000 Line 0240 12 M $ $
60402-5000 Line 0250 2 Each $ $
60402-6000 Line 0260 1 Each $ $
60402-7000 Line 0270 3 Each $ $
60402-8000 Line 0280 2 Each $ $
60402-9000 Line 0290 2 Each $ $
60500-3000 Line 0300 145 M $ $
60600-4000 Line 0310 205 M $ $
60600-9000 Line 0320 280 M $ $
60601-1000 Line 0330 5 Each $ $
60700-1000 Line 0340 180 M $ $
60900-2000 Line 0350 275 M $ $
60900-6000 Line 0360 195 M $ $
61000-3000 Line 0370 1 Each $ $
61000-4000 Line 0380 55 M $ $
Concrete Barrier, End Section, Type CE-MED
Concrete Barrier, F Shape (Modified)
Barbed Wire Fence, Type A
Combination Concrete Curb and Gutter, Type-F
Concrete Gutter (Paved)
Inlet, Type 4A, 30" Dia.
Inlet, Type 5, 24" Dia.
3 inch Pipe Underdrain, Type PVC
Reinforcing Steel
24" Reinforced Concrete Pipe Class-III
30" Reinforced Concrete Pipe Class-III
Removal, Storage and Delivery of Existing Guardrail
Corrugated Steel Guardrail, Single Face
ThrieBeam Transition Section, Type II
Warm Mix Asphalt (WMA) Concrete, Type S (75)(38)
Warm Mix Asphalt (WMA) Concrete, Type B (75)(34)
24" Headwall, Type D
30" Headwall, Type D
Inlet, Type 4A, 24" Dia.
B-2
Ricardo.Reyes
PROJECT NO: PR ER DOT PRMNT RPR(20)
PROJECT NAME: AC-829579 (ER-HWY 22, 23, 25, 26, & 27)
CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: _________________________
Submitted by: __________________________
61100-1000 Line 0390 22 mo $ $
61310-1000 Line 0400 2 Each $ $
61310-2000 Line 0410 2 Each $ $
61310-3000 Line 0420 2 Each $ $
61310-4000 Line 0430 8 Each $ $
61310-5000 Line 0440 2 Each $ $
61310-6000 Line 0450 2 Each $ $
61400-1000 Line 0460 520 m3 $ $
61700-1100 Line 0470 95 m2 $ $
61700-1200 Line 0480 180 m2 $ $
61700-1300 Line 0490 285 m2 $ $
61701-1000 Line 0500 60 m3 $ $
61800-2000 Line 0510 885 M $ $
62100-2000 Line 0520 2 Each $ $
62101-2000 Line 0530 33 Each $ $
62200-1000 Line 0540 25 m3 $ $
62200-7000 Line 0550 80 m3 $ $
62500-1000 Line 0560 110 m3 $ $
62600-1000 Line 0570 12,950 Each $ $
Grouted Riprap, Class II
Furnishing and Placing Loamy Topsoil
Planting Vetiver Grass
Concrete Paved Waterway, Type V
Bed Course Material
Thermoplastic Pavement Marking Stripes, white (0.15 mts. Width)
Hectometer Marker
Right-of-way Marker
Filter Blanket, Class II
Traffic Sign Assembly, Code 5 and 6 (ER-HWY-25)
Traffic Sign Assembly, Code 1 and 2 (ER-HWY-26)
Traffic Sign Assembly, Code 1 and 2 (ER-HWY-27)
Gabions
Concrete Paved Waterway, Type I
Concrete Paved Waterway, Type IV
Field Office
Traffic Sign Assembly, Code 1 and 2 (ER-HWY-22)
Traffic Sign Assembly, Code 1 and 2 (ER-HWY-23)
Traffic Sign Assembly, Code 1 and 2 (ER-HWY-25)
B-3
Ricardo.Reyes
PROJECT NO: PR ER DOT PRMNT RPR(20)
PROJECT NAME: AC-829579 (ER-HWY 22, 23, 25, 26, & 27)
CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount
Schedule Total: _________________________
Submitted by: __________________________
63200-2000 Line 0580 80 M $ $
63600-1000 Line 0590 180 M $ $
63604-1000 Line 0600 ALL LPSM $
63604-8000 Line 0610 1 CTSM $ 20,000.00$
63802-1000 Line 0620 ALL LPSM $
66100-1000 Line 0630 1 Each $ $
91001-6000 Line 0640 6 Each $ $
91200-0000 Line 0650 170 m2 $ $
92400-1000 Line 0660 1,085 m2 $ $
93400-1000 Line 0670 175 m3 $ $
93501-0000 Line 0680 6 Each $ $
Structural Concrete, Class III (General Use)
Locate Utility, Test Pit
Utility Company Compensation (PRASA)
Maintenance of Traffic (MOT)
Project Funding Sign
Transiton Module to Concrete Parapet
Prefabricated Drainage Composite
Erosion Control Blanket Type 4
Cleaning and Repair of Storm Sewer
4" PVC Pipe, SDR 14
Removal of Existing PRASA Facilities
B-4
Ricardo.Reyes
BID SUMMARY
Project PR ER DOT PRMNT RPR(20)
(1) Schedule A (Base Contract) Bid Total (from Page B-1) = (1) $____________________
The performance period for the completion of Schedule A is 610 Calendar Days
B-5
Ricardo.Reyes
Plan Sheet changes 1 of 1
Plan Sheet changes
PLANS_AC-829579_adv.pdf
1. Delete Plan Sheet 8 (GR-A 08) Quantity Summary and substitute with the Amended Quantity Summary_GR-A 08-829579_Amendment 2.
a) Sheet 8 (GR-A 08) Quantity Summary was updated to add a note.
2. Delete Plan Sheet 41 (GR-B 08) Quantity Summary and substitute with the Amended
Quantity Summary_GR-B 08-829579_Amendment 2.
a) Sheet 41 (GR-B 08) Quantity Summary was updated to add a note.
3. Delete Plan Sheet 75 (GR-C 09) Quantity Summary and substitute with the Amended Quantity Summary_GR-C 09-829579_Amendment 2.
a) Sheet 75 (GR-C 09) Quantity Summary was updated to add a note.
4. Delete Plan Sheet 106 (GR-D 08) Quantity Summary and substitute with the Amended Quantity Summary_GR-D 08-829579_Amendment 2.
a) Sheet 106 (GR-D 08) Quantity Summary was updated to add a note.
5. Delete Plan Sheet 136 (GR-E 08) Quantity Summary and substitute with the Amended Quantity Summary_GR-E 08-829579_Amendment 2.
a) Sheet 136 (GR-E 08) Quantity Summary was updated to add a note.
PR
SHEETS
TOTAL
SHEET
No.
FISCAL
YEARISLANDMUNICIPALITYHIGHWAY
PR
AC PROJECT
CODE NO.
FED.AID H'WAY
PROJECT NO.
R E V I S I O NDATE
SHEETS
TOTAL
SHEET
No.
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
A JOSE A. BATLLE & ASOCIADOS, C.S.P.AJ
B
GR-A
LANDSLIDE AND ROAD DAMAGE
EVALUATION AND REPAIR
RECOMMENDATIONS
QUANTITY SUMMARY
AÑASCOPR-108
SITE-"A" (ER-HWY-22) PR-108 Km. 20.4
R299999579
AC-829579C
ROW
QUANTITY SUMMARY 165
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AM
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A.
B at lle
A so ci ad os
, C .S
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Ricardo.Reyes Text Box Amendment No. 0002
Ricardo.Reyes Text Box
NOTE:
Payment for contract work is provided, either directly or indirectly, under the pay items listed in the bid schedule. Refer to the bid schedule and Subsection 109.05 of the Special Contract Requirements.
TOTAL
SHEET
No.
FISCAL
YEARISLANDMUNICIPALITYHIGHWAY
PR
AC PROJECT
CODE NO.
FED.AID H'WAY
PROJECT NO.
R E V I S I O NDATE
SHEETS
TOTAL
SHEET
No.
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
A JOSE A. BATLLE & ASOCIADOS, C.S.P.AJ
B
GR-B
LANDSLIDE AND ROAD DAMAGE
EVALUATION AND REPAIR
RECOMMENDATIONS
QUANTITY SUMMARY
AÑASCOPR-109
SITE-"B" (ER-HWY-23) PR-109 Km. 7.24
R E V I S I O NDATE
R299999579
AC-829579C
ROW
QUANTITY SUMMARY
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AM
, J os e
A.
B at lle
A so ci ad os
, C .S
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Ricardo.Reyes Text Box Amendment No. 0002
Ricardo.Reyes Text Box
Payment for contract work is provided, either directly or indirectly, under the pay items listed in the bid schedule. Refer to the bid schedule and Subsection 109.05 of the Special Contract Requirements.
TOTAL
SHEET
No.
FISCAL
YEARISLANDMUNICIPALITYHIGHWAY
PR
AC PROJECT
CODE NO.
FED.AID H'WAY
PROJECT NO.
R E V I S I O N
SHEETS
TOTAL
SHEET
No.
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
A JOSE A. BATLLE & ASOCIADOS, C.S.P.AJ
B
GR-C
LANDSLIDE AND ROAD DAMAGE
EVALUATION AND REPAIR
RECOMMENDATIONS
QUANTITY SUMMARY
AÑASCO
SITE-"C" (ER-HWY-25) PR-109 Km. 9.4
DATE
PR-109 2022
R299999579
AC-829579C
ROWQUANTITY SUMMARY 165
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Ricardo.Reyes Text Box Amendment No. 0002
Ricardo.Reyes Text Box
Payment for contract work is provided, either directly or indirectly, under the pay items listed in the bid schedule. Refer to the bid schedule and Subsection 109.05 of the Special Contract Requirements.
TOTAL
SHEET
No.
FISCAL
YEARISLANDMUNICIPALITYHIGHWAY
PR
AC PROJECT
CODE NO.
FED.AID H'WAY
PROJECT NO.
R E V I S I O NDATE
SHEETS
TOTAL
SHEET
No.
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
A JOSE A. BATLLE & ASOCIADOS, C.S.P.AJ
B
GR-D
LANDSLIDE AND ROAD DAMAGE
EVALUATION AND REPAIR
RECOMMENDATIONS
QUANTITY SUMMARY
AÑASCO
SITE-"D" (ER-HWY-26) PR-109 Km. 10.3
2022PR-109
R299999579
AC-829579C
ROW
QUANTITY SUMMARY
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Ricardo.Reyes Text Box Amendment No. 0002
Ricardo.Reyes Text Box
Payment for contract work is provided, either directly or indirectly, under the pay items listed in the bid schedule. Refer to the bid schedule and Subsection 109.05 of the Special Contract Requirements.
TOTAL
SHEET
No.
FISCAL
YEARISLANDMUNICIPALITYHIGHWAY
PR
AC PROJECT
CODE NO.
FED.AID H'WAY
PROJECT NO.
R E V I S I O NDATE
SHEETS
TOTAL
SHEET
No.
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
A JOSE A. BATLLE & ASOCIADOS, C.S.P.AJ
B
GR-E
LANDSLIDE AND ROAD DAMAGE
EVALUATION AND REPAIR
RECOMMENDATIONS
QUANTITY SUMMARY
AÑASCO
SITE-"E" (ER-HWY-27) PR-109 Km. 16.5
R E V I S I O NDATE
2022PR-109
R299999579
AC-829579C
ROWQUANTITY SUMMARY 165
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Ricardo.Reyes Text Box Amendment No. 0002
Ricardo.Reyes Text Box
Payment for contract work is provided, either directly or indirectly, under the pay items listed in the bid schedule. Refer to the bid schedule and Subsection 109.05 of the Special Contract Requirements.
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 bid.
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. There is a pay item for 4” diameter underdrain. But the underdrains shown in the plans have a diameter of 3”. Please clarify which applies.
Response: The pay item for pavement underdrain is 60500-3000 3 inch Pipe Underdrain, Type PVC has been revised from the bid schedule through this amendment. Refer to the amended B pages.
Contractors are required to coordinate with the CO any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21. Payment will be made for the actual quantities of work performed and accepted or material furnished according to the contract. The scheduled quantities may be increased, decreased, or deleted.
2. What are the activities that corresponds to pay item 93400-1000 Structural Concrete Class III, General Use? The proposal quantity does not match the plan quantities tables (GR sheets).
Response: Specification 934, Class III (General Use) is used for gravity retaining walls footing, STEM concrete, pavement drain end block detail, and any other work referring to concrete specification 934, Class III (General Use). Also, when the plans and other contract documents reference concrete specifications 601 and 610 shall be interpreted as referring to Special Provision 934. Refer to Subsection 934-1.01.c of the SCRs for additional information.
Contractors are required to coordinate with the CO any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21. Payment will be made for the actual quantities of work performed and accepted or material furnished according to the contract. The scheduled quantities may be increased, decreased, or deleted.
mailto:eflhd.contracts@dot.gov
3. Please confirm that the F-Shape barrier concrete shall be Class III (Spec. 934).
Response: Use Class III (General Use) for concrete barrier “F” shape. When the plans and other contract documents reference concrete specification 610 shall be interpreted as referring to Special Provision 934. Refer to Subsection 934-1.01.c of the SCRs for additional information.
Contractors are required to coordinate with the CO any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21. Payment will be made for the actual quantities of work performed and accepted or material furnished according to the contract. The scheduled quantities may be increased,
4. Please confirm that both gravity wall footing and stem concrete shall be Class III (Spec.
934).
Response: Use Specification 934, Class III (General Use) for gravity retaining walls footing and STEM concrete. Refer to Subsection 934-1.01.c of the SCRs for additional information.
Contractors are required to coordinate with the CO any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21. Payment will be made for the actual quantities of work performed and accepted or material
5. There is only a pay item for traffic sign assembly 1 and 5. There are more sign codes on the plans and they do not match between sites (i.e. site A code 1 does not match site C code 1).
Please clarify.
Response: Pay item traffic sign assembly 1 and 5 have been deleted. Items 61310-1000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-22), 61310-2000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-23), 61310-3000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-25), 61310-4000 Traffic Sign Assembly, Code 5 and 6 (ER-HWY-25), 61310-5000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-26), 61310-6000 Traffic Sign Assembly, Code 1 and 2 (ER-HWY-27), and 62100-2000 Hectometer Marker was added to the bid schedule through this amendment. Refer to the amended B pages.
Contractors are required to coordinate with the CO any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21. Payment will be made for the actual quantities of work performed and accepted or material
6. Please confirm the under which pay item will the paved waterway bed course be paid. The specification indicates this is measured and paid for separately.
Response: Item 61701-1000 (Bed Course Material) was added to the bid schedule through this amendment. Refer to the amended B pages.
7. Will a Project Identification Sign be required for each one of the five Sites. Please clarify.
Response: One Project Identification Sign for this contract. Refer to the bid schedule.
8. For Site B, Item no. 34 calls for Filter Blanket A, but no Rip-Rap is indicated on the existing Headwall or in any other área of this Site B. Please clarify if Rip-Rap or other additional work is required at this area.
Response: Plan sheets 8 (GR-A 08), 41 (GR-B 08), 75 (GR-C 09), 106 (GR-D 08), and 136 (GR-E 08), Quantity Summary sheets have been revised in this amendment. Refer to the amended plan sheets.
9. For Site C, Item no. 46 calls for Pre-Fabricated Drainage Composite. As per page GR-C-05 among other Bid Documents no for Pre-Fabricated Drainage Composite is required for the Gabion Wall. Please clarify.
Response: Plan sheets 8 (GR-A 08), 41 (GR-B 08), 75 (GR-C 09), 106 (GR-D 08), and 136 (GR-E 08), Quantity Summary sheets have been revised in this amendment. Refer to the amended plan sheets.
10. Please confirm if the temporary widening in Site B and Site E are to be removed once the MOT phase is finished.
Response: The temporary widening pavement section needs to be restored to its original condition upon removal once the MOT phase is finished.
11. Please confirm if it's required to provide a youth partnership program (YPP). If so please indicate the pay item.
Response: This contract does not have a youth partnership program (YPP) requirement.
12. Do we include our prices for Gravity Retaining Walls in the Structural Concrete, Class III (General Use) item in the Bid Schedule? or does this prompt for an amended Bid Schedule?
Response: The Bid Schedule includes the pay items needed for the construction of the retaining walls. The pay items related to the gravity retaining walls are pay item 60200- 1000 Reinforcing Steel and 93400-1000 Structural Concrete, Class III (General Use).
The pay items for other components and materials for the construction of the walls were also provided. The pay item 93400-1000 must be used for both, base footing and STEM. Refer to the bid schedule and Subsection 934-1.01.c of the SCRs for additional information.
Contractors are required to coordinate with the CO any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21. Payment will be made for the actual quantities of work performed and accepted or material
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