Amendment 0004 - PR ER PRMNT RPR (10).pdf
PDF 3 MB Posted
- Solicitation number
- 693C73-22-R-000005
About this file
This is a solicitation for landslide repair and bridge construction services on PR-10 in Utuado, Puerto Rico. The project involves embankment reconstruction, reinforced soil slope systems, drainage installation, landslide stabilization, gabion retaining walls, soil nailing walls, box culvert construction, pavement restoration, pavement marking, guardrail replacement, and miscellaneous work. The solicitation will be issued on or about October 7, 2022, with proposals due on the date specified in Block 13a of the SF1442. A pre-bid meeting and site visit will be scheduled. Offerors must have experience with landslide repair and bridge projects and submit qualifications. This will be a lowest price technically acceptable solicitation conducted in two steps, with separate technical and price proposals. The work will be split into multiple schedules and contract options with a total project cost expected over $10 million. The Department of Transportation Federal Highway Administration is the agency, with questions to be directed to eflhd.contracts@dot.gov. Annual representations and certifications must be completed on sam.gov. Subcontracting plans are required for non-small businesses expected over $750,000 or $1.5 million for construction.
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(x)
693C7322R000005 x x
1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE
RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR
OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
ASHBURN VA 20147
ATTN: CONSTRUCTION
693C73
SUITE E2-3-300
QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
ASHBURN VA 20147
ATTN: ACQUISITIONS
693C73
SUITE E2-3-300
QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
See Block 1412/06/20210004
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
10/07/2021
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
Project PR ER PRMNT RPR (10)
The purpose of this Amendment is to:
1) Revise the Solicitation Bid Schedule (B Pages) to:
a) Replace the Price Proposal Bid Schedules and Price Proposal Summary to delete and add pay items on Schedules A and B.
b) See B Pages Changes Summary_Amendment 4.pdf for details.
2) Provide Puerto Rico DRNA dispensation for the use of RAP with lead content (Dispensa
Autorizada para Utilizar Asfalto Recuperado.pdf).
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 29
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
693C7322R000005/0004
3) Provide a summary of responses to questions/clarifications asked by potential bidders.
The RFP Proposal Package (both Technical and
Price Proposals) due date of December 16, 2021 at
2:00 p.m. EST remains the same.
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
Amendment No. 0004
Info Page 1 of 1
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
Project PR ER PRMNT RPR(10)
Puerto Rico Highway and Transportation Authority Landslide Repairs on PR-10 in the Municipality of Utuado
Solicitation # 693C73-22-R-000005
The purpose of this Amendment is to:
1) Revise the Solicitation Bid Schedule (B Pages) to:
a) Replace the Price Proposal Bid Schedules and Price Proposal Summary to delete and add pay items on Schedules A and B.
b) See B Pages Changes Summary_Amendment 4.pdf for details.
2) Provide Puerto Rico DRNA dispensation for the use of RAP with lead content (Dispensa Autorizada para Utilizar Asfalto Recuperado.pdf).
3) Provide a summary of responses to questions/clarifications asked by potential bidders.
The RFP Proposal Package (both Technical and Price Proposals) due date of December 16, 2021 at 2:00 p.m. EST remains the same.
B-1
B I D S C H E D U L E Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
15001-0000
Line A0020 ALL LPSM $
15100-1000
Line A0040 ALL LPSM $
15102-0000
Line A0060 1 CTSM 1,681,000.00$
15401-0000
Line A0080 ALL LPSM $
15401-1000
Line A0100 ALL LPSM $
15401-3000
Line A0120 ALL LPSM $
15501-0000
Line A0140 ALL LPSM $
20100-0000
Line A0160 10.50 Cuerda $ $
20100-2000
Line A0180 9 Each $ $
20200-0000
Line A0200 ALL LPSM $
20300-0000
Line A0220 70,100 m3 $ $
20301-0000
Line A0240 37,905 m3 $ $
20500-0000
Line A0260 30,635 m3 $ $
20600-1000
Line A0280 3,630 m3 $ $
20700-1000
Line A0300 455 m3 $ $
20800-0000
Line A0320 14 Each $ $
20800-1000
Line A0340 11 Each $ $
20800-2000
Line A0360 4 Each $ $
21000-2000
Line A0380 2,495 m 10.00$ 24,950.00$
Schedule Total: ________________________
Submitted by: _________________________
Inclinometers
Piezometers
Settlement Gages
Construction survey and staking
Mobilization
Reimbursement for Municipality Tax Payments
Contractor testing
Contractor Testing (Biological Species Monitoring)
Contractor Testing (Geotechnical Monitoring Program)
Soil erosion control, silt fence
Trench Excavation
Unclassified Excavation for Structure
Foundation Fill
Construction schedule
Clearing and Grubbing
Cutting and Removing Trees, Small
Removal Structures and Obstructions
Unclassified Excavation
Borrow Class B
B-2
Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
21000-3000
Line A0400 115 m $ $
21000-5000
Line A0420 2,660 Each 15.00$ 39,900.00$
21001-3000
Line A0440 4 Each $ $
21001-4000
Line A0460 206 Each $ $
21001-6000
Line A0480 1 Each $ $
21001-7000
Line A0500 7,850 m2 $ $
21100-0000
Line A0520 380 m3 $ $
30101-0000
Line A0540 585 m3 $ $
30400-3000
Line A0560 315 m3 $ $
30500-1000
Line A0580 35 m3 $ $
40300-1000
Line A0600 4,910 m3 $ $
42100-7000
Line A0620 4,440 TON $ $
42100-9000
Line A0640 8,830 TON $ $
60200-0000
Line A0660 609,500 LBS $ $
60300-1000
Line A0680 15 m $ $
60300-2000
Line A0700 270 m $ $
60300-4000
Line A0720 85 m $ $
60300-5000
Line A0740 70 m $ $
60300-6000
Line A0760 45 m $ $
60300-7000
Line A0780 30 m $ $
72" RCP Pipe (Class IV)
10" PVC Pipe SCH 40
36" RCP Pipe (Class IV)
12" PVC Pipe SCH 40
24" RCP Pipe (Class IV)
18" RCP Pipe (Class IV)
Aggregate Base Course
Lean Concrete Base
Asphalt Cold Milling
Soil erosion control, construction entrance
Soil erosion control, sand bags
Sediment Basin Type I
HPM Bituminous Pavement Mix Type S (75)(12)
HPM Bituminous Pavement Mix Type B (75)(34)
Reinforcing Steel
Soil erosion control, diversion berm
Soil erosion control, straw bales
Soil erosion control, Temporary Blanket
Bridge Approach Embankment
Subbase Course
B-3
Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
60300-8000
Line A0800 60 m $ $
60300-9000
Line A0820 60 m $ $
60301-0000
Line A0840 65 m $ $
60301-1000
Line A0860 65 m $ $
60301-2000
Line A0880 162 m $ $
60301-3000
Line A0900 190 m $ $
60301-4000
Line A0920 45 m $ $
60302-0000
Line A0940 20 m $ $
60400-0000
Line A0960 3 m3 $ $
60400-1000
Line A0980 4 Each $ $
60400-2000
Line A1000 1 Each $ $
60400-3000
Line A1020 3 Each $ $
60400-4000
Line A1040 1 Each $ $
60400-5000
Line A1060 7 Each $ $
60400-6000
Line A1080 1 Each $ $
60400-7000
Line A1100 3 Each $ $
60500-3000
Line A1120 120 m $ $
60600-1000
Line A1140 2,045 m $ $
60600-4000
Line A1160 1,970 m $ $
60600-8000
Line A1180 4 Each $ $
Inlet Type 4A
6" Under Drain
W-beam Guardrail, Single Face
Removal, Storage and Delivery of Guardrail
New Crashworthy End Terminal Type I, TL-3
Bridge End Inlet
Manhole
Miscellaneous Structure Adjustments
Special Inlet Type A
Special Inlet Type B
Manhole Type B, Diam. 1.50, Height 3-6m
36" Polyethylene Pipe, Stiffness 22
42" Polyethylene Pipe, Stiffness 19
60" PEP Pipe, Stiffness 14
60" RC Pipe Class IV
6 inch PEP Pipe Stiffness 50
Portland Cement Concrete for Drainage Structures
48" Polyethylene Pipe, Stiffness 17
54" PEP Pipe, Stiffness 16
54" RCP, Class IV
B-4
Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
60604-3000
Line A1200 7 Each $ $
60700-0000
Line A1220 1,080 m $ $
60700-2000
Line A1240 1 Each $ $
60700-5000
Line A1260 30 m $ $
60900-4000
Line A1280 180 m $ $
60900-5000
Line A1300 125 m $ $
61000-0000
Line A1320 20 m $ $
61101-0000
Line A1340 35 mo $ $
61300-1000
Line A1360 3 Each $ $
61300-2000
Line A1380 3 Each $ $
61300-3000
Line A1400 2 Each $ $
61300-4000
Line A1420 3 Each $ $
61300-5000
Line A1440 4 Each $ $
61300-6000
Line A1460 6 Each $ $
61300-7000
Line A1480 2 Each $ $
61300-8000
Line A1500 2 Each $ $
61300-9000
Line A1520 4 Each $ $
61301-0000
Line A1540 4 Each $ $
61301-1000
Line A1560 1 Each $ $
61301-2000
Line A1580 2 Each $ $
Traffic Sign Assembly, Code 12
Traffic Sign Assembly, Code 6
Traffic Sign Assembly, Code 7
Traffic Sign Assembly, Code 8
Traffic Sign Assembly, Code 9
Traffic Sign Assembly, Code 10
Traffic Sign Assembly, Code 11
Field Office
Traffic Sign Assembly, Code 1
Traffic Sign Assembly, Code 2
Traffic Sign Assembly, Code 3
Traffic Sign Assembly, Code 4
Traffic Sign Assembly, Code 5
Barbed Wire Fence, Type A
Chain-Link Gate, Type A Two Leaves, W 3.05m
Chain-Link Fence, Type A
Concrete Curb Type A
Concrete Curb Type F
Concrete Barrier, Case I, Type A
Thrie-Beam Transition Section, Type I
B-5
Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
61301-3000
Line A1600 1 Each $ $
61301-4000
Line A1620 2 Each $ $
61301-5000
Line A1640 1 Each $ $
61301-6000
Line A1660 1 Each $ $
61301-7000
Line A1680 2 Each $ $
61301-8000
Line A1700 2 Each $ $
61301-9000
Line A1720 1 Each $ $
61302-0000
Line A1740 1 Each $ $
61302-1000
Line A1760 1 Each $ $
61302-2000
Line A1780 2 Each $ $
61302-3000
Line A1800 2 Each $ $
61302-4000
Line A1820 1 Each $ $
61302-5000
Line A1840 1 Each $ $
61302-6000
Line A1860 1 Each $ $
61302-7000
Line A1880 2 Each $ $
61302-8000
Line A1900 1 Each $ $
61302-9000
Line A1920 1 Each $ $
61400-2000
Line A1940 1,205 m3 $ $
61600-0000
Line A1960 13,050 LBS $ $
61700-1000
Line A1980 610 m2 $ $
Gabions
Structural Steel, Furnished, Fabricated and Erected
Concrete Paved Waterway
Traffic Sign Assembly, Code 24
Traffic Sign Assembly, Code 25
Traffic Sign Assembly, Code 26
Traffic Sign Assembly, Code 27
Traffic Sign Assembly, Code 28
Traffic Sign Assembly, Code 29
Traffic Sign Assembly, Code 18
Traffic Sign Assembly, Code 19
Traffic Sign Assembly, Code 20
Traffic Sign Assembly, Code 21
Traffic Sign Assembly, Code 22
Traffic Sign Assembly, Code 23
Traffic Sign Assembly, Code 13
Traffic Sign Assembly, Code 14
Traffic Sign Assembly, Code 15
Traffic Sign Assembly, Code 16
Traffic Sign Assembly, Code 17
B-6
Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
61700-2000
Line A2000 600 m2 $ $
61700-4000
Line A2020 540 m2 $ $
61700-5000
Line A2040 15 m2 $ $
61700-9000
Line A2060 200 m3 $ $
61800-1000
Line A2080 4,520 m $ $
61800-2000
Line A2100 6,000 m $ $
61800-3000
Line A2120 15 Each $ $
61800-4000
Line A2140 473 Each $ $
61800-5000
Line A2160 198 Each $ $
61800-6000
Line A2180 136 Each $ $
61800-7000
Line A2200 66 Each $ $
61800-8000
Line A2220 119 Each $ $
61800-9000
Line A2240 2,150 m $ $
61801-0000
Line A2260 105 Each $ $
62200-1000
Line A2280 1,690 m3 $ $
62200-2000
Line A2300 635 m3 $ $
62200-4000
Line A2320 350 m3 $ $
62200-5000
Line A2340 100 m3 $ $
62300-0000
Line A2360 1,900 m2 $ $
62500-1000
Line A2380 2,040 m3 $ $
Filter Blanket
Riprap Class IV
Filter Blanket Type A
Articulated Concrete Block
Furnishing and placing loamy topsoil
Reflective Raised Pavement Markings (two way yellow)
Reflective Raised Pavement Markings (two way yellow/red)
Reflective Raised Pavement Markings (two way clear/red)
Removal of Existing Pavement Markings
Reflective Raised Pavement Markings (one way white)
Dumped Rip-rap Class IV
Bed Course Material
Pavement Markings Thermoplastic (Yellow)
Pavement Markings Thermoplastic (White)
Pavement Markings Thermoplastic Symbols and letters (White)
Reflective Raised Pavement Markings (one way clear)
Reflective Raised Pavement Markings (one way yellow)
Concrete Paved Waterway Type I
Concrete Paved Waterway Type III
Concrete Paved Waterway Type IV
B-7
Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
62600-5000
Line A2400 2 Each $ $
62600-6000
Line A2420 16 Each $ $
62700-0000
Line A2440 145 m2 $ $
62800-0000
Line A2460 6,290 m2 $ $
63000-0000
Line A2480 21 Each $ $
63200-0000
Line A2500 80 m $ $
63500-0000
Line A2520 2 Each $ $
63500-1000
Line A2540 1 Each $ $
63500-2000
Line A2560 2 Each $ $
63500-3000
Line A2580 2 Each $ $
63500-4000
Line A2600 1 Each $ $
63500-5000
Line A2620 2 Each $ $
63500-6000
Line A2640 2 Each $ $
63500-7000
Line A2660 2 Each $ $
63500-8000
Line A2680 2 Each $ $
63500-9000
Line A2700 2 Each $ $
63501-0000
Line A2720 ALL LPSM $
63501-2000
Line A2740 700 m $ $
63501-3000
Line A2760 200 m $ $
63501-4000
Line A2780 700 m $ $
Conductor #266 ACSR.
PREPA M16-3
PREPA M16-4
PREPA M2-1
Removal of Existing PREPA Facilities
Conductor #1/0 ACSR.
Conductor #3/0 AL. ACSR.
PREPA CP-C1
PREPA CP-C5
PREPA CP-C6
PREPA 38-PC-7
PREPA 38-PC-6
PREPA M16-2
Maria (Calophyllum Antillanium)
Seeding
Sodding
AASHTO Deck Bulb Tee Deck BT-65
Cleaning and Repair of Storm Sewers (Waterway)
Utility Concrete Pole, Class H-6, 60'-0"
Palms (Roystonea Borinquena)
B-8
Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
63502-4000
Line A2800 1 CTSM 5,000.00$
63600-3000
Line A2820 2 Each $ $
63600-4000
Line A2840 170 m $ $
63600-5000
Line A2860 ALL LPSM $
63600-6000
Line A2880 85 m $ $
63600-7000
Line A2900 60 m $ $
63600-8000
Line A2920 2 Each $ $
63600-9000
Line A2940 1 Each $ $
63602-1000
Line A2960 1 CTSM 5,000.00$
63800-1000
Line A2980 ALL LPSM $
66000-0000
Line A3000 2 Each $ $
66100-1000
Line A3020 1 Each $ $
66400-0000
Line A3040 1,130 m $ $
66400-1000
Line A3060 790 m $ $
83400-0000
Line A3080 515 m3 $ $
83700-0000
Line A3100 1 m3 $ $
83700-1000
Line A3120 4 m2 $ $
83700-2000
Line A3140 4 m $ $
83700-3000
Line A3160 4 m2 $ $
83900-0000
Line A3180 1 Each $ $
Sealing of Joints with Epoxy Injection
Full-Depth Removal of Concrete - pneumatic
Vertical Shaft Type-I
Project Funding Sign
Milled Shoulder Rumble Strip (MSRS)
Milled Centerline Rumble Strip (MCRS)
Uncompacted Porous Granular Material
Concrete Patching Material
Impregnating of Corrosion Inhibitor
8" PVC, Gasketed AWWA C-900
8" Gate Valve
3/4" Air Vent
Utility Company Compensation (PRASA)
Maintenance of Traffic
Name Plates
Utility Company Compensation (PREPA)
4" Gate Valve
4" PVC, SDR-14
Removal of exis. PRASA facilities
8" Ductile Iron Pipe, Class 350, Mech. Joint. Rest.
B-9
Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
83900-1000
Line A3200 1 Each $ $
90100-0000
Line A3220 515 m $ $
91001-3000
Line A3240 1 Each $ $
91001-6000
Line A3260 3 Each $ $
91001-7000
Line A3280 4 Each $ $
91200-0000
Line A3300 155 m2 $ $
91300-4000
Line A3320 10 Each $ $
91600-0000
Line A3340 2 Each $ $
91900-0000
Line A3360 320 m $ $
91900-1000
Line A3380 320 m $ $
92400-0000
Line A3400 6,845 m2 $ $
92401-0000
Line A3420 20,295 m2 $ $
92500-4000
Line A3440 270 m $ $
92500-5000
Line A3460 50 m $ $
92500-6000
Line A3480 110 m $ $
93101-2000
Line A3500 60 SQM $ $
93101-3000
Line A3520 390 SQM $ $
93400-0000
Line A3540 930 m3 $ $
93400-1000
Line A3560 340 m3 $ $
93400-2000
Line A3580 660 m3 $ $
Removal and Disposal of Lead Based Paint (Painted Concrete Barrier)
Removal and Disposal of Lead Based Paint (Pavement Markings)
Class IV (General Use), Level of Permeability (2)
Class V (Bridge Deck), Level of Permeability (2)
Class V (General Use), Level of Permeability (2)
Ground Water Treatment System
Erosion Control Blanket
Turf Reinforcement Mat
Trench Drain Type I
Trench Drain Type II
Trench Drain Type-III
New Transition Module (More than 45 mph)
New Transition Module
Prefabricated Drainage Composite
Removal of Existing Traffic Signs
Bi-Directional Static Load Test
Dewatering Wells
Vertical Shaft Type-II
Drilled Shafts, 36 inch Diameter
Bridge Transition Upgrade
B-10
Schedule A
Project No:
PR ER PRMNT RPR(10) Schedule A Name: PR-10 HWY IDs 5, 6, 8, and 9
Item No.
Quantity Unit Unit Price Amount
93400-4000
Line A3600 10 m3 $ $
93501-0000
Line A3620 20 Each $ $
93700-0000
Line A3640 115 m $ $
95500-0000
Line A3660 1 Each $ $
96300-1000
Line A3680 150 m2 $ $
96300-2000
Line A3700 220 m2 $ $
97100-0000
Line A3720 210 m $ $
97600-0000
Line A3740 1 Each $ $
97600-1000
Line A3760 1 Each $ $
98800-0000
Line A3780 195 m2 $ $
98800-1000
Line A3800 1,660 m3 $ $
99100-0000
Line A3820 6,500 m2 $ $
99200-0000
Line A3840 58,200 m3 $ $
99500-0000
Line A3860 680 m $ $
99500-1000
Line A3880 1 Each $ $
99500-2000
Line A3900 2 Each $ $
Micro-Piles, 7 IN. O.D. W 1/2 IN. Wall ThicknessCasing
Load Test Proof of Micropiles
Load Test Verification of Micropiles
Ornamental Steel Gate Type Two Leaf and Width 4.56 m
Ornamental Steel Gate Type Two Leaf and Width 4.08 m
Welded Wire Temporary Retaining Wall
Granular Material
Mechanically Stabalized Earth Slope
Special Borrow Embankment
Locate Utility, Test Pit
Sealing of construction joints in patching areas
Mailboxes Installation
Soil nail system no. 1
Soil nail system no. 2
Plugging and Abandon of exist. Culvert
Class III (General Use)
B-11
Schedule B
Project No:
PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14
Item No.
Quantity Unit Unit Price Amount
15001-0000
Line A0020 ALL LPSM $
15100-1000
Line A0040 ALL LPSM $
15102-0000
Line A0060 1 CTSM 3,135,000.00$
15401-0000
Line A0080 ALL LPSM $
15401-1000
Line A0100 ALL LPSM $
15401-3000
Line A0120 ALL LPSM $
15501-0000
Line A0140 ALL LPSM $
20100-0000
Line A0160 10 Cuerda $ $
20100-1000
Line A0180 60 Each $ $
20100-2000
Line A0200 209 Each $ $
20200-0000
Line A0220 ALL LPSM $
20300-0000
Line A0240 253,500 m3 $ $
20301-0000
Line A0260 61,000 m3 $ $
20500-0000
Line A0280 850 m3 $ $
20600-1000
Line A0300 6,945 m3 $ $
20800-0000
Line A0320 4 Each $ $
21000-2000
Line A0340 2,990 m 10.00$ 29,900.00$
21000-4000
Line A0360 3,765 m 15.00$ 56,475.00$
21001-3000
Line A0380 5 Each $ $
Construction survey and staking
Mobilization
Reimbursement for Municipality Tax Payments
Contractor testing
Contractor Testing (Biological Species Monitoring)
Contractor Testing (Geotechnical Monitoring Program)
Soil erosion control, construction entrance
Borrow Class B
Trench Excavation
Unclassified Excavation for Structure
Construction schedule
Clearing and Grubbing
Cutting and Removing Trees, Large
Cutting and Removing Trees, Small
Removal Structures and Obstructions
Unclassified Excavation
Inclinometers
Soil erosion control, silt fence
Soil erosion control, straw bales
Schedule Total: ________________________
Submitted by: _________________________
B-12
Schedule B
Project No:
PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14
Item No.
Quantity Unit Unit Price Amount
21100-0000
Line A0400 3,285 m3 $ $
30500-1000
Line A0420 2,545 m3 $ $
40300-1000
Line A0440 1,460 m3 $ $
42100-7000
Line A0460 1,825 TON $ $
42100-9000
Line A0480 2,785 TON $ $
60200-0000
Line A0500 2,285,470 LBS $ $
60300-2000
Line A0520 200 m $ $
60300-6000
Line A0540 930 m $ $
60301-5000
Line A0560 60 m $ $
60301-6000
Line A0580 25 m $ $
60301-7000
Line A0600 185 m $ $
60301-8000
Line A0620 10 m $ $
60302-0000
Line A0640 25 m $ $
60400-0000
Line A0660 30 m3 $ $
60400-1000
Line A0680 4 Each $ $
60400-4000
Line A0700 5 Each $ $
60400-8000
Line A0720 2 Each $ $
60400-9000
Line A0740 5 Each $ $
60500-3000
Line A0760 220 m $ $
60600-1000
Line A0780 285 m $ $
60" PEP Pipe Stiffness 17 (temporary)
6 inch PEP Pipe Stiffness 50
Portland Cement Concrete for Drainage Structures
Bridge Approach Embankment
Lean Concrete Base
Reinforcing Steel
24" RCP Pipe (Class IV)
10" PVC Pipe SCH 40
30" RC Pipe Class IV
24" Slotted Pipe
48" PEP Pipe Stiffness 17 (temporary)
Asphalt Cold Milling
HPM Bituminous Pavement Mix Type S (75)(12)
HPM Bituminous Pavement Mix Type B (75)(34)
Inlet Type 4
6" Under Drain
W-beam Guardrail, Single Face
Bridge End Inlet
Special Inlet Type A
Manholes Type A Diam.1.50m Height 3-6m
B-13
Schedule B
Project No:
PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14
Item No.
Quantity Unit Unit Price Amount
60600-4000
Line A0800 465 m $ $
60600-8000
Line A0820 1 Each $ $
60604-3000
Line A0840 6 Each $ $
61000-1000
Line A0860 165 m $ $
61000-2000
Line A0880 30 m $ $
61101-0000
Line A0900 15 mo $ $
61300-1000
Line A0920 3 Each $ $
61300-2000
Line A0940 1 Each $ $
61300-3000
Line A0960 1 Each $ $
61300-4000
Line A0980 2 Each $ $
61300-5000
Line A1000 1 Each $ $
61300-6000
Line A1020 1 Each $ $
61300-7000
Line A1040 1 Each $ $
61300-8000
Line A1060 2 Each $ $
61300-9000
Line A1080 2 Each $ $
61400-2000
Line A1100 7,415 m3 $ $
61600-0000
Line A1120 58,825 LBS $ $
61700-2000
Line A1140 75 m2 $ $
61700-3000
Line A1160 1,450 m2 $ $
61700-4000
Line A1180 350 m2 $ $
Removal, Storage and Delivery of Guardrail
New Crashworthy End Terminal Type I, TL-3
Thrie-Beam Transition Section, Type I
Traffic Sign Assembly, Code 4
Traffic Sign Assembly, Code 5
Traffic Sign Assembly, Code 6
Traffic Sign Assembly, Code 7
Traffic Sign Assembly, Code 8
Traffic Sign Assembly, Code 9
Concrete Barrier F Shape,Type B
Concrete Barrier F Shape, Type C
Field Office
Traffic Sign Assembly, Code 1
Traffic Sign Assembly, Code 2
Traffic Sign Assembly, Code 3
Gabions
Structural Steel, Furnished, Fabricated and Erected
Concrete Paved Waterway Type I
Concrete Paved Waterway Type II
Concrete Paved Waterway Type III
B-14
Schedule B
Project No:
PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14
Item No.
Quantity Unit Unit Price Amount
61700-5000
Line A1200 10 m2 $ $
61700-6000
Line A1220 30 m2 $ $
61700-7000
Line A1240 1,300 m2 $ $
61700-8000
Line A1260 100 m2 $ $
61800-1000
Line A1280 2,440 m $ $
61800-2000
Line A1300 3,083 m $ $
61800-4000
Line A1320 279 Each $ $
61800-6000
Line A1340 105 Each $ $
62200-1000
Line A1360 4,420 m3 $ $
62200-2000
Line A1380 2,595 m3 $ $
62200-6000
Line A1400 2,130 m3 $ $
62200-7000
Line A1420 1,970 m3 $ $
62200-8000
Line A1440 730 m3 $ $
62500-1000
Line A1460 3,215 m3 $ $
62600-5000
Line A1480 63 Each $ $
62600-6000
Line A1500 228 Each $ $
62600-7000
Line A1520 106 Each $ $
62600-8000
Line A1540 106 Each $ $
62700-0000
Line A1560 325 m2 $ $
63000-1000
Line A1580 30 Each $ $
Concrete Paved Waterway Type V
Concrete Paved Waterway Type VI
Concrete Paved Waterway Type VII
Pavement Markings Thermoplastic (Yellow)
Pavement Markings Thermoplastic (White)
Reflective Raised Pavement Markings (one way clear)
Concrete Paved Waterway Type IV
Furnishing and placing loamy topsoil
Palms (Roystonea Borinquena)
Maria (Calophyllum Antillanium)
Roble Nativo (Tabebuia heterophylla)
Moca (Andira inermis)
Seeding
Reflective Raised Pavement Markings (two way yellow)
Dumped Rip-rap Class IV
Filter Blanket
Special Dumped Riprap
Grouted Riprap Class VIII
Dumped Riprap Class IX
AASHTO Deck Bulb Tee Deck BT-65, L=35.10 for spans 1 &3
B-15
Schedule B
Project No:
PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14
Item No.
Quantity Unit Unit Price Amount
63000-2000
Line A1600 15 Each $ $
63000-3000
Line A1620 30 Each $ $
63000-4000
Line A1640 28 Each $ $
63000-5000
Line A1660 56 Each $ $
63400-0000
Line A1680 ALL LPSM $
63400-1000
Line A1700 ALL LPSM $
63501-0000
Line A1720 ALL LPSM $
63502-4000
Line A1740 1 CTSM 5,000.00$
63800-1000
Line A1760 ALL LPSM $
66000-0000
Line A1780 6 Each $ $
66100-1000
Line A1800 1 Each $ $
66400-0000
Line A1820 840 m $ $
66400-1000
Line A1840 505 m $ $
83400-0000
Line A1860 725 m3 $ $
90100-0000
Line A1880 1,285 m $ $
90100-1000
Line A1900 900 m $ $
90100-2000
Line A1920 435 m $ $
90100-3000
Line A1940 65 m $ $
91001-6000
Line A1960 6 Each $ $
91200-0000
Line A1980 340 m2 $ $
Adjustment of Facilities of ATT
Removal of Existing PREPA Facilities
Utility Company Compensation (PREPA)
Maintenance of Traffic
Name Plates
Project Funding Sign
AASHTO Deck Bulb Tee Deck BT-65, L=34.60 for span 2
AASHTO Deck Bulb Tee Deck BT-65, L=35.10 for spans 1 &2
AASHTO Deck Bulb Tee Deck BT-65, L=35.10 for spans 1 & 6
AASHTO Deck Bulb Tee Deck BT-65, L=34.60 for spans 2 to 4
Adjustment of Facilities of PRTC
Permanent Casing, 71.65 inch Diameter
New Transition Module (More than 45 mph)
Prefabricated Drainage Composite
Mille Shoulder Rumble Strip (MSRS)
Mille Centerline Rumble Strip (MCRS)
Uncompacted Porous Granular Material
Drilled Shafts, 36 inch Diameter
Drilled Shafts, 60 inch Diameter
Permanent Casing, 60 inch Diameter
B-16
Schedule B
Project No:
PR ER PRMNT RPR(10) Schedule B Name: PR-10 HWY ID 14
Item No.
Quantity Unit Unit Price Amount
91600-0000
Line A2000 16 Each $ $
92400-1000
Line A2020 20,570 m2 $ $
92401-0000
Line A2040 32,115 m2 $ $
93101-0000
Line A2060 ALL LPSM $
93101-3000
Line A2080 380 SQM $ $
93101-4000
Line A2100 70 SQM $ $
93200-0000
Line A2120 ALL LPSM $
93200-1000
Line A2140 1 CTSM 15,000.00$
93400-0000
Line A2160 165 m3 $ $
93400-1000
Line A2180 1,590 m3 $ $
93400-2000
Line A2200 3,145 m3 $ $
93400-3000
Line A2220 25 m3 $ $
93501-0000
Line A2240 12 Each $ $
93700-0000
Line A2260 890 m $ $
96200-0000
Line A2280 ALL LPSM $
96300-0000
Line A2300 2,570 m2 $ $
97100-0000
Line A2320 620 m $ $
99100-0000
Line A2340 12,210 m2 $ $
99100-1000
Line A2360 86,500 m3 $ $
Bi-Directional Static Load Test
Erosion Control Blanket Type 4
Turf Reinforcement Mat
Class V (Bridge Deck), Level of Permeability (2)
Class V (General Use), Level of Permeability (2)
Class VI (General Use), Level of Permeability (2)
Locate Utility, Test Pit
Sealing of construction joints in patching areas
Cultural Resources Protection and Monitoring (Historic Bridge)
Lead Based Paint Studies
Removal and Disposal of Lead Based Paint (Pavement Markings)
Removal and Disposal of Lead Based Paint (Non-Habitable Structures )
Asbestos Containing Materials Studies
Removal and Disposal of Asbestos Containing Materials
Class IV (General Use), Level of Permeability (2)
Soil nail system
Plugging and Abandon of exist. Culvert
Mechanically Stabalized Earth Slope
Special Borrow Embankment
B - 17
PRICE PROPOSAL SUMMARY
Project PR ER PRMNT RPR(10)
(1) Schedule A (Base Contract) Bid Total (from Page B-1) = (1) $____________________
(2) Schedule B (Government Option 1) Bid Total (from Page B-11) = (2) $____________________
Total Price of Project (for evaluation purposes only)
EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) $____________________
Maximum Time Allowed for the Contract if all schedules are Awarded at the Same Time
If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 1530 calendar days.
If Schedules A and B are NOT awarded at the same time:
If the Government awards the contract as Schedule A only, the performance period to complete all contract work will be 1080 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.
If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period of the contract will be extended 450 calendar days and the performance of Schedule B work is to be simultaneous with the performance of the executed contract.
B Pages Changes Summary
B Pages changes
1. Delete the amended Price Proposal Bid Schedules and Price Proposal Summary, pages B-1 through B-17, and substitute with the Amendment No. 0004 Cost Proposal Bid Schedules and Price Proposal Bid Summary, pages B-1 through B-17.
a. Revised bid quantities for the following Schedule A pay items:
1. Pay Item 92500-6000 Trench Drain Type-III
b. Add Pay Items on Schedule B:
1. Pay Item 20800-0000 Inclinometers
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 after this amendment may not be answered or answered in time for the offeror to properly incorporate the responses into their proposal.
1. The Bid is on December 16, 2021, will the ROW schedule B acquisition be completed for this date or when will that be happening?
Response: The ROW process for Schedule B is ongoing and is expected to be completed in 2022. The contract allows for Schedule B (Government Option 1) to be exercised at the unit prices up to 365 days from the Notice to Proceed for Schedule A. Refer to Section 2.C of the Proposal Instructions. Schedule B will not be exercised until after the ROW process is completed.
2. In the contract Documents there is no reference to the document "Autorización de Corte, Poda, Trasplante y Siembra de Árboles", can it be deduced then, that the trees referenced in Schd A (62600-5000 & 62600-6000) and Schedule B (62600-1000, 62600-6000, 62600-7000, 62600-8000), are the trees covered by the mitigation?
Response: Yes. The items 20100-1000, 20100-2000, 62600-5000, 62600-6000, 62600-7000 and 62600-8000 cover the tree mitigation. Pre-consultations 2019-254249-PCM-008327, 2019-254249-PCM-008322 and 2019-254249- PCM-008328 with the “Oficina de Gerencia de Permisos” have been completed and the selected contractor is responsible of submitting the Tree Planting Permit.
3. Where can we get the specifications for Item Schedule A (91900-0000) Ground Water
Treatment System?
Response: The specifications for item 91900-0000 were included on Addendum # 1.
4. Where in the Construction Documents and Plans, is Trench Drain Type III applied, Schedule A (92500-6000)?
Response: Trench Drain Type III is located from sta. 218+71.14 to sta. 219+82.54.
For details, refer to sheets DR-8 and DR-22.
5. Drawings SS2 and SS3 indicate there are 4 new inclinometers, nonetheless, this item is not included as part of schedule b.
Response: The Pay Item 20800-0000 Inclinometers is being added to Schedule B through this amendment.
mailto:eflhd.contracts@dot.gov
| U.S. DEPARTMENT OF TRANSPORTATION |
| FEDERAL HIGHWAY ADMINISTRATION |
| EASTERN FEDERAL LANDS HIGHWAY DIVISION |
| Amendment No. 0004 |
| Bid Schedule_Amendment 4.pdf |
| Bid Schedule_Amendment 4.pdf |
| AB.pdf |
| A.pdf |
Amend4.pdf
| Dispensa Autorizada para Utilizar Asfalto Recuperado.pdf |
| Dispensa Autorizada para Utilizar Asfalto Recuperado.pdf |
| 20211018143350814.pdf |
File details come from the government source that posted it. Updated .