A002.pdf
PDF 1 MB Posted
- Attached to
- NV FLAP 300(1) Fossil House Road
- Solicitation number
- 6982AF20B000023
About this file
This document contains an amendment to a solicitation and the related federal contract opportunity. The amendment provides notice that pages A-7, A-9, and E-45 of the solicitation are replaced with updated versions. Additionally, pages B-1, B-2, B-8, and C-2 of the project plans are replaced. Offerors must acknowledge receipt of the amendment by the designated date and time or their bid may be rejected.
The federal contract opportunity is for the NV FLAP 300(1) Fossil House Road project to improve access to the Berlin Ichthyosaur State Park in Nye County, Nevada. The purpose is to provide improvements including five low water crossings along Union Canyon Road and widening Fossil House Road with a soldier pile wall. The solicitation number is 6982AF20B000023 and it is advertised as a HUBZone set-aside. The project is valued between $1 million to $5 million. The Department of Transportation Federal Highway Administration is the contracting agency.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Tabulation Fossil House Road.pdf | ||
| Bid Opening Summary NV FLAP 300(1).pdf | ||
| QnA 12.4.2020.pdf | ||
| QnA 12.3.2020.pdf | ||
| QnA 12.2.2020.pdf | ||
| QnA 11.16.2020.pdf | ||
| A001.pdf | ||
| Fossil House Road Geotechnical Report.pdf | ||
| 6982AF20B000023.pdf | ||
| Fossil House Plan Set.pdf | ||
| Fossil House Final Drainage Report.pdf | ||
| FP-14.pdf |
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Text version
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 items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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.
E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICITATION NUMBER
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.
12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NUMBER IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
Previous edition unusable
1 8
A002 12/2/2020 HFLCEO200352PR NV FLAP 300(1)
FEDERAL HIGHWAY ADMINISTRATION
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 WEST DAKOTA AVENUE, SUITE 360
LAKEWOOD, COLORADO 80228
ATTENTION: Leslie Karsten
6905001
6982AF20B000023
10/28/2020
0*
*See Item 14
INVITATION FOR BID
Remove and replace pages A-7, A-9, and E-45 with the attached corresponding pages.
PLANS
Remove and replace pages B-1, B-2, B-8, and C-2 with the attached corresponding pages.
*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT
IN REJECTION OF YOUR BID (REFER TO ITEM 11.)
A - 7
A0300 20101-0000 CLEARING AND GRUBBING
3.300 ACRE $____________ $____________
A0320 20301-0700 REMOVAL OF DELINEATOR
1 EACH $____________ $____________
A0340 20301-1100 REMOVAL OF GATE
1 EACH $____________ $____________
A0360 20301-2300 REMOVAL OF SIGN/MARKER
7 EACH $____________ $____________
A0380 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
1 EACH $____________ $____________
A0400 20303-2300 REMOVAL OF PAVEMENT, CONCRETE
260 SQYD $____________ $____________
A0420 20402-0000 SUBEXCAVATION
200 CUYD $____________ $____________
A0440 20420-0000 EMBANKMENT CONSTRUCTION
1,150 CUYD $____________ $____________
A0460 20702-0500 GEOTEXTILE FILTER, CLASS 1, TYPE E
3,800 SQYD $____________ $____________
A0480 20801-0000 STRUCTURE EXCAVATION
340 CUYD $____________ $____________
A0500 20803-0000 STRUCTURAL BACKFILL
1,175 CUYD $____________ $____________
A0520 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4
75 CUYD $____________ $____________
A0540 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED
330 CUYD $____________ $____________
A0560 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED
865 SQYD $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NV FLAP 300(1)
Project Name:Fossil House Road
3,745
Amendment A002 12/2/2020
Leslie.Karsten Cross-Out
A - 9
A0860 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS
512.5 LNFT $____________ $____________
A0880 61702-0000 TERMINAL SECTION
1 EACH $____________ $____________
A0900 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT
1 EACH $____________ $____________
A0920 61801-0000 CONCRETE BARRIER
1,425 LNFT $____________ $____________
A0940 61902-1900 GATE, METAL, 26 FEET WIDTH
1 EACH $____________ $____________
A0960 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY
20 HOUR $____________ $____________
A0980 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,
24-INCH WIDTH
20 HOUR $____________ $____________
A1000 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY
20 HOUR $____________ $____________
A1020 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER
20 HOUR $____________ $____________
A1040 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE
20 HOUR $____________ $____________
A1060 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY
20 HOUR $____________ $____________
A1080 62301-0000 GENERAL LABOR
20 HOUR $____________ $____________
A1100 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES
20 HOUR $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NV FLAP 300(1)
Project Name:Fossil House Road
1,355
Amendment A002 12/2/2020
E-45
NV FLAP 300(1)
FOSSIL HOUSE ROAD
Section 701. — CEMENT
701.01 Hydraulic Cement.
(a) Portland Cement. Add the following:
Use Type V cement for all concrete on this project.
Section 703. — AGGREGATE
703.01 Add the following:
703.01 Fine Aggregate for Concrete.
(c) Sand equivalent value, AASHTO T 176, 75 min.
Alternate Method No. 2
703.06 Crushed Aggregate. Add the following to the end of the paragraph:
When aggregate is used as a surface course, furnish an aggregate with a Plasticity index (AASHTO T 90) conforming to Table 703-3a.
Table 703-3a Surface Course Gradation and Plasticity Index
Sieve Size Percent by Mass Passing
Designated Sieve (AASHTO T 27 and T 11)
¾ inch (19 mm) 100 No. 4 (4.75 mm) 41-71 No. 40 (425 μm) 12-28 No. 200 (75 μm) 5-20
Plasticity Index (PI) 4-12
Use Type II/V cement for all concrete on this project.
Amendment A002 12/2/2020
Sheet and Description
B3 B4 B5 B6 B7 B8 B9 B10 B11
Grading Summary
Drainage Summary
Erosion Control
Summary
Surfacing Summary
Survey and Staking
Summary
Wall Summary
Tabulation of
Quantities
Permanent Sign
Summary
Temporary Traffic Control
Summary
Allowance Bid Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15214-2000 SURVEY AND STAKING, RETAINING WALL LPSM All ALL
A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE LOW WATER
CROSSING EACH 5 5
A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE CULVERT EACH 2 2
A0100 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 1 1
A0120 15216-1000 SURVEY AND STAKING, ROADWAY CROSS-SECTIONS MILE 0.136 0.136
A0140 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 0.075 0.075
A0160 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0180 15401-0000 CONTRACTOR TESTING LPSM ALL
A0200 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,098 52 1,150
A0240 15706-0200 SOIL EROSION CONTROL, CHECK DAM (PERMANENT) EACH 13 1 14
A0260 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 14 2 16
A0280 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
A0300 20101-0000 CLEARING AND GRUBBING ACRE 3.196 0.104 3.300
A0320 20301-0700 REMOVAL OF DELINEATOR EACH 1 1
A0340 20301-1100 REMOVAL OF GATE EACH 1 1
A0360 20301-2300 REMOVAL OF SIGN/MARKER EACH 7 7
A0380 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS EACH 1 1
A0400 20303-2300 REMOVAL OF PAVEMENT, CONCRETE SQYD 246 14 260
A0420 20402-0000 SUBEXCAVATION CUYD 200 200 As directed by CO
A0440 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1,080 70 1,150
A0460 20702-0500 GEOTEXTILE FILTER, CLASS 1, TYPE E SQYD 114 3,336 350 3,800
A0480 20801-0000 STRUCTURE EXCAVATION CUYD 329 11 340
A0500 20803-0000 STRUCTURAL BACKFILL CUYD 1,141 34 1,175
A0520 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 68 7 75
A0540 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED CUYD 311 19 330
A0560 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 824 41 865
A0580 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE TON 1,623 152 1,775
A0600 30302-1000 DITCH RECONDITIONING LNFT 138 12 150
A0620 30303-2000 AGGREGATE SURFACE RECONDITIONING SQYD 1,255 70 1,325
A0640 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH SQYD 1,096 1,096
A0660 55505-0000 STRUCTURAL STEEL SOLDIER PILE LNFT 1,708 1,708
A0680 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED MFBM 28.15 28.15
A0700 56301-2000 PAINTING, STEEL STRUCTURE LPSM All ALL
A0720 56501-0310 DRILLED SHAFT, 30-INCH DIAMETER, H-PILE CORE LNFT 996 996
A0740 60201-0200 6-INCH PIPE CULVERT LNFT 30 5 35
A0760 60201-1200 48-INCH PIPE CULVERT LNFT 46 4 50
A0780 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 2 2
MileStone: 100% Date Completed: 09/14/20 Report Date: 09/14/20
A M E N D
Line Item No.
Pay Item Number
SUMMARY OF QUANTITIES
2-
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-2
2:
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Remarks and/or Determination of Estimated
Quantity Pay Item Description Unit
Estimated Quantities
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STATE PROJECT
B1NV FLAP 300(1)
FOSSIL HOUSE ROADNV
SHEET
NUMBER
3,289 342
3,745
Sheet and Description
B3 B4 B5 B6 B7 B8 B9 B10 B11
Grading Summary
Drainage Summary
Erosion Control
Summary
Surfacing Summary
Survey and Staking
Summary
Wall Summary
Tabulation of
Quantities
Permanent Sign
Summary
Temporary Traffic Control
Summary
Allowance Bid Schedule
A0800 60212-0200 ELBOW, 6-INCH EACH 2 2
A0820 61102-2200 3-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) LNFT 800 800
A0840 61108-4000 ADJUST VALVE BOX EACH 6 6
A0860 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 487.5 25.0 512.5
A0880 61702-0000 TERMINAL SECTION EACH 1 1
A0900 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 1 1
A0920 61801-0000 CONCRETE BARRIER LNFT 1,357 68 1,425
A0940 61902-1900 GATE, METAL, 26 FEET WIDTH EACH 1 1
A0960 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20 20
A0980 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED
CAPACITY BUCKET, 24-INCH WIDTH HOUR 20 20
A1000 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20 20
A1020 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 20 20
A1040 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20 20
A1060 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20 20
A1080 62301-0000 GENERAL LABOR HOUR 20 20
A1100 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20 20
A1120 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20 20
A1140 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.798 0.102 1.900
A1160 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.798 0.102 1.900
A1180 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 385 15 400
A1200 63301-0000 SIGN SYSTEM EACH 8 8
A1220 63303-0500 SIGN, PLYWOOD PANEL, TYPE 3 SHEETING EACH 1 1
A1240 63309-0000 DELINEATOR EACH 1 1
A1260 63316-1000 REMOVE AND RESET SIGN EACH 2 2
A1280 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 3 3
A1300 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE
MESSAGE SIGN EACH 2 2
A1320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 48 48
2- D ec -2
2:
P M
MileStone: 100% Date Completed: 09/14/20 Report Date: 09/14/20
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Fo ss il H ou se
R oa d
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SUMMARY OF QUANTITIES
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
STATE PROJECT
B2NV FLAP 300(1)
FOSSIL HOUSE ROADNV
SHEET
NUMBER
1,290 65 1,355
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