B.08.03 Amendment 0001 Attachments.pdf

MRLS R471-460 North of Highway 36 Levee Raise W912DQ22B1016 Amendment 0001

1 -- Amdt. 0001

The SOLICITATION is amended as follows:

NOTE: Deleted text is shown in RED with strikethrough. Added text is shown in GREEN with underline.

1. SOLICITATION AND SPECIFICATIONS

DELETE and REPLACE the Cover Page and the Table of Contents sheets with attached changing W912DQ19B1016 to W912DQ22B1016

Section 00 10 00 DELETE and REPLACE the SUPPLEMENTAL BID

SCHEDULE with the attached.

Section 00 10 00 INQUIRIES/QUESTION/PLAN ROOM FOR DRAWINGS

g. The Bidder Inquiry Key is updated from P246UN-7QQF31 to RMNH3D-

UZPD4A

2. DRAWINGS

DELETE and REPLACE CS114 – revised keynote 4 and 5 to reference ramp construction plan sheets CS201 and CS202

DELETE and REPLACE CS118 – removed keynote 4

US Army Corps of Engineers Kansas City District Building Strong W912DQ22B1016

Missouri River Levee System

R471-460 North of Highway 36 Levee Raise

Elwood, Kansas and Buchanan County, Missouri

As Advertised

Invitation for Bid Specifications and Solicitation

July 2022

W912DQ22B1016

TC-1

DEPARTMENT OF THE ARMY

Kansas City District, Corps of Engineers

647 Federal Building Kansas City, Missouri 64106

SPECIFICATIONS FOR CONSTRUCTION OF

R471-460 NORTH OF

HIGHWAY 36 LEVEE RAISE

ST. JOSEPH AND BUCHANAN COUNTY, MISSOURI

TABLE OF CONTENTS

COVER

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION TITLE

00 01 05 CERTIFICATION PAGE

00 21 00 INSTRUCTIONS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

00 72 00 GENERAL CONDITIONS

00 73 00 SUPPLEMENTARY CONDITIONS

01 00 00 GENERAL REQUIREMENTS

DIVISION 1 – GENERAL REQUIREMENTS

SECTION TITLE

01 11 00 SUMMARY OF WORK

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 10.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISIONS 2 – 48 – TECHNICAL REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION

W912DQ22B1016

TABLE OF CONTENTS

(Continued)

TC-2

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11.13 13 LIME TREATED FILLS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT

32 15 00 AGGREGATE SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

32 31 26 WIRE FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 – UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES

35 41 00.01 23 LEVEE AND BERM CONSTRUCTION

APPENDIX A

1. R471-460 RECORD DRAWINGS

2. R471-460 GATEWELL 325+01 REPLACEMENT

- END OF TABLE OF CONTENTS -

SUPPLEMENTAL BID SCHEDULE

The contractor shall complete the following Supplemental Bid Schedule in addition to the Bid Schedule. This Supplemental Bid Schedule is not contractually binding. The Government will use this Supplemental Bid Schedule to assist in the evaluation of prices. The individual supplemental bid items should add up to the prices for the bid schedule. In the event that the CLIN subtotal in the supplemental bid schedule does not match the CLIN total in the bid schedule, the bid schedule shall control and will be the price evaluated by the Government.

CLIN 001

Construction of Levee Unit R471-460 North of US Hwy 36 Est. Qty. Unit Unit Price Subtotal

Clearing & Grubbing AC - $

Borrow Sites & Site Prep Work 1 JOB - $

Surveying 1 JOB - $

Stripping (Levee & Berms) CY - $

Underseepage Berms CY - $

Levee Raise (Random) CY - $

Levee Raise (Impervious) CY - $

Levee Raise (Pervious) CY - $

Aggregate Surfacing Removal/Replacement CY - $

Replace Stripped Material CY - $

Seeding & Mulching (landward) AC - $

Seeding & Mulching (riverward) AC - $

Seeding & Mulching (CRP) AC - $

Freeboard Gages 4 EA - $

Pipe extension: Sta 115+70 - New 24" dia & 60" dia 1 JOB - $

Pipe extension: Sta 186+17 - New 60" dia 1 JOB - $

Sta 110+00: Abandon 24" dia pipe 1 JOB - $

Sta 186+00: Remove Existing Pipes 1 JOB

Sta 328+00: Remove Existing Pipes 1 JOB

Remove Farmer Field Drain (Existing) Pipes 1 JOB - $

SUBTOTAL $

CONTRACT

TOTAL $

Note: Any work not specifically noted shall be priced with the most closely related CLIN.

R471-460 BASELINE

SEE C1/CS502

TYPICAL SECTION E

SEE C1/CS502

TYPICAL SECTION E

SEE A1/CS502

TYPICAL SECTION F

SEE XX/CS502

SPECIAL TRANSITION

TRANSITION TRANSITION

1 7

LEVEE RAISE

RIVERSIDE

NEW

BERM CROWN

NEW STABILITY

BERM CROWN

UNDERSEEPAGE

NEW

ROW-56

RIVERSIDE LEVEE RAISE TOE

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ACCESS RAMP

SURFACE)

TOP OF AGGREGATE

EXISTING TOP OF LEVEE (

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...\MRLS R471-460 Base Files\06.0 EnD\6.1-NWK\CAD_BIM\_Sheets_NOR\R471-460_NOR_CS114

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GENERAL SHEET NOTES

KEYNOTES

DETAIL.

SEE SHEET CS504 FOR TYPICAL TURNOUT AND AGGREGATE SURFACE

PROVIDE AGGREGATE SURFACE ON LEVEE TOP, TURNOUTS, AND RAMPS. 4.

SEE CS301 THROUGH CS324 FOR CROSS SECTIONS.3.

CS503.

SEE TYPICAL TOPSOIL STRIPPING AND PLACEMENT SECTIONS ON SHEET 2.

SCHEDULES.

SEE CS501 AND CS502 FOR TYPICAL LEVEE SECTIONS AND BERM 1.

HORIZONTAL SCALE: 1" = 100'

VERTICAL SCALE: 1" = 5'

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269+25 AND FROM STATION 277+50 TO 281+50.

INSTALL QUARRY RUN ROCK PER DETAIL D1/CS509 FROM STATION 266+00 TO 8.

REMAIN IN PLACE.

EXISTING POWER POLE STA 274+00 TO 296+00. DO NOT DISTURB. WILL 7.

RIVERSIDE RAISE. SEE DETAIL A1/CS5026.

EXISTING ROAD TO BE RAISED IN ACCORDANCE WITH SHEET CS201.5.

ACCORDANCE WITH SHEET CS202.

EXISTING LEVEE RAMP TO BE RAISED AND RECONSTRUCTED IN 4.

ELEVATIONS AT SAME LOCATION.

REMOVE AND REPLACE EXISTING FENCE AND GATES TO FINISH GRADE 3.

TIE UNDERSEEPAGE BERM INTO EXISTING GROUND.2.

REMOVE AND REPLACE EXISTING ROW MARKERS PER DETAIL ON E7/CS508.1.

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R471-460 BASELINE

SEE C1/CS502

TYPICAL SECTION E

SEE C1/CS502

TYPICAL SECTION E

SEE C1/CS502

TYPICAL SECTION E

BERM CROWN

UNDERSEEPAGE

EXISTING

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DENSE FOLIAGE

DENSE FOLIAGE

D-410D-406

D-405

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810 810

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820820820

DENSE FOLIAGE

ELEV 825.51

STA 360+00.00

STA 355+35

ACCESS RAMP

S = -0.000319 FT/FT

ELEV 825.80

STA 351+05.90

PVI (NO CURVE)

MINIMUM LEVEL OF PROTECTION

TOP OF LEVEE

ELEV 826.06

STA 340+00.00

S = -0.000235 FT/FT

SURFACE)

(TOP OF AGGREGATE

EXISTING TOP OF LEVEE

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GENERAL SHEET NOTES

KEYNOTES

DETAIL.

SEE SHEET CS504 FOR TYPICAL TURNOUT AND AGGREGATE SURFACE

PROVIDE AGGREGATE SURFACE ON LEVEE TOP, TURNOUTS, AND RAMPS. 4.

SEE CS301 THROUGH CS324 FOR CROSS SECTIONS.3.

CS503.

SEE TYPICAL TOPSOIL STRIPPING AND PLACEMENT SECTIONS ON SHEET 2.

SCHEDULES.

SEE CS501 AND CS502 FOR TYPICAL LEVEE SECTIONS AND BERM 1.

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PARKING MUST REMAIN IN THE FOOTPRINT OF THE CONSTRUCTION LIMITS.

PROPOSED LOCATION OF PROJECT TRAILER. PROJECT TRAILER AND 6.

LEVEE RAISE.

EXISTING JERSEY BARRIER. REMOVE AND REPLACE AT COMPLETION OF 5.

NOT USED4.

BERM. SEE DETAILS ON CS504.

RECONSTRUCT ROAD AND TIE INTO EXISTING AT TOE OF UNDERSEEPAGE 3.

ACCORDANCE WITH DETAIL ON CS504.

EXISTING LEVEE RAMP TO BE RAISED AND RECONSTRUCTED IN 2.

REMOVE AND REPLACE EXISTING ROW MARKERS PER DETAIL ON A8/CS506.1.