W912PL21B0004_Amendment0003.pdf
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- Attached to
- Alcoa Aluminum Plant Dike Phase II
- Solicitation number
- W912PL21B0004
About this file
This solicitation package outlines requirements for an earthen flood control dike project along the Santa Ana River in Riverside County, California. The Alcoa Aluminum Plant Dike Phase II project involves constructing approximately 3,000 linear feet of dike averaging 22 feet in height with a 15-foot wide crest and 2.25H:1V side slopes. The dike will include a 15-inch riprap layer and 12-inch bedding atop the upstream slope and hydroseeding on the downstream slope. Intersecting roads will be modified with a concrete floodwall and floodgate across one road. The total period of performance is 1,095 calendar days with certain bid items to be completed within 730 days and landscape establishment and borrow area closure activities finalized within 365 days prior to the end of the period of performance. The estimated value ranges from $10-25 million. This is a 100% total small business set-aside with a NAICS code of 237990 and size standard of $39.5 million. The soliciting agency is the U.S. Army Corps of Engineers Los Angeles District.
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Text version
(SEE ITEM 13)
SARM Phase II Prado Dam Alcoa Aluminum Plant Dike Phase II Riverside County, CA
W912PL21B0004
SF-1442 - SOLICITATION AND AWARD Am1Am2
00 01 05 CERTIFICATION PAGE
00 01 10 Am1Am2Am3 00 10 00 Am1Am2Am3 00 21 00 INSTRUCTIONS Am1 00 21 13 INSTRUCTIONS TO BIDDERS Am1Am2
00 45 00 REPRESENTATION AND CERTIFICATIONS
00 70 00 CONDITIONS OF THE CONTRACT Am1Am2 00 73 00 SUPPLEMENTARY CONDITIONS Am1 00 73 46 WAGE RATES Am1
01 11 00 01 22 00 01 32 01 01 33 00 01 35 26 01 42 00 01 45 00 01 45 01 01 50 00
01 57 19
01 57 30 CONSTRUCTION DEWATERING AND CONTROL OF SURFACE WATER
01 74 19 CONSTRUCTION AND WASTE MANAGEMENT AND DISPOSAL
01 78 00
03 30 00 03 30 57
05 12 00 05 50 13 05 50 15 05 59 20
09 96 23 09 97 02 Am1
31 00 00
TEMPORARY ENVIRONMENTAL CONTROLS (RIVERSIDE LEVEES REHABILITATION
PROJECT)
EARTHWORK
DIVISION 09 - FINISHES
GRAFFITI-RESISTANT COATINGS
DIVISION 05 - METALS
STRUCTURAL STEEL
MISCELLANEOUS METAL FABRICATIONS
CIVIL WORKS FABRICATIONS
DIVISION 31 - EARTHWORK
FABRICATION OF HYDRAULIC STEEL STRUCTURES
PAINTING: HYDRAULIC STRUCTURES
TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SUMMARY OF WORK
PRICE AND PAYMENT PROCEDURES
PROJECT SCHEDULE
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE
TABLE OF CONTENTS
SECTION 00 01 10
RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
SUBMITTAL PROCEDURES
GOVERNMENTAL SAFETY REQUIREMENTS
SOURCES FOR REFERENCE PUBLICATIONS
QUALITY CONTROL
TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
CLOSEOUT SUBMITTALS
DIVISION 03 - CONCRETE
CAST-IN-PLACE CONCRETE
CONTROLLED LOW-STRENGTH MATERIAL (CLSM)
29 July 2021
TABLE OF CONTENTS PAGE 1
Amendment 0003
W912PL21B0004
31 09 13 31 11 00 31 56 14 SOIL-CEMENT-BENTONITE (SCB) CUTOFF WALL - DEEP MIXING METHOD Am2
32 11 23 32 12 16 32 31 13 32 92 19 32 93 00
33 40 00 33 46 16
35 31 19
-- End of Project Table of Contents --
APPENDIX B - SANTA ANA RIVER TRAIL
DIVISION 32 - EXTERIOR IMPROVEMENTS
AGGREGATE BASE COURSE
SUBDRAINAGE PIPING
DIVISION 35 - STONE PROTECTION
STONE PROTECTION
HOT-MIX ASPHALT (HMA) FOR ROADS
CHAIN LINK FENCES AND GATES
SEEDING
EXTERIOR PLANTING
STORM DRAINAGE UTILITIES
GEOTECHNICAL INSTRUMENTATION AND MONITORING
CLEARING AND GRUBBING
APPENDIX A - UTILITIES AND STREET IMPROVEMENTS
DIVISION 33 - UTILITIES
29 July 2021
TABLE OF CONTENTS PAGE 2
W912PL21B0004
Item Description Quantity Unit Unit Price
Amount
0001 Construction Dewatering of Groundwater 1 Job JA -$
0002 Treatment of Dewatering Effluent 1 Job JA -$
0003 Control of Surface Water 1 Job JA -$
0004 Well Abandonment 2 EA $ -$
0005 Clear Site and Remove Obstructions 16 AC $ -$
0006 Stripping 25,000 CY $ -$
0007 Excavation 126,000 CY $ -$
0008 Overexcavation
0008AA First 4,000 CY 4,000 CY $ -$
0008BB Over 4,000 CY 4,000 CY $ -$
0009 General Fill 10,300 CY $ -$
0010 Zone I Material 306,600 CY $ -$
0011 Select Zone I Material 7,000 TON $ -$
0012 Zone II Material 79,000 CY $ -$
0013 15 Inch Riprap 19,800 TON $ -$
0014 Bedding 17,400 TON $ -$
CONTRACTOR MUST FURNISH ALL PLANT, LABOR, MATERIAL,
EQUIPMENT, ETC. NECESSARY TO PERFORM ALL WORK IN STRICT
ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN THE
CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.
SECTION 00 10 00
Solicitation Contract Line Item (CLIN) Schedule
Bidding Schedule
29 July 2021 SECTION 00 10 00 Page 1
W912PL21B0004
Item Description Quantity Unit Unit Price
Amount
0015 Aggregate Base Course 5,700 TON $ -$
0016 Floodgate 1 Job JA -$
0017 Floodwall 168 LF $ -$
0018 Culvert 1 - Station 91+44.45 1 Job JA -$
0019 Culvert 2 - Station 119+60 1 Job JA -$
0020 AC Paving 130 TON $ -$
0021 4 Foot Wide Concrete Swale 710 LF $ -$
0022 10 Foot Wide Concrete Swale 380 LF $ -$
0023 Test Trench 6 EA $ -$
0024 Settlement Monuments 25 EA $ -$
0025 Settlement Bases 2 EA $ -$
0026 Geotechnical Instrumentation 1 Job JA -$
0027 Soil-Cement-Bentonite (SCB) Cutoff Wall
8,600 SF $ -$
0028 CIP Wall Section 1 Job JA -$
0029 Sound Wall 10,000 LF $ -$
0030 Swing Gate 1 Job JA -$
0031 Landscape Planting and Hydroseeding 97 AC $ -$
0032 Temporary Irrigation 97 AC $ -$
0033 Landscape Establishment 97 AC $ -$
0034 City of Corona 12 Inch Domestic Water Steel Casing Annular Space Fill 1 Job JA -$
0035 Borrow Area Closure 1 Job JA -$
29 July 2021 SECTION 00 10 00 Page 2
W912PL21B0004
Item Description Quantity Unit Unit Price
Amount
0036 City of Corona Street Improvements 1 Job JA -$
0037 City of Corona Sewer and Force Main Relocation and Protection 1 Job JA -$
0038 Santa Ana River Trail - Phase 4 1 Job JA -$
-$ TOTAL AMOUNT:
(Line Items 0001 through 0038)
29 July 2021 SECTION 00 10 00 Page 3
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