Bid_Abstract_Official_W912P820B0043_NOV-NF-W-05a.2.pdf
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- New Orleans to Venice, LA, NOV-NF-W-05a. 2, Myrtle Grove to Woodpark Levee, Plaquemines Parish, Louisiana
- Solicitation number
- W912P820B0043
About this file
This federal contract opportunity solicitation seeks bids for construction work on a levee in Plaquemines Parish, Louisiana. The work includes clearing, grubbing, excavation, embankment placement, drainage structures, fencing, paving, and other tasks. Bids are due on July 7, 2020 with contract award anticipated thereafter. The work is a total small business set-aside with an estimated value between $25-100 million. The solicitation was issued by the U.S. Army Corps of Engineers New Orleans District on June 3, 2020 under NAICS code 237990 for an firm fixed-price contract. Plans and specifications are available on SAM.gov under solicitation number W912P820B0043.
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BID ABSTRACT-W912P820B0043
New Orleans to Venice, Louisiana
NOV-NF-W-05a.2 Myrtle Grove to Woodpark Levee
Plaquemines Parish, Louisiana
Bid 1 of 4 Unsuccessful Circle, LLC, 1204 Engineers Road, Belle Chasse, Louisiana 70037
Item Description Estimated Quantity Unit
Unit Price
Estimated Amount
BASE WORK
0001 Mobilization and Demobilization 1 JOB $1,650,000.00 $1,650,000.00
0002 Truck Wash-Down Rack 1 JOB 250,000.00 250,000.00
0003 Silt Fences
003AA First 13,630 LF 13,630 LF 4.00 54,520.00
003AB All over 13,630 LF 2,730 LF 3.00 8,190.00
0004 Traffic Control and Coordination 1 JOB 25,000.00 25,000.00
0005 Clearing and Grubbing (Phase I) 1 JOB 850,000.00 850,000.00
0006 Drainage Canal Excavation 28,000 CY 9.00 252,000.00
0007 Bedding 330 CY 85.00 28,050.00
0008 Chain Link Fence 1,700 LF 30.00 51,000.00
0009 Chain Link Fence Gates 2 EA 2,500.00 5,000.00
0010 Embankment, Compacted Fill (Phase 1)
0010AA First 230,270 CY 230,270 CY 29.00 6,677,830.00
0010AB All Over 230,270 CY 81,270 CY 27.00 2,194,290.00
0011 Uncompacted Clay Canal Backfill 6,290 CY 25.00 157,250.00
0012 Sand Canal Backfill 22,130 CY 23.00 508,990.00
0013 Seeding and Mulching (Phase I) 25 AC 4,000.00 100,000.00
0014++ Lime Soil Amendment 25 TON 100.00 2,500.00
0015++ Sulfur Soil Amendment 12 TON 250.00 3,000.00
0016 Fertilizer
0016AA First 7,500 LBS 7,500 LBS 1.00 7,500.00
0016AB All Over 7,500 LBS 1,130 LBS 1.00 1,130.00
0017 Surfacing 140 CY 80.00 11,200.00
0018 Separator Geotextile 1,770 SY 3.00 5,310.00
0019 96” SRPE Pipeline 220 LF $1,750.00 $385,000.00
0020 48” SRPE Pipeline 120 LF 900.00 108,000.00
0021 Sand Culvert Base 330 CY 30.00 9,900.00
0022 Surfacing, Temporary Roads 1,220 CY 75.00 91,500.00
0023 High Strength Geotextile – 420 lb/in 12,400 SY 7.00 86,800.00
0024 High Strength Geotextile – 1,420 lb/in 31,050 SY 11.00 341,550.00
0025 Temporary By-Pass Ditches 1 JOB 100,000.00 100,000.00
TOTAL BASE WORK: $13,965,510.00
OPTIONAL WORK 1 (OW-1)
0026 Mobilization and Demobilization - OW-1 1 JOB $500,000.00 $500,000.00
0027 Truck Wash-Down Rack - OW-1 1 JOB 200,000.00 200,000.00
0028 Silt Fences - OW-1
0028AA First 21,300 LF 21,300 LF 4.00 85,200.00
0028AB All over 21,300 LF 4,270 LF 3.50 14,945.00
0029 Traffic Control and Coordination - OW-1 1 JOB 30,000.00 30,000.00
0030 Construction Dewatering - OW-1 1 JOB 300,000.00 300,000.00
0031 Clearing and Grubbing (Phase I) - OW-1 1 JOB 350,000.00 350,000.00
0032 Drainage Canal Excavation - OW-1 59,000 CY 8.00 472,000.00
0033 Preload Excavation - OW-1 1 JOB 800,000.00 800,000.00
0034 Drainage Ditch Excavation - OW-1 7,600 CY 14.00 106,400.00
0035 8” HDPE Waterline (DR11) - OW-1 2,300 LF 250.00 575,000.00
0036 2” HDPE Waterline (DR11) - OW-1 1,300 LF 100.00 130,000.00
0037 Distribution Piping Air Release Valves -
OW-1 3 EA 10,000.00 30,000.00
0038 Bedding - OW-1 1,410 CY 100.00 141,000.00
0039 New Water Valve and Manhole - OW-1 2 EA 15,000.00 30,000.00
0040 Remove Existing Water Valve and Water Valve Manhole - OW-1 1 JOB 2,500.00 2,500.00
0041 Remove and Reinstall Existing Fire Hydrant - OW-1 1 EA 4,700.00 4,700.00
0042 Sewer Lift Station No. 283 – OW-1 1 JOB 50,000.00 50,000.00
0043 Sewer Lift Station No. 289 – OW-1 1 JOB 300,000.00 300,000.00
0044 8” HDPE Sewer Force Main (DR11) -
OW-1 2,400 LF 167.00 400,800.00
0045 6” HDPE Sewer Force Main (DR11) -
OW-1 1,050 LF $120.00 $126,000.00
0046 8” Air Release Valve - OW-1 1 EA 12,000.00 12,000.00
0047 6” Air Release Valve - OW-1 1 EA 10,000.00 10,000.00
0048 Embankment, Compacted Fill (Phase 1) -
OW-1
0048AA First 439,370 CY 439,370 CY 29.00 12,741,730.00
0048AB All over 439,370 CY 155,070 CY 28.00 4,341,960.00
0049 Uncompacted Clay Canal Backfill - OW-1 39,320 CY 25.00 983,000.00
0050 Seeding and Mulching (Phase I) - OW-1 39 AC 4,000.00 156,000.00
0051++ Lime Soil Amendment - OW-1 39 TON 100.00 3,900.00
0052++ Sulfur Soil Amendment - OW-1 20 TON 250.00 5,000.00
0053 Fertilizer – OW-1
0053AA First 11,700 LBS 11,700 LBS 1.00 11,700.00
0053AB All Over 11,700 LBS 1,770 LBS 1.00 1,770.00
0054 Reinforced Concrete, East Drainage Structure – OW-1 1 JOB 800,000.00 800,000.00
0055 Reinforced Concrete, West Drainage Structure – OW-1 1 JOB 800,000.00 800,000.00
0056 Steel H-Piling – OW-1 9,310 LF 90.00 837,900.00
0057 Piling, Steel Sheet, Type PZ-27 - OW-1 3,080 SF 40.00 123,200.00
0058 Structural Steel Slide Gates - OW-1 1 JOB 85,000.00 85,000.00
0059 Structural Excavation - OW-1 1 JOB 300,000.00 300,000.00
0060 Vertical Wick Drains - OW-1 1 JOB 2,225,000.00 2,225,000.00
0061 Preloads – OW-1 1 JOB 3,500,000.00 3,500,000.00
0062 Structural Backfill - OW-1 1 JOB 280,000.00 280,000.00
0063 Surfacing - OW-1 2,190 CY 80.00 175,200.00
0064 Separator Geotextile - OW-1 7,590 SY 3.00 22,770.00
0065 Surfacing, Temporary Detour Roads -
OW-1 1,670 CY 60.00 133,600.00
0066 Asphaltic Pavement - OW-1 6,130 SY 65.00 398,450.00
0067 Pavement Markings - OW-1 1 JOB 20,000.00 20,000.00
0068 96” SRPE Pipeline - OW-1 1,130 LF 1,250.00 1,412,500.00
0069 48” SRPE Pipeline - OW-1 172 LF 800.00 137,600.00
0070 Sand Culvert Base - OW-1 1,410 CY $30.00 $42,300.00
0071 Electrical Systems – OW-1 1 JOB 60,000.00 60,000.00
0072 Wood Fencing and Gate – OW-1 1 JOB 15,000.00 15,000.00
0073 High Strength Geotextile – 420 lb/in –
OW-1 27,040 SY 7.75 209,560.00
0074 High Strength Geotextile – 1,420 lb/in –
OW-1 56,450 SY 11.00 620,950.00
0075 High Strength Geotextile – 2,450 lb/in –
OW-1 86,000 SY 12.00 1,032,000.00
0076 Temporary By-Pass Ditches – OW-1 1 JOB 300,000.00 300,000.00
0077 Dynamic Pile Load Tests – OW-1 4 EA 0 0
TOTAL OW-1 $36,446,635.00
TOTAL BASE + OW-1 $50,412,145.00
OPTIONAL WORK 2 (OW–2)
0078 Embankment, Compacted Fill (Phase II) –
OW-2 242,000 CY $28.00 $6,776,000.00
0079 Clearing (Phase II) – OW-2 1 JOB 55,000.00 55,000.00
0080 Seeding and Mulching (Phase II) – OW-2 64 AC 4,000.00 256,000.00
TOTAL OW-2 $7,087,000.00
TOTAL BASE + OW-2 21,052,510.00
TOTAL BASE + OW-1 + OW-2 $57,499,145.00
NOV-NF-W-05a.2 Myrtle Grove to Woodpark Levee
Plaquemines Parish, Louisiana
Bid 2 of 4 - Successful B&K Construction Company, LLC, 1905 Highway 59, Mandeville, Louisiana 70448
Item Description Estimated Quantity Unit
Unit Price
Estimated Amount
BASE WORK
0001 Mobilization and Demobilization 1 JOB $3,411,100.00 $3,411,100.00
0002 Truck Wash-Down Rack 1 JOB 50,000.00 50,000.00
0003 Silt Fences
003AA First 13,630 LF 13,630 LF 5.50 74,965.00
003AB All over 13,630 LF 2,730 LF 4.50 12,285.00
0004 Traffic Control and Coordination 1 JOB 50,000.00 50,000.00
0005 Clearing and Grubbing (Phase I) 1 JOB 500,000.00 500,000.00
0006 Drainage Canal Excavation 28,000 CY 6.00 168,000.00
0007 Bedding 330 CY 100.00 33,000.00
0008 Chain Link Fence 1,700 LF 40.00 68,000.00
0009 Chain Link Fence Gates 2 EA 4,500.00 9,000.00
0010 Embankment, Compacted Fill (Phase 1)
0010AA First 230,270 CY 230,270 CY 27.00 6,217,290.00
0010AB All Over 230,270 CY 81,270 CY 27.00 2,194,290.00
0011 Uncompacted Clay Canal Backfill 6,290 CY 3.50 22,015.00
0012 Sand Canal Backfill 22,130 CY 60.00 1,327,800.00
0013 Seeding and Mulching (Phase I) 25 AC 4,800.00 120,000.00
0014++ Lime Soil Amendment 25 TON 110.00 2,750.00
0015++ Sulfur Soil Amendment 12 TON 770.00 9,240.00
0016 Fertilizer
0016AA First 7,500 LBS 7,500 LBS 1.30 9,750.00
0016AB All Over 7,500 LBS 1,130 LBS 1.30 1,469.00
0017 Surfacing 140 CY 100.00 14,000.00
0018 Separator Geotextile 1,770 SY 1.50 2,655.00
0019 96” SRPE Pipeline 220 LF $950.00 $209,000.00
0020 48” SRPE Pipeline 120 LF 250.00 30,000.00
0021 Sand Culvert Base 330 CY 60.00 19,800.00
0022 Surfacing, Temporary Roads 1,220 CY 100.00 122,000.00
0023 High Strength Geotextile – 420 lb/in 12,400 SY 7.00 86,800.00
0024 High Strength Geotextile – 1,420 lb/in 31,050 SY 13.00 403,650.00
0025 Temporary By-Pass Ditches 1 JOB 50,00.00 50,000.00
TOTAL BASE WORK: $15,218,859.00
OPTIONAL WORK 1 (OW-1)
0026 Mobilization and Demobilization - OW-1 1 JOB $587,700.00 $587,700.00
0027 Truck Wash-Down Rack - OW-1 1 JOB 50,000.00 50,000.00
0028 Silt Fences - OW-1
0028AA First 21,300 LF 21,300 LF 5.50 117,150.00
0028AB All over 21,300 LF 4,270 LF 4.50 19,215.00
0029 Traffic Control and Coordination - OW-1 1 JOB 100,000.00 100,000.00
0030 Construction Dewatering - OW-1 1 JOB 100,000.00 100,000.00
0031 Clearing and Grubbing (Phase I) - OW-1 1 JOB 250,000.00 250,000.00
0032 Drainage Canal Excavation - OW-1 59,000 CY 8.00 472,000.00
0033 Preload Excavation - OW-1 1 JOB 1,200,000.00 1,200,000.00
0034 Drainage Ditch Excavation - OW-1 7,600 CY 9.00 68,400.00
0035 8” HDPE Waterline (DR11) - OW-1 2,300 LF 95.00 218,500.00
0036 2” HDPE Waterline (DR11) - OW-1 1,300 LF 40.00 52,000.00
0037 Distribution Piping Air Release Valves -
OW-1 3 EA 4,000.00 12,000.00
0038 Bedding - OW-1 1,410 CY 100.00 141,000.00
0039 New Water Valve and Manhole - OW-1 2 EA 10,000.00 20,000.00
0040 Remove Existing Water Valve and Water Valve Manhole - OW-1 1 JOB 500.00 500.00
0041 Remove and Reinstall Existing Fire Hydrant - OW-1 1 EA 5,000.00 5,000.00
0042 Sewer Lift Station No. 283 – OW-1 1 JOB 35,000.00 35,000.00
0043 Sewer Lift Station No. 289 – OW-1 1 JOB 90,000.00 90,000.00
OW-1 2,400 LF 80.00 192,000.00
OW-1 1,050 LF $75.00 $78,750.00
0046 8” Air Release Valve - OW-1 1 EA 5,000.00 5,000.00
0047 6” Air Release Valve - OW-1 1 EA 4,000.00 4,000.00
0048 Embankment, Compacted Fill (Phase 1) -
OW-1
0048AA First 439,370 CY 439,370 CY 27.00 11,862,990.00
0048AB All over 439,370 CY 155,070 CY 27.00 4,186,890.00
0049 Uncompacted Clay Canal Backfill - OW-1 39,320 CY 3.50 137,620.00
0050 Seeding and Mulching (Phase I) - OW-1 39 AC 4,800.00 187,200.00
0051++ Lime Soil Amendment - OW-1 39 TON 110.00 4,290.00
0052++ Sulfur Soil Amendment - OW-1 20 TON 770.00 15,400.00
0053 Fertilizer – OW-1
0053AA First 11,700 LBS 11,700 LBS 1.30 15,210.00
0053AB All Over 11,700 LBS 1,770 LBS 1.30 2,301.00
0054 Reinforced Concrete, East Drainage Structure – OW-1 1 JOB 500,000.00 500,000.00
0055 Reinforced Concrete, West Drainage Structure – OW-1 1 JOB 500,000.00 500,000.00
0056 Steel H-Piling – OW-1 9,310 LF 75.00 698,250.00
0057 Piling, Steel Sheet, Type PZ-27 - OW-1 3,080 SF 32.00 98,560.00
0058 Structural Steel Slide Gates - OW-1 1 JOB 100,000.00 100,000.00
0059 Structural Excavation - OW-1 1 JOB 350,000.00 350,000.00
0060 Vertical Wick Drains - OW-1 1 JOB 2,500,000.00 2,500,000.00
0061 Preloads – OW-1 1 JOB 5,000,000.00 5,000,000.00
0062 Structural Backfill - OW-1 1 JOB 100,000.00 100,000.00
0063 Surfacing - OW-1 2,190 CY 100.00 219,000.00
0064 Separator Geotextile - OW-1 7,590 SY 1.50 11,385.00
0065 Surfacing, Temporary Detour Roads -
OW-1 1,670 CY 100.00 167000.00
0066 Asphaltic Pavement - OW-1 6,130 SY 50.00 306,500.00
0067 Pavement Markings - OW-1 1 JOB 15,000.00 15,000.00
0068 96” SRPE Pipeline - OW-1 1,130 LF 850.00 960,500.00
0069 48” SRPE Pipeline - OW-1 172 LF 250.00 43,000.00
0070 Sand Culvert Base - OW-1 1,410 CY $60.00 $84,600.00
0071 Electrical Systems – OW-1 1 JOB 50,000.00 50,000.00
0072 Wood Fencing and Gate – OW-1 1 JOB 15,000.00 15,000.00
0073 High Strength Geotextile – 420 lb/in –
OW-1 27,040 SY 7.00 189,280.00
0074 High Strength Geotextile – 1,420 lb/in –
OW-1 56,450 SY 10.00 564,500.00
0075 High Strength Geotextile – 2,450 lb/in –
OW-1 86,000 SY 11.00 946,000.00
0076 Temporary By-Pass Ditches – OW-1 1 JOB 25,000.00 25,000.00
0077 Dynamic Pile Load Tests – OW-1 4 EA 20,00.00 80,000.00
TOTAL OW-1 $33,753,691.00
TOTAL BASE + OW-1 $48,972,550.00
OPTIONAL WORK 2 (OW–2)
0078 Embankment, Compacted Fill (Phase II) –
OW-2 242,000 CY $26.00 6,292,000.00
0079 Clearing (Phase II) – OW-2 1 JOB 146,700.00 146,700.00
0080 Seeding and Mulching (Phase II) – OW-2 64 AC 4,800.00 307,200.00
TOTAL OW-2 $6,745,900.00
TOTAL BASE + OW-2 21,964,759.00
TOTAL BASE + OW-1 + OW-2 $55,718,450.00
NOV-NF-W-05a.2 Myrtle Grove to Woodpark Levee
Plaquemines Parish, Louisiana
Bid 3 of 4 - Unsuccessful Phylway Construction, LLC, 1074-A Highway 1, Thibodaux, Louisiana 70301
Item Description Estimated Quantity Unit
Unit Price
Estimated Amount
BASE WORK
0001 Mobilization and Demobilization 1 JOB $1,000,000.00 $1,000,000.00
0002 Truck Wash-Down Rack 1 JOB 50.000.00 50,000.00
0003 Silt Fences
003AA First 13,630 LF 13,630 LF 2.75 37,428.50
003AB All over 13,630 LF 2,730 LF 2.75 7,507.50
0004 Traffic Control and Coordination 1 JOB 35,000.00 35,000.00
0005 Clearing and Grubbing (Phase I) 1 JOB 2,500,000.00 2,500,000.00
0006 Drainage Canal Excavation 28,000 CY 18.00 504,000.00
0007 Bedding 330 CY 93.00 30,690.00
0008 Chain Link Fence 1,700 LF 32.00 54,400.00
0009 Chain Link Fence Gates 2 EA 2,500.00 5,000.00
0010 Embankment, Compacted Fill (Phase 1)
0010AA First 230,270 CY 230,270 CY 41.00 9,441,070.00
0010AB All Over 230,270 CY 81,270 CY 28.00 2,275,560.00
0011 Uncompacted Clay Canal Backfill 6,290 CY 27.00 169,830.00
0012 Sand Canal Backfill 22,130 CY 25.00 553,250.00
0013 Seeding and Mulching (Phase I) 25 AC 4,400.00 110,000.00
0014++ Lime Soil Amendment 25 TON 95.00 2,375.00
0015++ Sulfur Soil Amendment 12 TON 210.00 2,520.00
0016 Fertilizer
0016AA First 7,500 LBS 7,500 LBS 1.10 8,250.00
0016AB All Over 7,500 LBS 1,130 LBS 1.10 1,243.00
0017 Surfacing 140 CY 88.00 12,320.00
0018 Separator Geotextile 1,770 SY 3.00 5,310.00
0019 96” SRPE Pipeline 220 LF $2,100.00 $462,000.00
0020 48” SRPE Pipeline 120 LF 1,000.00 120,000.00
0021 Sand Culvert Base 330 CY 30.00 9,900.00
0022 Surfacing, Temporary Roads 1,220 CY 88.00 107,360.00
0023 High Strength Geotextile – 420 lb/in 12,400 SY 8.00 99,200.00
0024 High Strength Geotextile – 1,420 lb/in 31,050 SY 15.00 465,750.00
0025 Temporary By-Pass Ditches 1 JOB 50,000.00 50,000.00
TOTAL BASE WORK: $18,120,018.00
OPTIONAL WORK 1 (OW-1)
0026 Mobilization and Demobilization - OW-1 1 JOB $500,000.00 $500,000.00
0027 Truck Wash-Down Rack - OW-1 1 JOB 100,000.00 100,000.00
0028 Silt Fences - OW-1
0028AA First 21,300 LF 21,300 LF 2.75 58,575.00
0028AB All over 21,300 LF 4,270 LF 2.75 11,742.50
0029 Traffic Control and Coordination - OW-1 1 JOB 100,000.00 100,000.00
0030 Construction Dewatering - OW-1 1 JOB 340,000.00 340,000.00
0031 Clearing and Grubbing (Phase I) - OW-1 1 JOB 2,500,000.00 2,500,000.00
0032 Drainage Canal Excavation - OW-1 59,000 CY 18.00 1,062,000.00
0033 Preload Excavation - OW-1 1 JOB 1,000,000.00 1,000,000.00
0034 Drainage Ditch Excavation - OW-1 7,600 CY 5.00 38,000.00
0035 8” HDPE Waterline (DR11) - OW-1 2,300 LF 185.00 425,500.00
0036 2” HDPE Waterline (DR11) - OW-1 1,300 LF 120.00 156,000.00
0037 Distribution Piping Air Release Valves -
OW-1 3 EA 6,650.00 19,950.00
0038 Bedding - OW-1 1,410 CY 101.00 142,410.00
0039 New Water Valve and Manhole - OW-1 2 EA 9,500.00 19,000.00
0040 Remove Existing Water Valve and Water Valve Manhole - OW-1 1 JOB 3,950.00 3,950.00
0041 Remove and Reinstall Existing Fire Hydrant - OW-1 1 EA 9,900.00 9,900.00
0042 Sewer Lift Station No. 283 – OW-1 1 JOB 60,500.00 60,500.00
0043 Sewer Lift Station No. 289 – OW-1 1 JOB 203,500.00 203,500.00
OW-1 2,400 LF 127.00 304,800.00
OW-1 1,050 LF $176.00 $184,800.00
0046 8” Air Release Valve - OW-1 1 EA 6,600.00 6,600.00
0047 6” Air Release Valve - OW-1 1 EA 6,600.00 6,600.00
0048 Embankment, Compacted Fill (Phase 1) -
OW-1
0048AA First 439,370 CY 439,370 CY 28.00 12,302,360.00
0048AB All over 439,370 CY 155,070 CY 22.00 3,411,540.00
0049 Uncompacted Clay Canal Backfill - OW-1 39,320 CY 27.00 1,061,640.00
0050 Seeding and Mulching (Phase I) - OW-1 39 AC 4,400.00 171,600.00
0051++ Lime Soil Amendment - OW-1 39 TON 95.00 3,705.00
0052++ Sulfur Soil Amendment - OW-1 20 TON 210.00 4,200.00
0053 Fertilizer – OW-1
0053AA First 11,700 LBS 11,700 LBS 1.10 12,870.00
0053AB All Over 11,700 LBS 1,770 LBS 1.10 1,947.00
0054 Reinforced Concrete, East Drainage Structure – OW-1 1 JOB 1,100,000.00 1,100,000.00
0055 Reinforced Concrete, West Drainage Structure – OW-1 1 JOB 1,250,000.00 1,250,000.00
0056 Steel H-Piling – OW-1 9,310 LF 80.00 744,800.00
0057 Piling, Steel Sheet, Type PZ-27 - OW-1 3,080 SF 50.00 154,000.00
0058 Structural Steel Slide Gates - OW-1 1 JOB 105,000.00 105,000.00
0059 Structural Excavation - OW-1 1 JOB 125,000.00 125,000.00
0060 Vertical Wick Drains - OW-1 1 JOB 2,700,000.00 2,700,000.00
0061 Preloads – OW-1 1 JOB 5,000,000.00 5,000,000.00
0062 Structural Backfill - OW-1 1 JOB 450,000.00 450,000.00
0063 Surfacing - OW-1 2,190 CY 88.00 192,720.00
0064 Separator Geotextile - OW-1 7,590 SY 2.50 18,975.00
0065 Surfacing, Temporary Detour Roads -
OW-1 1,670 CY 88.00 146,960.00
0066 Asphaltic Pavement - OW-1 6,130 SY 80.00 490,400.00
0067 Pavement Markings - OW-1 1 JOB 19,000.00 19,000.00
0068 96” SRPE Pipeline - OW-1 1,130 LF 1,500.00 1,695,000.00
0069 48” SRPE Pipeline - OW-1 172 LF 900.00 154,800.00
0070 Sand Culvert Base - OW-1 1,410 CY $30.00 $42,300.00
0071 Electrical Systems – OW-1 1 JOB 45,000.00 45,000.00
0072 Wood Fencing and Gate – OW-1 1 JOB 4,400.00 4,400.00
0073 High Strength Geotextile – 420 lb/in –
OW-1 27,040 SY 8.00 216,320.00
0074 High Strength Geotextile – 1,420 lb/in –
OW-1 56,450 SY 15.00 846,750.00
0075 High Strength Geotextile – 2,450 lb/in –
OW-1 86,000 SY 19.00 1,634,000.00
0076 Temporary By-Pass Ditches – OW-1 1 JOB 85,000.00 85,000.00
0077 Dynamic Pile Load Tests – OW-1 4 EA 9,000.00 36,000.00
TOTAL OW-1 $41,480,114.50
TOTAL BASE + OW-1 $59,600,132.50
OPTIONAL WORK 2 (OW–2)
0078 Embankment, Compacted Fill (Phase II) –
OW-2 242,000 CY $33.00 $7,986,000.00
0079 Clearing (Phase II) – OW-2 1 JOB 80,000.00 80,000.00
0080 Seeding and Mulching (Phase II) – OW-2 64 AC 4,400.00 281,600.00
TOTAL OW-2 $8,347,600.00
TOTAL BASE + OW-2 $26,467,618.00
TOTAL BASE + OW-1 + OW-2 $67,947,732.50
NOV-NF-W-05a.2 Myrtle Grove to Woodpark Levee
Plaquemines Parish, Louisiana
Bid 4 of 4 - Unsuccessful GEO-INSTRUMENTS, 24 Celestial Drive, Narragansett, Rhode Island 02882
This bid is considered unresponsive due to non-submittal of required documents. There is no Bidding Schedule with pricing for the requested line items. The unrequested proposed pricing provided consists of Automated Motorized Total Stations (8), Shape Arrays (8), and Vibrating Wire Piezometers (8 locations, 34 total).
NOV-NF-W-05a.2 Myrtle Grove to Woodpark Levee
Plaquemines Parish, Louisiana
Independent Government Estimate U.S. Army Corps of Engineers, New Orleans District, 7400 Leake Avenue, New Orleans, Louisiana 70160
Item Description Estimated Quantity Unit
Unit Price
Estimated Amount
BASE WORK
0001 Mobilization and Demobilization 1 JOB $113,073.00 $113,073.00
0002 Truck Wash-Down Rack 1 JOB 162,137.00 162,137.00
0003 Silt Fences
003AA First 13,630 LF 13,630 LF 7.00 95,410.00
003AB All over 13,630 LF 2,730 LF 7.00 19,110.00
0004 Traffic Control and Coordination 1 JOB 27,975.00 27,975.00
0005 Clearing and Grubbing (Phase I) 1 JOB 454,396.00 454,396.00
0006 Drainage Canal Excavation 28,000 CY 17.30 484,400.00
0007 Bedding 330 CY 83.10 27,423.00
0008 Chain Link Fence 1,700 LF 30.00 51,000.00
0009 Chain Link Fence Gates 2 EA 381.00 762.00
0010 Embankment, Compacted Fill (Phase 1)
0010AA First 230,270 CY 230,270 CY 40.70 9,371,989.00
0010AB All Over 230,270 CY 81,270 CY 40.50 3,291,435.00
0011 Uncompacted Clay Canal Backfill 6,290 CY 38.40 241,536.00
0012 Sand Canal Backfill 22,130 CY 19.30 427,109.00
0013 Seeding and Mulching (Phase I) 25 AC 5,325.00 133,125.00
0014++ Lime Soil Amendment 25 TON 119.00 2,975.00
0015++ Sulfur Soil Amendment 12 TON 828.20 9,938.40
0016 Fertilizer
0016AA First 7,500 LBS 7,500 LBS 1.40 10,500.00
0016AB All Over 7,500 LBS 1,130 LBS 1.40 1,582.00
0017 Surfacing 140 CY 85.00 11,900.00
0018 Separator Geotextile 1,770 SY 3.91 6,920.70
0019 96” SRPE Pipeline 220 LF $1,054.98 $232,095.60
0020 48” SRPE Pipeline 120 LF 621.70 74,604.00
0021 Sand Culvert Base 330 CY 19.30 6,369.00
0022 Surfacing, Temporary Roads 1,220 CY 95.80 116,876.00
0023 High Strength Geotextile – 420 lb/in 12,400 SY 7.70 95,480.00
0024 High Strength Geotextile – 1,420 lb/in 31,050 SY 12.30 381,915.00
0025 Temporary By-Pass Ditches 1 JOB 69,590.00 69,590.00
TOTAL BASE WORK: $15,921,625.70
OPTIONAL WORK 1 (OW-1)
0026 Mobilization and Demobilization - OW-1 1 JOB $242,690.00 $242,690.00
0027 Truck Wash-Down Rack - OW-1 1 JOB 314,151.00 314,151.00
0028 Silt Fences - OW-1
0028AA First 21,300 LF 21,300 LF 6.30 134,190.00
0028AB All over 21,300 LF 4,270 LF 6.30 26,901.00
0029 Traffic Control and Coordination - OW-1 1 JOB 141,510.00 141,510.00
0030 Construction Dewatering - OW-1 1 JOB 50,889.00 50,889.00
0031 Clearing and Grubbing (Phase I) - OW-1 1 JOB 708,851.00 708,851.00
0032 Drainage Canal Excavation - OW-1 59,000 CY 17.30 1,020,700.00
0033 Preload Excavation - OW-1 1 JOB 893,011.00 893,011.00
0034 Drainage Ditch Excavation - OW-1 7,600 CY 17.30 131,480.00
0035 8” HDPE Waterline (DR11) - OW-1 2,300 LF 72.30 166,290.00
0036 2” HDPE Waterline (DR11) - OW-1 1,300 LF 42.90 55,770.00
0037 Distribution Piping Air Release Valves -
OW-1 3 EA 2,601.30 7,803.90
0038 Bedding - OW-1 1,410 CY 83.10 117,171.00
0039 New Water Valve and Manhole - OW-1 2 EA 16,441.00 32,882.00
0040 Remove Existing Water Valve and Water Valve Manhole - OW-1 1 JOB 3,370.00 3,370.00
0041 Remove and Reinstall Existing Fire Hydrant - OW-1 1 EA 2,856.00 2,856.00
0042 Sewer Lift Station No. 283 – OW-1 1 JOB 31,441.00 31,441.00
0043 Sewer Lift Station No. 289 – OW-1 1 JOB 80,970.00 80,970.00
OW-1 2,400 LF 71.00 170,400.00
OW-1 1,050 LF $62.30 65,415.00
0046 8” Air Release Valve - OW-1 1 EA 2,602.00 2,602.00
0047 6” Air Release Valve - OW-1 1 EA 2,009.00 2,009.00
0048 Embankment, Compacted Fill (Phase 1) -
OW-1
0048AA First 439,370 CY 439,370 CY 40.60 17,838,422.00
0048AB All over 439,370 CY 155,070 CY 27.40 4,248,918.00
0049 Uncompacted Clay Canal Backfill - OW-1 39,320 CY 34.50 1,356,540.00
0050 Seeding and Mulching (Phase I) - OW-1 39 AC 5,324.20 207,643.80
0051++ Lime Soil Amendment - OW-1 39 TON 118.40 4,617.60
0052++ Sulfur Soil Amendment - OW-1 20 TON 828.20 16,564.00
0053 Fertilizer – OW-1
0053AA First 11,700 LBS 11,700 LBS 1.40 16,380.00
0053AB All Over 11,700 LBS 1,770 LBS 1.40 2,478.00
0054 Reinforced Concrete, East Drainage Structure – OW-1 1 JOB 297,178.00 297,178.00
0055 Reinforced Concrete, West Drainage Structure – OW-1 1 JOB 322,149.00 322,149.00
0056 Steel H-Piling – OW-1 9,310 LF 81.10 755,041.00
0057 Piling, Steel Sheet, Type PZ-27 - OW-1 3,080 SF 41.00 126,280.00
0058 Structural Steel Slide Gates - OW-1 1 JOB 139,153.00 139,153.00
0059 Structural Excavation - OW-1 1 JOB 315,944.00 315,944.00
0060 Vertical Wick Drains - OW-1 1 JOB 2,530,683.00 2,530,683.00
0061 Preloads – OW-1 1 JOB 5,027,272.00 5,027,272.00
0062 Structural Backfill - OW-1 1 JOB 101,552.00 101,552.00
0063 Surfacing - OW-1 2,190 CY 85.00 186,150.00
0064 Separator Geotextile - OW-1 7,590 SY 4.00 30,360.00
0065 Surfacing, Temporary Detour Roads -
OW-1 1,670 CY 95.80 159,986.00
0066 Asphaltic Pavement - OW-1 6,130 SY 95.80 587,254.00
0067 Pavement Markings - OW-1 1 JOB 3,129.00 3,129.00
0068 96” SRPE Pipeline - OW-1 1,130 LF 1,062.90 1,201,077.00
0069 48” SRPE Pipeline - OW-1 172 LF 273.30 47,007.60
0070 Sand Culvert Base - OW-1 1,410 CY $22.20 $31,302.00
0071 Electrical Systems – OW-1 1 JOB 65,109.00 65,109.00
0072 Wood Fencing and Gate – OW-1 1 JOB 11,880.00 11,880.00
0073 High Strength Geotextile – 420 lb/in –
OW-1 27,040 SY 7.70 208,208.00
0074 High Strength Geotextile – 1,420 lb/in –
OW-1 56,450 SY 12.30 694,335.00
0075 High Strength Geotextile – 2,450 lb/in –
OW-1 86,000 SY 13.80 1,186,800.00
0076 Temporary By-Pass Ditches – OW-1 1 JOB 99,313.50 99,313.50
0077 Dynamic Pile Load Tests – OW-1 4 EA 3,097.70 12,390.80
TOTAL OW-1 $42,234,470.20
TOTAL BASE + OW-1 $58,156,095.90
OPTIONAL WORK 2 (OW–2)
0078 Embankment, Compacted Fill (Phase II) –
OW-2 242,000 CY $39.00 $9,438,000.00
0079 Clearing (Phase II) – OW-2 1 JOB 741,314.00 741,314.00
0080 Seeding and Mulching (Phase II) – OW-2 64 AC 5,324.20 340,748.80
TOTAL OW-2 $10,520,062.80
TOTAL BASE + OW-2 $26,441,688.50
TOTAL BASE + OW-1 + OW-2 $68,676,158.70
I CERTIFY THAT I HAVE OPENED, READ AND RECORDED ON THIS ABSTRACT,
ALL OFFERS RECEIVED IN RESPONSE TO THIS SOLICITATON.
SIGNATURE AND DATE
| BID ABSTRACT-W912P820B0043 |
| Bid_02_W912P820B0043_NOV-NF-W-05a.2.pdf |
| BID ABSTRACT-W912P820B0043 |
| Bid_03_W912P820B0043_NOV-NF-W-05a.2.pdf |
| BID ABSTRACT-W912P820B0043 |
| Bid_IGE_W912P820B0043_NOV-NF-W-05a.2.pdf |
| BID ABSTRACT-W912P820B0043 |
| 2020-08-08T15:58:21-0500 | |
| SCREWS.ROBERT.1384614503 |
File details come from the government source that posted it. Updated .