W912DW23Q80190001 (Bid Schedule).pdf
PDF 311 KB Posted
- Attached to
- Ferndale Levee Repair - Delivered Materials
- Solicitation number
- W912DW23Q8019
About this file
This document contains a bid schedule for a federal contract solicitation to provide various construction materials for a levee repair project. Key details include: Itemized quantities and descriptions of 2-4 ton stone, class V riprap 48 inches thick, 2x4 spall rock, 5/8 inch top course, and topsoil to be delivered. Also included are quantities and descriptions for concrete Jersey barriers and optional additional materials. Delivery of a minimum 1,500 tons of material per day is required to the worksite near the Ferndale Water Treatment Plant on the Nooksack River by the Army Corps of Engineers Engineering District Seattle. Pricing terms are fixed firm price and delivery destination. Award date and response date are not specified.
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| File | Type | Posted |
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| W912DW23Q80190001.pdf | ||
| W912DW23Q8019.pdf |
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W912DW23Q8019
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 500 Actual
Tons
2 - 4 TON STONE
FFP
Distribution Weight (lb) Diameter (in) 100% Smaller 8,000 52-66 50% Size 6,000 38-52 100% Larger 4,000 22-30
FOB: Destination
PSC CD: 5610
NET AMT
0002 2,700 Actual
CLASS V RIPRAP - 48" THICK
Precent Passing Weight (lb) Diameter (in) 100 4000 48 50 750 34 10 350 21 All Stone shall 25-350 7-18 be larger than 25 LB
0003 800 Actual
2" X 4" SPALL ROCK
Spalls shall be screened crushed rock from clean, sound, angular material
Sieve Size Percent Passing 4” 100 2” 0
0004 250 Actual
5/8" TOP COURSE
Sieve Size Percent Passing 5/8” 100 ½” 90-100 No. 4 25-66 No. 40 10-25 No. 200 7 Max
100% Fracture *All percentages are by weight.
0005 400 Actual
TOPSOIL
The topsoil for the project will consist of a 75%/25% mixture of engineered soil and organic compost, respectively. The engineered soil will meet the following gradation, and shall be free of roots, chemicals, garbage, and debris.
Engineered Topsoil Sieve Size Precent Passing ½” 100 #4 75-95 #10 40-75 #16 25-55 #40 25-50 #200 10-20
*All percentages are by weight.
0006 250 Foot
CONCRETE NEW JERSEY BARRIER
FFP
32" Height 24" Base (min.)
6" Top (min.)
120" Length (max.)
with Pin and Loop Connections, Pins Included.
0007 500 Actual
OPTION 2 - 4 TON STONE
Distribution Weight (lb) Diameter (in) 100% Smaller 8,000 52-66 50% Size 6,000 38-52 100% Larger 4,000 22-30
0008 800 Actual
OPTION CLASS V RIPRAP - 48" THICK
Precent Passing Weight (lb) Diameter (in) 100 4000 48 50 750 34 10 350 21 All Stone shall 25-350 7-18 be larger than 25 LB
0009 500 Actual
OPTION 2" X 4" SPALL ROCK
Spalls shall be screened crushed rock from clean, sound, angular material
Sieve Size Percent Passing 4” 100 2” 0
0010 250 Actual
OPTION 5/8" TOP COURSE
Sieve Size Percent Passing 5/8” 100 ½” 90-100 No. 4 25-66 No. 40 10-25 No. 200 7 Max
100% Fracture *All percentages are by weight.
0011 250 Actual
OPTION TOPSOIL
The topsoil for the project will consist of a 75%/25% mixture of engineered soil and organic compost, respectively. The engineered soil will meet the following gradation, and shall be free of roots, chemicals, garbage, and debris.
Engineered Topsoil Sieve Size Precent Passing ½” 100 #4 75-95 #10 40-75 #16 25-55 #40 25-50 #200 10-20
*All percentages are by weight.
0012 50 Foot
OPTION CONCRETE NEW JERSEY BARRIER
FFP
32" Height 24" Base (min.)
6" Top (min.)
120" Length (max.)
with Pin and Loop Connections, Pins Included.
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