SOW - PPNC Materials 7Jun23.pdf
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- Solicitation number
- QSE--36C78624Q50018
About this file
This scope of work document outlines materials required for burials and grounds maintenance at Pikes Peak National Cemetery over multiple years. The Department of Veterans Affairs National Cemetery Administration seeks pricing for topsoil, granite breeze, and road base limestone to be delivered in tons on a recurring basis. Estimated quantities, specifications, and gradation requirements are provided for each product under the base year and four option years. Offerors should provide unit pricing and estimated totals for the base year and each option period. The related federal contract opportunity is solicitation number 36C78624Q50018 for burial materials at Pikes Peak National Cemetery. Pricing is requested through multiple option years to September 2028.
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| File | Type | Posted |
|---|---|---|
| Solicitation.pdf | ||
| Combined Synopsis.pdf |
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A.1 PRICE SCHEDULE OF SERVICES: BLOCK 19 AND BLOCK 20
Base Year: October 1, 2023 or Date of award through September 30, 2024
CLIN
No.
Description:
Material/Product:
Est. Qty
Frequency/
Unit Unit Cost Est. Total Cost
0001 Top Soil 140 Ton $_________ $___________
0002 Granite Breeze 40 Ton $_________ $___________
Road Base Limestone (1
½” to minus) 75 Ton $_________ $___________
Total Estimated Cost: $___________
Option Year 1: October 1, 2024 through September 30, 2025
No.
Description:
Material/Product:
Est. Qty
Frequency/
Unit Unit Cost Est. Total Cost
1001 Top Soil 140 Ton $_________ $___________
1002 Granite Breeze 40 Ton $_________ $___________
Road Base Limestone (1
½” to minus)
Option Year 2: October 1, 2025 through September 30, 2026
No.
Description:
Material/Product:
Est. Qty
Frequency/
Unit Unit Cost Est. Total Cost
2001 Top Soil 140 Ton $_________ $___________
2002 Granite Breeze 40 Ton $_________ $___________
Road Base Limestone (1
½” to minus)
Option Year 3: October 1, 2026 through September 30, 2027
No.
Description:
Material/Product:
Est. Qty
Frequency/
Unit Unit Cost Est. Total Cost
3001 Top Soil 140 Ton $_________ $___________
3002 Granite Breeze 40 Ton $_________ $___________
Road Base Limestone (1
½” to minus)
Option Year 4: October 1, 2027 through September 30, 2028
No.
Description:
Material/Product:
Est. Qty
Frequency/
Unit Unit Cost Est. Total Cost
4001 Top Soil 140 Ton $_________ $___________
4002 Granite Breeze 40 Ton $_________ $___________
Road Base Limestone (1
½” to minus)
A.2 PRICE SUMMARY TOTALS
Total Cost
Base Year – date of award thru 9/30/24: $_______________________
Option Year 1 – 10/1/24 – 9/30/25: $ ______________________
Option Year 2 – 10/1/25 – 9/30/26: $ ______________________
Option Year 3 - 10/1/26 – 9/30/27: $ ______________________
Option Year 4 - 10/1/27 – 9/30/28: $ ______________________
Grand Total (Base + all Option Years): $ ______________________
Statement of Work – Purchase of Materials used for Burials and Headstone Setting
Pikes Peak National Cemetery will purchase the following materials for burials and grounds maintenance:
1. Screened Planting Topsoil
a. The planting topsoil shall be a loam, sandy loam, clay loam, silt loam, sandy clay loam, and/or loamy sand conforming to ASTM D 5268 Topsoil, with pH range of 5.5 to 8.5, a minimum of 4 percent organic material content and a maximum of 20% organic material content; free of weed seeds, noxious weeds, invasive plants, stones 1 inch or larger in any dimension, foreign matter and other extraneous materials harmful to plant growth, including, but not limited to roots, plants, sod, stones, and clay lumps.
b. Topsoil shall not be infested with nematodes, grubs, other pests, pest eggs, or other undesirable organisms and disease-causing plant pathogens.
c. Topsoil shall be friable and with sufficient structure to give good tilth and aeration.
Continuous, air-filled, pore-space content on a volume/volume basis shall be at least 15 percent when moisture is present at field capacity. Soil shall have a field capacity of at least 15 percent on a dry weight basis.
Crushed Rock, General:
a. Crushed Rock shall be composed of limestone, granite, dolomite, or any other hard, sound rock that is produced by blasting and then crushing.
b. Crushed Rock shall be clean, hard, tough, and durable fragments (excluding) schist, shale or slate) of uniform quality throughout and free of any detrimental quantities of soft, friable, thin, elongated or laminated pieces, disintegrated material, dirt, organic matter, oil, alkali, or other deleterious substance.
c. Crushed Rock shall consist of hard durable fragments of particles of rock, free of stripping dirt, vegetation, and other foreign substances. Hardness: Resistant to breaking, crushing or crumbling
d. Shape: Sharp and angular (Do not use rounded pea gravel.)
e. Gravel or Crushed Gravel mixed with filler, sand, crushed rock, or crushed stone is NOT an acceptable substitutes
f. The gradation of crushed rock shall comply with ASTM D-448. Sampling and sieve analysis shall be performed in accordance with ASTM D-75 and ASTM C-136.
2. Granite Breeze
a. In addition to the specifications for Crushed Rock listed above in a. through e., this ½” crushed rock shall consist of the product obtained by crushing rock or stone so that is meets the following gradation requirements:
Sieve Size % of Passing
1/2 inch 100
3/8 inch 70 – 90
No. 4 50 – 72
No. 8 35 – 55
No. 40 14 – 32
No. 200 4 – 10
b. The portion of any component or of the completed course passing the No. 40 sieve shall be either non-plastic or have a liquid limit not greater than 40 and a plasticity index not greater than 12.
c. The material type shall be Type A: Crushed stone produced and graded from oversize quarried aggregate that originates from a single, naturally occurring source.
3. Road Base Limestone - (1 ½ to minus)
a. In addition to the specifications for Crushed Rock listed in para 3a. through e., this flexible base shall consist of the product obtained by crushing rock or stone so that is meets the following gradation requirements:
Sieve Size % Retained, Cumulative
1-1/2 inch 5 - 10
3/4 inch 10 - 15
1/2 inch 15 – 20
3/8 inch 20 – 40
No. 4 45 – 75
No. 40 65– 85
b. The portion of any component or of the completed course passing the No. 40 sieve shall be either non-plastic or have a liquid limit not greater than 40 and a plasticity index not greater than 12.
c. The material type shall be Type A: Crushed stone produced and graded from oversize quarried aggregate that originates from a single, naturally occurring source. Do not use gravel or multiple sources.
END OF THE SCOPE
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