Attachment 3 - MAF LF Contours_FY24 Seed Project.xlsx

XLSX spreadsheet 65 KB Posted

Attached to
LF Contours
Solicitation number
FA4528-24-R-0008
Issued by

About this file

This document appears to be an Excel spreadsheet titled "Attachment 3 - MAF LF Contours_FY24 Seed Project" that contains detailed cost estimates for various site preparation activities, such as site grading, access road grading, ditch grading, gravel and stone placement, and culvert work, across multiple sites labeled K-8 through M-3.

The related federal contract opportunity is a solicitation (Solicitation Number FA4528-24-R-0008) for the "LF Contours" project, with an estimated value between $1,000,000 and $5,000,000. The work is for Heavy Construction and the applicable wage rates are provided. The solicitation notes that the award will be made on a best value trade-off decision, with price and technical factors weighted equally. The solicitation also includes special instructions regarding base access requirements.

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K-8

SITE K-8ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF320$0.00
1.3Ditch Grading on SiteLF160$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON120$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON0$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

K-9

SITE K-9ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF440$0.00
1.3Ditch Grading on SiteLF0$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.1Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON131$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON12$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

K-10

SITE K-10ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF240$0.00
1.3Ditch Grading on SiteLF150$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON110$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON0$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS1$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

K-11

SITE K-11ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF160$0.00
1.3Ditch Grading on SiteLF135$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON105$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON0$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

L-3

SITE L=3ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF400$0.00
1.3Ditch Grading on SiteLF110$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON130$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON0$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

L-4

SITE L-4ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF400$0.00
1.3Ditch Grading on SiteLF170$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON130$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON12$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS1$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

L-7

SITE L-7ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF400$0.00
1.3Ditch Grading on SiteLF145$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON130$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON0$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS1$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

L-8

SITE L-8ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF260$0.00
1.3Ditch Grading on SiteLF180$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON115$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON0$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

L-9

SITE L-9ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF160$0.00
1.3Ditch Grading on SiteLF300$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON103$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON12$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

L-10

SITE L-10ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF400$0.00
1.3Ditch Grading on SiteLF150$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON130$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON12$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

L-11

SITE L-11ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF320$0.00
1.3Ditch Grading on SiteLF260$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON120$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON0$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

M-2

SITE M-2ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF300$0.00
1.3Ditch Grading on SiteLF132$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON120$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON0$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

M-3

SITE M-3ESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS1$0.00
1.2Site GradingPS1$0.00
1.2Access Road GradingLF260$0.00
1.3Ditch Grading on SiteLF100$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)Ton0$0.00
1.5Gravel (Class 13/section 02546)TON114$0.00
1.6Stone (1" clean Crushed Rock)TON60$0.00
1.6Stone (1 1/2"-2" clean Crushed Rock)TON0$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS0$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS1$0.00
TOTAL$0.00
PS = Per Site
LS = Lump Sum
LF = Linear Feet

Site Totals

Repair MAF/LF Contours
SitesESTIMATED
TOTAL
SITE #AMOUNT
K-8
K-9
K-10
K-11
L-3
L-4
L-7
L-8
L-9
L-10
L-11
M-2
M-3
TOTAL
Opt FY24

List the total cost of each individual site.

TOTAL

Repair MAF/LF ContoursOpt FY24
SitesESTIMATED
UNITESTIMATEDUNITTOTAL
ITEMDESCRIPTIONISSUEQUANTITYPRICEAMOUNT
1.1MobilizationPS13$0.00
1.2Site GradingPS13$0.00
1.2Access Road GradingLF4060$0.00
1.3Ditch Grading on SiteLF1992$0.00
1.3Main Ditch Grading off SiteLF0$0.00
1.4Embankment MaterialsTON0$0.00
1.4Clay Barrier Layer (For Berms Only)TON0$0.00
1.5Gravel (Class 13/section 02546)TON1558$0.00
1.6Stone (1" clean Crushed Rock)TON780$0.00
1.6Stone (1 1/2" to 2" clean Crushed Rock)TON48$0.00
1.718" CulvertLF0$0.00
1.724" CulvertLF0$0.00
1.730" CulvertLF0$0.00
1.736" CulvertLF0$0.00
1.718" Flared End SectionEA0$0.00
1.724" Flared End SectionEA0$0.00
1.730" Flared End SectionEA0$0.00
1.736" Flared End SectionEA0$0.00
1.7Relay CulvertLF0$0.00
1.7Clean CulvertLS3$0.00
1.78' Stubbed T-PostEA0$0.00
1.7Clean SP 104 Drainage TrenchEA0$0.00
1.7HydroVac SP 104 PitsPS0$0.00
1.8SeedingSY0$0.00
1.9TopsoilCY0$0.00
1.10Rock (Cleaned 4"-8" Rock )TON0$0.00
1.11GeotextileSY0$0.00
Performance BondsPS13$0.00
TOTAL$0.00
Opt FY24
PS = Per Site
LS = Lump Sum
LF = Linear Feet

File details come from the government source that posted it. Updated .