A02. Pricing Schedule Section B.xlsx

XLSX spreadsheet 57 KB Posted

Attached to
CONUS Drilling Services - St. Louis District Federal contract opportunity
Solicitation number
W912P921R0037
Issued by
Department of the Army Corps of Engineers Engineering District St Louis

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B01. Final Solicitation.pdf PDF
B01. Final Solicitation.pdf PDF
52.212-3 Offeror Representations and Certifications.pdf PDF
C04. PPQ interview evaluation.pdf PDF
C04. PPQ.pdf PDF

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Text version

BASE YR

ITEM DESCRIPTION Quantity U/I UNIT PRICE TOTAL PRICE

0001Mobilization and DemobilizationA
0001AEAB
0001BEAC
0001CEAD
0001DEAE
F
0002Standby TimeHRG
H
0003DrillingI
0003ADrilling Day (8 hrs/day)DAJ
0003BDrilling OvertimeHRK
0003CSwamp/Marsh Drilling Day (8 hrs/day)DAL
0003DJack-up Boat/Barge Drilling Day (8 hrs/day)DAM
0003ESonic Drilling (8 hrs/day)DAN
0003FCPT Drilling Day (8 hrs/day)DAO
P
0004PersonnelQ
0004AHRR
0004BHRS
0004CHR
0004DHR
0004EHR
0004FHR
0004GHR
0004HHR
0005Screen and Riser Materials (Well and Piezometer Installation Materials)
0005A21-ft. length pieces, 2-inch diameter, galvanizedEA
0005BCouplings/Reducers/Caps (2-inch, galvanized)EA
0005CPiezometer Tips, Stainless steel, wire wrapEA
0005D8-inch, Sch. 40 stainless riserFT
0005E10-inch, Sch. 40 stainless riserFT
0005F30-slot, 8-inch diameter, stainless steel, wire wrapFT
0005G40-slot, 8-inch diameter, stainless steel, wire wrapFT
0005H30-slot, 10-inch diameter, stainless steel, wire wrapFT
0005I40-slot, 10-inch diameter, stainless steel, wire wrapFT
0005JPiezometer Tips, Porous StoneEA
0005KThreaded Galvanized Caps (2-inch) or PVC Slip CapsEA
0005L4-inch Bollards (Sch. 40 Steel pipe, 4-inch by 6-foot)EA
0005M6-inch Bollards (Sch. 40 Steel pipe, 6-inch by 6-foot)EA
0005NAt-Grade Manhole CoversEA
0006Specialty Equipment Rental
0006ATelehandler (Lull type)DA
0006BPortable Core Drill (hand carry)DA
0006CJon BoatDA
0006DSkid SteerDA
0006ESkid Steer Auger Attachment (10 ft.)DA
0006FAir KnifeDA
0006GLight PlantDA
0006HSwamp/Marsh buggyDA
0006IFloating PlantDA
0006JAir Monitoring DeviceDA

0007 Wood Core Boxes, w/ core preservation materials EA

0008DZ
0009EA
0010DZ
0011EA
0012EA
0013TP
0014HR
0015HR
0016FT
0017EA
0018DA
0019EA
0020EA
0021DR
0022DR
0023EA
0024EA
0025EA
0026EA
0027EA
Soils Laboratory Testing
0028Atterberg Limits Tests (3-point)EA
0029Natural Water ContentEA
0030Grain Size Analysis (C136)EA
0031Wet Sieve Analysis (C117 & C136)EA
0032% Passing #200 or #230 Sieve (D1140)EA
0033Hydrometer AnalysisEA
0034Standard CompactionEA
0035Modified CompactionEA
0036Maximum & Minimum IndexEA
0037California Bearing Ratio (CBR)EA
0038Unconfined Compressive StrengthEA
0039Q Triaxial Compressive Strength (3 POINTS)EA
0040R Triaxial Compressive Strength (3 POINTS)EA
0041S Triaxial Compressive Strength (3 POINTS)EA
0042Direct Shear Test (3 POINTS)EA
0043One-Dimensional Consolidation (3 POINT)EA
Hazardous Waste Soil Classifications
0044Haz. Waste Atterberg Limits (3 POINTS)EA
0045Haz. Waste Natural Water ContentEA
0046Haz. Waste Grain Size AnalysisEA
0047Haz. Waste Wet Sieve AnalysisEA
0048Disposal of Soils Testing Material, Haz/Spec. WasteEA
Rock Laboratory Testing
0049Bulk DensityEA
0050Petrographic ExaminationEA
0051Elasticity & Poisson's RatioEA
0052Triaxial Compressive StrengthEA
0053Direct Tensile StrengthEA
0054Unconfined Compressive StrengthEA
0055Direct Shear Strength (3-points)EA
In Situ Testing
0056Falling Head TestsDA
0057Pumping TestsDA
0058Electronic Piezocone PenetrometerDA
0059Vane Shear TestingDA
0060Geophysical LoggingDA
0061Hydrocone/Geocone SamplingDA
0062Flat-Plate Dilatometer Testing (w/GFE)DA
0063Optical TeleviewerDA
0064Prebored PressuremeterDA
0065ATest Pits (No shoring)DA
0065BTest Pits (With shoring)DA
066ADownhole Video Inspection (No pumping)DA
0066BDownhole Video Inspection (With pumping)DA
0067Reporting
0067APhotographsEA
TOTAL BASE YEAR
EA=Each
HR=Hour
DA=Day
FT=Feet
DZ=Dozen
BG=Bag
CY=Cubic Yard
DR=Drum w/lid (55 Gallon)
TP=Trip
MN=Month
ML=Miles

&"Arial,Regular"Independent Government Estimate Base Year

&"Arial,Regular" Base Year

FOR OFFICIAL USE ONLY - (SEE FAR 3.104)

OPT YR 1

ITEM DESCRIPTION Quantity U/I UNIT PRICE TOTAL PRICE

1001Mobilization and DemobilizationA
1001AEAB
1001BEAC
1001CEAD
1001DEAE
F
1002Standby TimeHRG
H
1003DrillingI
1003ADrilling Day (8 hrs/day)DAJ
1003BDrilling OvertimeHRK
1003CSwamp/Marsh Drilling Day (8 hrs/day)DAL
1003DJack-up Boat/Barge Drilling Day (8 hrs/day)DAM
1003ESonic Drilling (8 hrs/day)DAN
1003FCPT Drilling Day (8 hrs/day)DAO
P
1004PersonnelQ
1004AHRR
1004BHRS
1004CHR
1004DHR
1004EHR
1004FHR
1004GHR
1004HHR
1005Screen and Riser Materials (Well and Piezometer Installation Materials)
1005A21-ft. length pieces, 2-inch diameter, galvanizedEA
1005BCouplings/Reducers/Caps (2-inch, galvanized)EA
1005CPiezometer Tips, Stainless steel, wire wrapEA
1005D8-inch, Sch. 40 stainless riserFT
1005E10-inch, Sch. 40 stainless riserFT
1005F30-slot, 8-inch diameter, stainless steel, wire wrapFT
1005G40-slot, 8-inch diameter, stainless steel, wire wrapFT
1005H30-slot, 10-inch diameter, stainless steel, wire wrapFT
1005I40-slot, 10-inch diameter, stainless steel, wire wrapFT
1005JPiezometer Tips, Porous StoneEA
1005KThreaded Galvanized Caps (2-inch) or PVC Slip CapsEA
1005L4-inch Bollards (Sch. 40 Steel pipe, 4-inch by 6-foot)EA
1005M6-inch Bollards (Sch. 40 Steel pipe, 6-inch by 6-foot)EA
1005NAt-Grade Manhole CoversEA
1006Specialty Equipment Rental
1006ATelehandler (Lull type)DA
1006BPortable Core Drill (hand carry)DA
1006CJon BoatDA
1006DSkid SteerDA
1006ESkid Steer Auger Attachment (10 ft.)DA
1006FAir KnifeDA
1006GLight PlantDA
1006HSwamp/Marsh buggyDA
1006IFloating PlantDA
1006JAir Monitoring DeviceDA

1007 Wood Core Boxes, w/ core preservation materials EA

1008DZ
1009EA
1010DZ
1011EA
1012EA
1013TP
1014HR
1015HR
1016FT
1017EA
1018DA
1019EA
1020EA
1021DR
1022DR
1023EA
1024EA
1025EA
1026EA
1027EA
Soils Laboratory Testing
1028Atterberg Limits Tests (3-point)EA
1029Natural Water ContentEA
1030Grain Size Analysis (C136)EA
1031Wet Sieve Analysis (C117 & C136)EA
1032% Passing #200 or #230 Sieve (D1140)EA
1033Hydrometer AnalysisEA
1034Standard CompactionEA
1035Modified CompactionEA
1036Maximum & Minimum IndexEA
1037California Bearing Ratio (CBR)EA
1038Unconfined Compressive StrengthEA
1039Q Triaxial Compressive Strength (3 POINTS)EA
1040R Triaxial Compressive Strength (3 POINTS)EA
1041S Triaxial Compressive Strength (3 POINTS)EA
1042Direct Shear Test (3 POINTS)EA
1043One-Dimensional Consolidation (3 POINT)EA
Hazardous Waste Soil Classifications
1044Haz. Waste Atterberg Limits (3 POINTS)EA
1045Haz. Waste Natural Water ContentEA
1046Haz. Waste Grain Size AnalysisEA
1047Haz. Waste Wet Sieve AnalysisEA
1048Disposal of Soils Testing Material, Haz/Spec. WasteEA
Rock Laboratory Testing
1049Bulk DensityEA
1050Petrographic ExaminationEA
1051Elasticity & Poisson's RatioEA
1052Triaxial Compressive StrengthEA
1053Direct Tensile StrengthEA
1054Unconfined Compressive StrengthEA
1055Direct Shear Strength (3-points)EA
In Situ Testing
1056Falling Head TestsDA
1057Pumping TestsDA
1058Electronic Piezocone PenetrometerDA
1059Vane Shear TestingDA
1060Geophysical LoggingDA
1061Hydrocone/Geocone SamplingDA
1062Flat-Plate Dilatometer Testing (w/GFE)DA
1063Optical TeleviewerDA
1064Prebored PressuremeterDA
1065ATest Pits (No shoring)DA
1065BTest Pits (With shoring)DA
1066ADownhole Video Inspection (No pumping)DA
1066BDownhole Video Inspection (With pumping)DA
1067Reporting
1067APhotographsEA
TOTAL BASE YEAR
EA=Each
HR=Hour
DA=Day
FT=Feet
DZ=Dozen
BG=Bag
CY=Cubic Yard
DR=Drum w/lid (55 Gallon)
TP=Trip
MN=Month
ML=Miles

Base Year

FOR OFFICIAL USE ONLY - (SEE FAR 3.104)

OPT YR 2

ITEM DESCRIPTION Quantity U/I UNIT PRICE TOTAL PRICE

2001Mobilization and DemobilizationA
2001AEAB
2001BEAC
2001CEAD
2001DEAE
F
2002Standby TimeHRG
H
2003DrillingI
2003ADrilling Day (8 hrs/day)DAJ
2003BDrilling OvertimeHRK
2003CSwamp/Marsh Drilling Day (8 hrs/day)DAL
2003DJack-up Boat/Barge Drilling Day (8 hrs/day)DAM
2003ESonic Drilling (8 hrs/day)DAN
2003FCPT Drilling Day (8 hrs/day)DAO
P
2004PersonnelQ
2004AHRR
2004BHRS
2004CHR
2004DHR
2004EHR
2004FHR
2004GHR
2004HHR
2005Screen and Riser Materials (Well and Piezometer Installation Materials)
2005A21-ft. length pieces, 2-inch diameter, galvanizedEA
2005BCouplings/Reducers/Caps (2-inch, galvanized)EA
2005CPiezometer Tips, Stainless steel, wire wrapEA
2005D8-inch, Sch. 40 stainless riserFT
2005E10-inch, Sch. 40 stainless riserFT
2005F30-slot, 8-inch diameter, stainless steel, wire wrapFT
2005G40-slot, 8-inch diameter, stainless steel, wire wrapFT
2005H30-slot, 10-inch diameter, stainless steel, wire wrapFT
2005I40-slot, 10-inch diameter, stainless steel, wire wrapFT
2005JPiezometer Tips, Porous StoneEA
2005KThreaded Galvanized Caps (2-inch) or PVC Slip CapsEA
2005L4-inch Bollards (Sch. 40 Steel pipe, 4-inch by 6-foot)EA
2005M6-inch Bollards (Sch. 40 Steel pipe, 6-inch by 6-foot)EA
2005NAt-Grade Manhole CoversEA
2006Specialty Equipment Rental
2006ATelehandler (Lull type)DA
2006BPortable Core Drill (hand carry)DA
2006CJon BoatDA
2006DSkid SteerDA
2006ESkid Steer Auger Attachment (10 ft.)DA
2006FAir KnifeDA
2006GLight PlantDA
2006HSwamp/Marsh buggyDA
2006IFloating PlantDA
2006JAir Monitoring DeviceDA

2007 Wood Core Boxes, w/ core preservation materials EA

2008DZ
2009EA
2010DZ
2011EA
2012EA
2013TP
2014HR
2015HR
2016FT
2017EA
2018DA
2019EA
2020EA
2021DR
2022DR
2023EA
2024EA
2025EA
2026EA
2027EA
Soils Laboratory Testing
2028Atterberg Limits Tests (3-point)EA
2029Natural Water ContentEA
2030Grain Size Analysis (C136)EA
2031Wet Sieve Analysis (C117 & C136)EA
2032% Passing #200 or #230 Sieve (D1140)EA
2033Hydrometer AnalysisEA
2034Standard CompactionEA
2035Modified CompactionEA
2036Maximum & Minimum IndexEA
2037California Bearing Ratio (CBR)EA
2038Unconfined Compressive StrengthEA
2039Q Triaxial Compressive Strength (3 POINTS)EA
2040R Triaxial Compressive Strength (3 POINTS)EA
2041S Triaxial Compressive Strength (3 POINTS)EA
2042Direct Shear Test (3 POINTS)EA
2043One-Dimensional Consolidation (3 POINT)EA
Hazardous Waste Soil Classifications
2044Haz. Waste Atterberg Limits (3 POINTS)EA
2045Haz. Waste Natural Water ContentEA
2046Haz. Waste Grain Size AnalysisEA
2047Haz. Waste Wet Sieve AnalysisEA
2048Disposal of Soils Testing Material, Haz/Spec. WasteEA
Rock Laboratory Testing
2049Bulk DensityEA
2050Petrographic ExaminationEA
2051Elasticity & Poisson's RatioEA
2052Triaxial Compressive StrengthEA
2053Direct Tensile StrengthEA
2054Unconfined Compressive StrengthEA
2055Direct Shear Strength (3-points)EA
In Situ Testing
2056Falling Head TestsDA
2057Pumping TestsDA
2058Electronic Piezocone PenetrometerDA
2059Vane Shear TestingDA
2060Geophysical LoggingDA
2061Hydrocone/Geocone SamplingDA
2062Flat-Plate Dilatometer Testing (w/GFE)DA
2063Optical TeleviewerDA
2064Prebored PressuremeterDA
2065ATest Pits (No shoring)DA
2065BTest Pits (With shoring)DA
2066ADownhole Video Inspection (No pumping)DA
2066BDownhole Video Inspection (With pumping)DA
2067Reporting
2067APhotographsEA
TOTAL BASE YEAR
EA=Each
HR=Hour
DA=Day
FT=Feet
DZ=Dozen
BG=Bag
CY=Cubic Yard
DR=Drum w/lid (55 Gallon)
TP=Trip
MN=Month
ML=Miles

Base Year

FOR OFFICIAL USE ONLY - (SEE FAR 3.104)

OPT YR 3

ITEM DESCRIPTION Quantity U/I UNIT PRICE TOTAL PRICE

3001Mobilization and DemobilizationA
3001AEAB
3001BEAC
3001CEAD
3001DEAE
F
3002Standby TimeHRG
H
3003DrillingI
3003ADrilling Day (8 hrs/day)DAJ
3003BDrilling OvertimeHRK
3003CSwamp/Marsh Drilling Day (8 hrs/day)DAL
3003DJack-up Boat/Barge Drilling Day (8 hrs/day)DAM
3003ESonic Drilling (8 hrs/day)DAN
3003FCPT Drilling Day (8 hrs/day)DAO
P
3004PersonnelQ
3004AHRR
3004BHRS
3004CHR
3004DHR
3004EHR
3004FHR
3004GHR
3004HHR
3005Screen and Riser Materials (Well and Piezometer Installation Materials)
3005A21-ft. length pieces, 2-inch diameter, galvanizedEA
3005BCouplings/Reducers/Caps (2-inch, galvanized)EA
3005CPiezometer Tips, Stainless steel, wire wrapEA
3005D8-inch, Sch. 40 stainless riserFT
3005E10-inch, Sch. 40 stainless riserFT
3005F30-slot, 8-inch diameter, stainless steel, wire wrapFT
3005G40-slot, 8-inch diameter, stainless steel, wire wrapFT
3005H30-slot, 10-inch diameter, stainless steel, wire wrapFT
3005I40-slot, 10-inch diameter, stainless steel, wire wrapFT
3005JPiezometer Tips, Porous StoneEA
3005KThreaded Galvanized Caps (2-inch) or PVC Slip CapsEA
3005L4-inch Bollards (Sch. 40 Steel pipe, 4-inch by 6-foot)EA
3005M6-inch Bollards (Sch. 40 Steel pipe, 6-inch by 6-foot)EA
3005NAt-Grade Manhole CoversEA
3006Specialty Equipment Rental
3006ATelehandler (Lull type)DA
3006BPortable Core Drill (hand carry)DA
3006CJon BoatDA
3006DSkid SteerDA
3006ESkid Steer Auger Attachment (10 ft.)DA
3006FAir KnifeDA
3006GLight PlantDA
3006HSwamp/Marsh buggyDA
3006IFloating PlantDA
3006JAir Monitoring DeviceDA

3007 Wood Core Boxes, w/ core preservation materials EA

3008DZ
3009EA
3010DZ
3011EA
3012EA
3013TP
3014HR
3015HR
3016FT
3017EA
3018DA
3019EA
3020EA
3021DR
3022DR
3023EA
3024EA
3025EA
3026EA
3027EA
Soils Laboratory Testing
3028Atterberg Limits Tests (3-point)EA
3029Natural Water ContentEA
3030Grain Size Analysis (C136)EA
3031Wet Sieve Analysis (C117 & C136)EA
3032% Passing #200 or #230 Sieve (D1140)EA
3033Hydrometer AnalysisEA
3034Standard CompactionEA
3035Modified CompactionEA
3036Maximum & Minimum IndexEA
3037California Bearing Ratio (CBR)EA
3038Unconfined Compressive StrengthEA
3039Q Triaxial Compressive Strength (3 POINTS)EA
3040R Triaxial Compressive Strength (3 POINTS)EA
3041S Triaxial Compressive Strength (3 POINTS)EA
3042Direct Shear Test (3 POINTS)EA
3043One-Dimensional Consolidation (3 POINT)EA
Hazardous Waste Soil Classifications
3044Haz. Waste Atterberg Limits (3 POINTS)EA
3045Haz. Waste Natural Water ContentEA
3046Haz. Waste Grain Size AnalysisEA
3047Haz. Waste Wet Sieve AnalysisEA
3048Disposal of Soils Testing Material, Haz/Spec. WasteEA
Rock Laboratory Testing
3049Bulk DensityEA
3050Petrographic ExaminationEA
3051Elasticity & Poisson's RatioEA
3052Triaxial Compressive StrengthEA
3053Direct Tensile StrengthEA
3054Unconfined Compressive StrengthEA
3055Direct Shear Strength (3-points)EA
In Situ Testing
3056Falling Head TestsDA
3057Pumping TestsDA
3058Electronic Piezocone PenetrometerDA
3059Vane Shear TestingDA
3060Geophysical LoggingDA
3061Hydrocone/Geocone SamplingDA
3062Flat-Plate Dilatometer Testing (w/GFE)DA
3063Optical TeleviewerDA
3064Prebored PressuremeterDA
3065ATest Pits (No shoring)DA
3065BTest Pits (With shoring)DA
3066ADownhole Video Inspection (No pumping)DA
3066BDownhole Video Inspection (With pumping)DA
3067Reporting
3067APhotographsEA
TOTAL BASE YEAR
EA=Each
HR=Hour
DA=Day
FT=Feet
DZ=Dozen
BG=Bag
CY=Cubic Yard
DR=Drum w/lid (55 Gallon)
TP=Trip
MN=Month
ML=Miles

Base Year

FOR OFFICIAL USE ONLY - (SEE FAR 3.104)

OPT YR 4

ITEM DESCRIPTION Quantity U/I UNIT PRICE TOTAL PRICE

4001Mobilization and DemobilizationA
4001AEAB
4001BEAC
4001CEAD
4001DEAE
F
4002Standby TimeHRG
H
4003DrillingI
4003ADrilling Day (8 hrs/day)DAJ
4003BDrilling OvertimeHRK
4003CSwamp/Marsh Drilling Day (8 hrs/day)DAL
4003DJack-up Boat/Barge Drilling Day (8 hrs/day)DAM
4003ESonic Drilling (8 hrs/day)DAN
4003FCPT Drilling Day (8 hrs/day)DAO
P
4004PersonnelQ
4004AHRR
4004BHRS
4004CHR
4004DHR
4004EHR
4004FHR
4004GHR
4004HHR
4005Screen and Riser Materials (Well and Piezometer Installation Materials)
4005A21-ft. length pieces, 2-inch diameter, galvanizedEA
4005BCouplings/Reducers/Caps (2-inch, galvanized)EA
4005CPiezometer Tips, Stainless steel, wire wrapEA
4005D8-inch, Sch. 40 stainless riserFT
4005E10-inch, Sch. 40 stainless riserFT
4005F30-slot, 8-inch diameter, stainless steel, wire wrapFT
4005G40-slot, 8-inch diameter, stainless steel, wire wrapFT
4005H30-slot, 10-inch diameter, stainless steel, wire wrapFT
4005I40-slot, 10-inch diameter, stainless steel, wire wrapFT
4005JPiezometer Tips, Porous StoneEA
4005KThreaded Galvanized Caps (2-inch) or PVC Slip CapsEA
4005L4-inch Bollards (Sch. 40 Steel pipe, 4-inch by 6-foot)EA
4005M6-inch Bollards (Sch. 40 Steel pipe, 6-inch by 6-foot)EA
4005NAt-Grade Manhole CoversEA
4006Specialty Equipment Rental
4006ATelehandler (Lull type)DA
4006BPortable Core Drill (hand carry)DA
4006CJon BoatDA
4006DSkid SteerDA
4006ESkid Steer Auger Attachment (10 ft.)DA
4006FAir KnifeDA
4006GLight PlantDA
4006HSwamp/Marsh buggyDA
4006IFloating PlantDA
4006JAir Monitoring DeviceDA

4007 Wood Core Boxes, w/ core preservation materials EA

4008DZ
4009EA
4010DZ
4011EA
4012EA
4013TP
4014HR
4015HR
4016FT
4017EA
4018DA
4019EA
4020EA
4021DR
4022DR
4023EA
4024EA
4025EA
4026EA
4027EA
Soils Laboratory Testing
4028Atterberg Limits Tests (3-point)EA
4029Natural Water ContentEA
4030Grain Size Analysis (C136)EA
4031Wet Sieve Analysis (C117 & C136)EA
4032% Passing #200 or #230 Sieve (D1140)EA
4033Hydrometer AnalysisEA
4034Standard CompactionEA
4035Modified CompactionEA
4036Maximum & Minimum IndexEA
4037California Bearing Ratio (CBR)EA
4038Unconfined Compressive StrengthEA
4039Q Triaxial Compressive Strength (3 POINTS)EA
4040R Triaxial Compressive Strength (3 POINTS)EA
4041S Triaxial Compressive Strength (3 POINTS)EA
4042Direct Shear Test (3 POINTS)EA
4043One-Dimensional Consolidation (3 POINT)EA
Hazardous Waste Soil Classifications
4044Haz. Waste Atterberg Limits (3 POINTS)EA
4045Haz. Waste Natural Water ContentEA
4046Haz. Waste Grain Size AnalysisEA
4047Haz. Waste Wet Sieve AnalysisEA
4048Disposal of Soils Testing Material, Haz/Spec. WasteEA
Rock Laboratory Testing
4049Bulk DensityEA
4050Petrographic ExaminationEA
4051Elasticity & Poisson's RatioEA
4052Triaxial Compressive StrengthEA
4053Direct Tensile StrengthEA
4054Unconfined Compressive StrengthEA
4055Direct Shear Strength (3-points)EA
In Situ Testing
4056Falling Head TestsDA
4057Pumping TestsDA
4058Electronic Piezocone PenetrometerDA
4059Vane Shear TestingDA
4060Geophysical LoggingDA
4061Hydrocone/Geocone SamplingDA
4062Flat-Plate Dilatometer Testing (w/GFE)DA
4063Optical TeleviewerDA
4064Prebored PressuremeterDA
4065ATest Pits (No shoring)DA
4065BTest Pits (With shoring)DA
4066ADownhole Video Inspection (No pumping)DA
4066BDownhole Video Inspection (With pumping)DA
4067Reporting
4067APhotographsEA
TOTAL BASE YEAR
EA=Each
HR=Hour
DA=Day
FT=Feet
DZ=Dozen
BG=Bag
CY=Cubic Yard
DR=Drum w/lid (55 Gallon)
TP=Trip
MN=Month
ML=Miles

Base Year

FOR OFFICIAL USE ONLY - (SEE FAR 3.104)

6 month Ext ITEM DESCRIPTION Quantity U/I UNIT PRICE TOTAL PRICE

5001Mobilization and Demobilization
5001EA
5001EA
5001EA
5001EA

5002 Standby Time HR

5003Drilling
5003ADrilling Day (8 hrs/day)DA
5003Drilling OvertimeHR
5003Swamp/Marsh Drilling Day (8 hrs/day)DA
5003Jack-up Boat/Barge Drilling Day (8 hrs/day)DA
5003Sonic Drilling (8 hrs/day)DA
5003CPT Drilling Day (8 hrs/day)DA
5004Personnel
5004HR
5004HR
5004HR
5004HR
5004HR
5004HR
5004HR
5004HR
5005Screen and Riser Materials (Well and Piezometer Installation Materials)
500521-ft. length pieces, 2-inch diameter, galvanizedEA
5005Couplings/Reducers/Caps (2-inch, galvanized)EA
5005Piezometer Tips, Stainless steel, wire wrapEA
50058-inch, Sch. 40 stainless riserFT
500510-inch, Sch. 40 stainless riserFT
500530-slot, 8-inch diameter, stainless steel, wire wrapFT
500540-slot, 8-inch diameter, stainless steel, wire wrapFT
500530-slot, 10-inch diameter, stainless steel, wire wrapFT
500540-slot, 10-inch diameter, stainless steel, wire wrapFT
5005Piezometer Tips, Porous StoneEA
5005Threaded Galvanized Caps (2-inch) or PVC Slip CapsEA
50054-inch Bollards (Sch. 40 Steel pipe, 4-inch by 6-foot)EA
50056-inch Bollards (Sch. 40 Steel pipe, 6-inch by 6-foot)EA
5005At-Grade Manhole CoversEA
5006Specialty Equipment Rental
5006Telehandler (Lull type)DA
5006Portable Core Drill (hand carry)DA
5006Jon BoatDA
5006Skid SteerDA
5006Skid Steer Auger Attachment (10 ft.)DA
5006Air KnifeDA
5006Light PlantDA
5006Swamp/Marsh buggyDA
5006Floating PlantDA
5006Air Monitoring DeviceDA

5007 Wood Core Boxes, w/ core preservation materials EA

5008DZ
5009EA
5010DZ
5011EA
5012EA
5013TP
5014HR
5015HR
5016FT
5017EA
5018DA
5019EA
5020EA
5021DR
5022DR
5023EA
5024EA
5025EA
5026EA
5027EA
Soils Laboratory Testing
5028Atterberg Limits Tests (3-point)EA
5029Natural Water ContentEA
5030Grain Size Analysis (C136)EA
5031Wet Sieve Analysis (C117 & C136)EA
5032% Passing #200 or #230 Sieve (D1140)EA
5033Hydrometer AnalysisEA
5034Standard CompactionEA
5035Modified CompactionEA
5036Maximum & Minimum IndexEA
5037California Bearing Ratio (CBR)EA
5038Unconfined Compressive StrengthEA
5039Q Triaxial Compressive Strength (3 POINTS)EA
5040R Triaxial Compressive Strength (3 POINTS)EA
5041S Triaxial Compressive Strength (3 POINTS)EA
5042Direct Shear Test (3 POINTS)EA
5043One-Dimensional Consolidation (3 POINT)EA
5000
5000Hazardous Waste Soil Classifications
5044Haz. Waste Atterberg Limits (3 POINTS)EA
5045Haz. Waste Natural Water ContentEA
5046Haz. Waste Grain Size AnalysisEA
5047Haz. Waste Wet Sieve AnalysisEA
5048Disposal of Soils Testing Material, Haz/Spec. WasteEA
5000
5000Rock Laboratory Testing
5049Bulk DensityEA
5050Petrographic ExaminationEA
5051Elasticity & Poisson's RatioEA
5052Triaxial Compressive StrengthEA
5053Direct Tensile StrengthEA
5054Unconfined Compressive StrengthEA
5055Direct Shear Strength (3-points)EA
5000
5000In Situ Testing
5056Falling Head TestsDA
5057Pumping TestsDA
5058Electronic Piezocone PenetrometerDA
5059Vane Shear TestingDA
5060Geophysical LoggingDA
5061Hydrocone/Geocone SamplingDA
5062Flat-Plate Dilatometer Testing (w/GFE)DA
5063Optical TeleviewerDA
5064Prebored PressuremeterDA
5065ATest Pits (No shoring)DA
5065BTest Pits (With shoring)DA
5066ADownhole Video Inspection (No pumping)DA
5066BDownhole Video Inspection (With pumping)DA
5067Reporting
5067PhotographsEA
TOTAL BASE YEAR
EA=Each
HR=Hour
DA=Day
FT=Feet
DZ=Dozen
BG=Bag
CY=Cubic Yard
DR=Drum w/lid (55 Gallon)
TP=Trip
MN=Month
ML=Miles

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