J.6.A.1_Task_order_001_Strip_Map.pdf
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- SOL-669-16-000006
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J.6.A.1
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| Amendment_01 _SOL-669-16-000006.pdf | ||
| J.6.B.2_TO_BOQ_-_Revised.xlsx | XLSX spreadsheet | |
| Attachment_J.7.pdf | ||
| Amended_SOL-669-16-000006.pdf | ||
| J.6.A.2_TO_BOQ_-_Revised.xlsx | XLSX spreadsheet | |
| J.6.C.1_TO_003_strip_Map_(_Bulor-Tusu).xlsx | XLSX spreadsheet | |
| J.3_C-Box_Culvert_drwaings.pdf | ||
| J.1A-Unit_Rate_Analysis_Sheet.xlsx | XLSX spreadsheet | |
| J.1-Schedule_of_rates.xlsx | XLSX spreadsheet | |
| J.4_Marking_and_Branding_Plan.pdf | ||
| J.3A-Earthworks_drawings.pdf | ||
| J.3.D_Drwaings_bridges_ _Box_culverts.pdf | ||
| J.2-USAID_Liberia_RISE_PEA-ESMMF_FINAL_(1).pdf | ||
| J.3_B-Pipe_Culverts_Drawings.pdf | ||
| J.5_Technical_Specifications.docx | DOCX document | |
| J.6_Task_Order_Request_for_Proposal.docx | DOCX document | |
| J.6.A.2_TO_001_BOQ_(Bassa-Varmah).xlsx | XLSX spreadsheet | |
| J.6.B.2_TO_002_BOQ_(Waka-Johnny_Tutu).xlsx | XLSX spreadsheet | |
| J.6.C.2_TO_003_BOQ_(Bulor-Tusu).xlsx | XLSX spreadsheet | |
| J.6.B.1_TO_002_strip_map_(Waka-Johnny_Tutu).xlsx | XLSX spreadsheet | |
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ROAD NAME: PAGE: 1
SCH.
L
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
1+
Key Item Unit
Sub grade soils - CL CL CL CL CL CL CL CL CL CL CL CL CL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS mADL 106.2 105.8 105.3 105.1 104.9 104.7 104.5 104.6 104.5 104.7 104.7 104.8 105.0 104.9 105.2 105.2 105.4 105.6 106.0 106.3 106.9 107.5 108.2 108.5 108.9 109.2 109.3 109.4 109.3 109.1 109.0 108.8 108.6 108.5 107.6 107.4 106.3 105.7 105.4 105.3 mADL 106.6 106.2 105.6 105.5 105.2 105.0 104.9 104.9 104.9 105.0 105.1 105.2 105.4 105.3 105.6 105.6 105.7 106.0 106.4 106.7 107.3 107.9 108.6 108.8 109.2 109.6 109.6 109.7 109.7 109.4 109.4 109.2 108.9 108.9 108.0 107.8 106.7 106.1 105.7 105.7
% -2% -2% -1% -1% -1% -1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% 1% 2% 1% 2% 2% 3% 1% 2% 1% 0% 0% 0% -1% 0% -1% -1% 0% -4% -1% -4% -2% -1% 0% 10%
- C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 9000
SQM 0 0
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 4050 4050
CUM 0 0
CUM 0 0
CUM 0 0
CUM 0 0
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 9000 m 0 0 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 0
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 750
Structures km 0+125 1+360 0+400 0 0 m 6 6 6 m 0 0 m 6 6 6 m 0 0 m 0 0 m 23 23 23 m 0 0
- WW DI 0 0
- WW WW 0 0
No. 0 0
SQM 46 46 46
No. 0 0
SQM 0 0
Furniture No. 1 1 2 2
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Description 0+000 - 1+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides)
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
EXISTING DESIGN
ROAD NAME: PAGE:
SCH. L
R
1+
1+
1+
1+
1+
1+
1+
1+
1+
1+
2+
Sub grade soils - RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS mADL 107.2 106.9 106.5 106.1 105.8 105.6 105.7 105.7 105.8 105.7 105.7 106.0 106.3 106.5 106.3 106.3 106.5 106.6 107.0 107.3 107.3 107.5 107.3 107.0 106.6 106.4 105.3 105.3 105.0 104.3 103.9 103.6 103.6 103.7 103.7 103.8 103.8 103.8 103.8 103.7 mADL 107.6 107.3 106.9 106.4 106.2 106.0 106.0 106.0 106.1 106.0 106.1 106.3 106.7 106.8 106.6 106.7 106.9 106.9 107.3 107.7 107.7 107.9 107.7 107.4 107.0 106.7 105.7 105.7 105.3 104.6 104.2 104.0 103.9 104.1 104.1 104.1 104.1 104.2 104.1 104.1
% -1% -2% -2% -1% -1% 0% 0% 1% 0% 0% 1% 1% 1% -1% 0% 1% 0% 2% 1% 0% 1% -1% -1% -2% -1% -4% 0% -1% -3% -2% -1% 0% 1% 0% 0% 0% 0% 0% 0% -1%
- C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 18000
SQM 0 0
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 6000 10050
CUM 0 0
CUM 0 0
CUM 0 0
CUM 0 0
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 18000 m 0 0 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 0
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 1500
Structures km 1+213 1+825 2+000 0 0 m 0 6 m 6 6 6 18 18 m 0 6 m 0 0 m 0 0 m 0 23 m 0 0
- WW WW WW 0 0
- WW WW WW 0 0
No. 0 0
SQM 36 36 36 108 154
No. 0 0
SQM 0 0
Furniture No. 0 2
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Description 1+000 - 2+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides)
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
103.0
103.5
104.0
104.5
105.0
105.5
106.0
106.5
107.0
107.5
108.0
ROAD NAME: PAGE: 3
R
2+
2+
2+
2+
2+
2+
2+
2+
2+
2+
3+
Sub grade soils - RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS mADL 103.6 103.3 103.9 104.4 104.9 105.1 105.2 104.6 104.6 104.6 104.7 104.7 104.9 105.2 105.6 105.1 105.0 105.0 104.5 104.4 104.3 103.9 103.9 103.8 103.8 104.0 104.1 104.4 104.6 104.9 104.7 103.8 104.0 105.2 105.5 105.8 106.1 106.4 106.7 107.3 mADL 103.8 103.5 104.1 104.6 105.1 105.3 105.4 104.8 104.8 104.8 104.9 105.0 105.1 105.4 105.8 105.4 105.3 105.2 104.8 104.7 104.6 104.2 104.2 104.1 104.1 104.3 104.4 104.7 104.9 105.2 105.0 104.1 104.3 105.4 105.7 106.0 106.3 106.6 107.0 107.5
% -1% 2% 2% 2% 1% 0% -2% 0% 0% 0% 0% 1% 1% 1% -1% -1% 0% -2% 0% -1% -1% 0% 0% 0% 1% 1% 1% 1% 1% 0% -4% 1% 5% 1% 1% 1% 1% 1% 2% 2%
- C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 27000
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 6000 6000
SQM 0 10050
CUM 0 0
CUM 0 0
CUM 0 0
CUM 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 34.704 625 625
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 4950 22950 m 0 0 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 0
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 18.75 18.75 18.75 18.75 18.75 18.75 18.75 862.5 2363
Structures km 2+035 2+075 2+265 2+735 3+000 0 0 m 6 6 12 18 m 6 6 6 18 36 m 0 6 m 0 0 m 0 0 m 0 23 m 0 0
- WW DI WW WW WW 0 0
- WW WW WW WW WW 0 0
No. 0 0
SQM 36 36 36 36 144 298
No. 0 0
SQM 0 0
Furniture No. 0 2
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Description 2+000 - 3+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides)
103.0
103.5
104.0
104.5
105.0
105.5
106.0
106.5
107.0
107.5
108.0
108.5
ROAD NAME: PAGE: 4
R
3+
3+
3+
3+
3+
3+
3+
3+
3+
3+
4+
Sub grade soils - SS SS SS CL&SS CL&SS CL&SS CL&SS SS SS SS SS CL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CL CL CL CL mADL 107.5 107.3 107.1 106.9 106.8 106.7 107.0 107.1 107.5 107.9 108.2 107.8 107.6 107.5 107.5 107.6 107.6 108.0 108.2 108.3 108.4 107.6 107.0 106.4 106.0 105.6 105.4 105.2 105.0 105.2 105.7 106.7 108.0 109.7 110.8 110.9 109.5 107.9 106.7 106.5 mADL 107.9 107.7 107.4 107.4 107.2 107.2 107.4 107.5 107.6 108.3 108.5 108.2 107.9 107.9 107.8 107.9 108.0 108.4 108.6 108.6 108.8 108.0 107.3 106.8 106.3 105.9 105.8 105.5 105.4 105.5 106.0 107.0 108.4 110.0 111.2 111.2 109.9 108.2 107.1 106.8
% -1% -1% 0% 0% 0% 1% 0% 0% 3% 1% -1% -1% 0% 0% 0% 0% 1% 1% 0% 0% -3% -3% -2% -2% -2% -1% -1% -1% 1% 2% 4% 5% 7% 5% 0% -5% -7% -5% -1% 3%
- C1 C1 C1 A1 A1 A1 A1 C1 C1 C1 C1 A1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 36000
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 4500 10500
SQM 150 150 150 150 150 150 150 150 150 150 1500 11550
CUM 0 0
CUM 0 0
CUM 81.675 82 82
CUM 53.257 53.257 53.257 53.257 68.825 282 907
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 7875 30825 m 0 0 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 0
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 3113
Structures km 3+125 3+320 3+680 3+965 0 0 m 0 18 m 6 6 6 6 24 60 m 0 6 m 0 0 m 0 0 m 0 23 m 0 0
- WW WW WW WW 0 0
- WW WW WW WW 0 0
No. 5 2 2 5 2 16 16
SQM 36 36 36 36 144 442
No. 0 0
SQM 0 0
Furniture No. 0 2
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Description 3+000 - 4+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides)
Existing Design
ROAD NAME: PAGE: 5
R
4+
4+
4+
4+
4+
4+
4+
4+
4+
4+
5+
Sub grade soils - CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL RS RS RS RS mADL 106.5 106.8 107.2 107.5 107.1 106.6 106.1 105.6 105.4 105.2 105.3 105.3 105.3 105.1 104.9 104.8 105.0 105.2 105.5 105.9 106.3 106.5 106.8 107.1 107.3 107.4 108.0 108.5 109.0 108.9 108.6 108.5 108.1 108.9 109.1 109.3 109.4 108.8 108.1 107.3 mADL 106.8 107.2 107.5 107.9 107.5 107.0 106.4 106.0 105.7 105.6 105.7 105.7 105.6 105.4 105.2 105.2 105.3 105.6 105.9 106.3 106.7 106.8 107.2 107.4 107.7 107.8 108.3 108.9 109.4 109.2 109.0 108.8 108.5 109.2 109.0 109.2 108.5 109.2 108.5 107.7
% 1% 1% 1% -2% -2% -2% -2% -1% 0% 0% 0% 0% -1% -1% 0% 1% 1% 1% 2% 2% 1% 1% 1% 1% 0% 2% 2% 2% -1% -1% -1% -1% 3% -1% 0% -2% 2% -3% -3% -6%
- C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 45000
SQM 0 10500
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 6000 17550
CUM 0 0
CUM 0 0
CUM 86.607 86.607 173 255
CUM 0 907
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 8550 39375 m 0 0 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 0
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 3863
Structures km 4+335 4+775 0 0 m 0 18 m 6 6 12 72 m 0 6 m 0 0 m 0 0 m 0 23 m 0 0
- WW WW 0 0
- WW WW 0 0
No. 5 5 21
SQM 36 36 72 514
No. 0 0
SQM 0 0
Furniture No. 0 2
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Description 4+000 - 5+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides) existing design
ROAD NAME: PAGE: 6
R
5+
5+
5+
5+
5+
5+
5+
5+
5+
5+
6+
Sub grade soils - RS RS RS RS RS RS RS RS RS RS SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS&CL SS SS SS SS SS SS SS SS SS SS SS SS SS SS mADL 105.5 104.4 103.4 102.7 102.2 101.8 101.6 101.6 102.4 102.1 102.7 103.5 104.4 105.0 105.2 105.3 105.2 105.1 105.1 105.3 105.5 105.6 105.9 106.5 107.1 107.1 107.9 108.7 108.9 109.4 109.8 110.2 110.6 110.3 110.0 110.0 110.2 110.3 110.6 110.4 mADL 105.9 104.7 103.8 103.1 102.6 102.2 101.9 101.9 102.8 102.5 103.0 103.9 104.8 105.3 105.6 105.7 105.5 105.5 105.4 105.7 105.8 106.0 106.3 106.9 107.4 107.5 108.3 109.1 109.2 109.7 110.2 110.6 111.0 110.7 110.4 110.4 110.5 110.7 111.0 110.8
% -4% -4% -3% -2% -1% -1% 0% 4% -1% 2% 3% 4% 2% 1% 0% -1% 0% 0% 1% 1% 1% 1% 2% 2% 0% 3% 3% 0% 2% 2% 2% 2% -1% -1% 0% 1% 1% 1% -1% -3%
- C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 54000
SQM 0 10500
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 3900 21450
CUM 0 0
CUM 0 0
CUM 0 255
CUM 0 907
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 48375 m 0 0 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 0
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 4613
Structures km 5+150 5+450 5+525 5+875 0 0 m 6 6 24 m 6 6 12 84 m 0 6 m 6 6 6 m 0 0 m 0 23 m 0 0
- WW DI WW WW 0 0
- WW WW WW WW 0 0
No. 0 21
SQM 36 36 36 108 622
No. 0 0
SQM 0 0
Furniture No. 1 1 2 4
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Description 5+000 - 6+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides)
ROAD NAME: PAGE: 7
R
6+
6+
6+
6+
6+
6+
6+
6+
6+
6+
7+
Sub grade soils - SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS mADL 109.7 109.2 108.8 108.5 108.3 108.0 108.0 107.8 107.6 107.5 107.4 107.4 107.3 107.2 107.5 107.7 108.0 108.4 108.6 108.6 108.5 108.7 108.3 108.3 108.0 108.3 108.3 108.1 107.5 107.0 106.8 106.6 106.3 106.5 106.5 106.5 106.7 106.8 106.7 106.4 mADL 110.0 109.5 109.2 108.9 108.7 108.4 108.4 108.1 108.0 107.9 107.8 107.8 107.7 107.6 107.9 108.0 108.4 108.8 108.9 108.9 108.9 109.0 108.7 108.6 108.3 108.6 108.7 108.5 107.9 107.4 107.2 106.9 106.7 106.9 106.9 106.8 107.0 107.2 107.1 106.8
% -2% -1% -1% -1% -1% 0% -1% -1% 0% 0% 0% 0% 0% 1% 1% 1% 2% 1% 0% 0% 1% -1% 0% -1% 1% 0% -1% -2% -2% -1% -1% -1% 1% 0% 0% 1% 1% 0% -1% -1%
- C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 63000
SQM 0 10500
SQM 0 21450
CUM 0 0
CUM 0 0
CUM 0 255
CUM 0 907
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 5175 53550 m 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 3825 3825 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 0
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 5363
Structures km 6+295 6+875 0 0 m 6 6 12 36 m 0 84 m 0 6 m 0 6 m 0 0 m 0 23 m 0 0
- DI DI 0 0
- WW WW 0 0
No. 0 21
SQM 36 36 72 694
No. 0 0
SQM 0 0
Furniture No. 0 4
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Description 6+000 - 7+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides)
106.0
106.5
107.0
107.5
108.0
108.5
109.0
109.5
110.0
110.5
PAGE: 8
R
7+
7+
7+
7+
7+
7+
7+
7+
7+
7+
8+
Sub grade soils - CL CL CL CL CL CL CL CL CL CL CL CL CL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS mADL 106.2 105.8 105.3 105.1 104.9 104.7 104.5 104.6 104.5 104.7 104.7 104.8 105.0 104.9 105.2 105.2 105.4 105.6 106.0 106.3 106.9 107.5 108.2 108.5 108.9 109.2 109.3 109.4 109.3 109.1 109.0 108.8 108.6 108.5 107.6 107.4 106.3 105.7 105.4 105.3 mADL 106.6 106.2 105.6 105.5 105.2 105.0 104.9 104.9 104.9 105.0 105.1 105.2 105.4 105.3 105.6 105.6 105.7 106.0 106.4 106.7 107.3 107.9 108.6 108.8 109.2 109.6 109.6 109.7 109.7 109.4 109.4 109.2 108.9 108.9 108.0 107.8 106.7 106.1 105.7 105.7
% -2% -2% -1% -1% -1% -1% 0% 0% 1% 0% 0% 1% 0% 1% 0% 1% 1% 2% 1% 2% 2% 3% 1% 2% 1% 0% 0% 0% -1% 0% -1% -1% 0% -4% -1% -4% -2% -1% 0% -1%
- C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 72000
SQM 0 10500
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 4050 25500
CUM 0 0
CUM 0 0
CUM 0 255
CUM 0 907
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 62550 m 0 3825 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 0
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 6113
Structures km 7+140 7+360 0 0 m 6 6 42 m 6 6 90 m 0 6 m 0 6 m 0 0 m 0 23 m 0 0
- WW DI 0 0
- WW WW 0 0
No. 0 21
SQM 36 36 730
No. 0 0
SQM 0 0
Furniture No. 0 4
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Description 7+000 - 8+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides)
104.0
104.5
105.0
105.5
106.0
106.5
107.0
107.5
108.0
108.5
109.0
109.5
110.0
ROAD NAME: PAGE: 9
R
8+
8+
8+
8+
8+
8+
8+
8+
8+
8+
9+
Sub grade soils - SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CL CL CL CL CL CL CL CL mADL 105.1 105.1 104.1 104.0 103.8 103.8 103.4 103.3 103.2 103.1 103.1 103.1 102.9 102.8 103.0 103.6 103.6 103.6 103.7 103.8 103.0 102.8 102.5 101.9 101.6 100.4 99.4 98.0 97.8 99.8 97.5 97.2 97.4 97.6 97.6 97.8 98.7 99.0 99.2 99.5 mADL 105.5 105.4 104.5 104.3 104.1 104.1 103.8 103.9 103.8 103.7 103.7 103.7 103.5 103.4 103.6 104.2 104.2 104.2 104.3 104.2 103.3 103.2 102.9 102.3 101.9 100.8 99.7 98.4 98.2 100.1 97.9 97.6 97.7 98.0 98.0 98.1 99.1 99.3 99.5 99.9
% 0% -4% 0% -1% 0% -1% 0% 0% 0% 0% 0% -1% -1% 1% 2% 0% 0% 0% 0% -3% -1% -1% -3% -1% -5% -4% -5% -1% 8% -9% -1% 1% 1% 0% 1% 4% 1% 1% 2% 0%
- C1 C1 C1 C1 C1 C1 C1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 81000
SQM 0 10500
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 4950 30450
CUM 0 0
CUM 0 0
CUM 0 255
CUM 39.29 39.29 39.29 39.29 39.29 39.29 39.29 39.29 39.29 39.29 39.29 432 1339
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 6525 69075 m 0 3825 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 0
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 6863
Structures km 8+760 0 0 m 0 42 m 6 6 96 m 0 6 m 0 6 m 0 0 m 0 23 m 0 0
- WW 0 0
- WW 0 0
No. 2 6 8 16 37
SQM 36 36 766
No. 0 0
SQM 0 0
Furniture No. 0 4
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Description 8+000 - 9+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides)
ROAD NAME: PAGE: 10
R
9+
9+
9+
9+
9+
9+
9+
9+
9+
9+
Sub grade soils - CL CL CL CL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG mADL 99.6 100.4 100.3 98.5 98.4 97.0 97.0 96.1 95.4 94.6 94.4 94.3 94.3 94.0 94.2 94.4 94.7 94.9 95.3 96.6 98.0 99.0 100.1 101.3 102.3 103.2 103.8 104.0 103.7 103.2 102.6 102.0 101.4 100.7 100.2 99.6 99.2 98.9 98.8 98.8 mADL 100.0 100.5 100.5 98.6 98.6 97.4 97.4 96.4 95.8 95.0 94.8 94.7 94.7 94.4 94.6 94.8 95.1 95.3 95.6 97.0 98.3 99.3 100.5 101.7 102.6 103.6 104.2 104.3 104.1 103.6 103.0 102.4 101.8 101.0 100.6 100.0 99.6 99.3 99.2 99.1
% 2% 0% -8% 0% -5% 0% -4% -3% -3% -1% 0% 0% -1% 1% 1% 1% 1% 1% 5% 5% 4% 5% 5% 4% 4% 2% 1% -1% -2% -2% -3% -2% -3% -2% -2% -2% -1% 0% 0% 0%
- C1 A1 A1 A1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 90000
SQM 0 10500
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 5850 36300
CUM 0 0
CUM 0 0
CUM 0 255
CUM 17.961 17.961 17.961 54 1393
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 4725 73800 m 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 3600 7425 m 0 0
CUM 0 0
m 0.15 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 7500 7500 7500
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 7613
Structures km 9+300 9+595 0 0 m 0 42 m 6 6 102 m 0 6 m 0 6 m 0 0 m 10 10 33 m 0 0
- WW 0 0
- WW 0 0
No. 6 2 2 2 2 14 51
SQM 36 36 72 838
No. 0 0
SQM 0 0
Furniture No. 0 4
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Description 9+000 - 10+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures Inlet & Outlet Types Insitu Soil Type Method of Work (Earthworks)
Bridge/Box culvert
Drift / Causeway
Structure Inlet Type
Structure Outlet Type
Erosion Protection
Scour Checks
Grouted stone
Gabions
Grass Planting
Cross-Section Type Drain Types
BR: Bridge WW: Flared Winged Walls R: Rocky Cut to Fill A1: Embarkment Fill With Even Camber Catch Water Drain Square Metres
DR: Drift/Vented Drift DI: Drop Inlets NG: Gravelly /Natural Gravel/Laterite Re-shaping A2: Embarkment Fill With Superelevation Culvert Outlet Channel for Active Stream Cubic Metres
Culvert Outlet Channel for Releif Culverts & Mitre Drains Linear Metres
BC: Box Culvert CL: Clayey Cut to Spoil C1, C2: Even Camber Road Cross Sections (V-Ditch on Both Sides) Trapezoidal Concrete Lined Channel/Drain Metres Above Datum Level
RCP: Reinforced Pipe Culvert SI: Shallow Inlets SS: Sandy Borrow to Fill/Embankment B1, B2: Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)
PROJECT TITLE: FUNDING AGENCY: CLIENT ORGANISATION:
Engineering Services for Rural Roads Rehabilitation Project Ministry of Public Works, Liberia
Trapezoidal Grouted Stone Lined Channel/Drain Number
L / R: Left / Right BC: Black Cotton Soil V-Ditch Side Drains, 1000mm & 800mm Respectively
UC: U-Culvert RS: Red Soil Heavy Grading. D1, D3: Superelevation Road Cross Sections (V-Ditch on Both Sides)
ROAD NAME: PAGE: 11
R
Sub grade soils - NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS mADL 98.7 98.7 98.7 98.8 98.8 98.7 98.7 98.4 98.0 97.7 97.3 97.1 96.9 96.7 96.6 96.5 96.7 96.9 97.1 97.2 97.2 97.3 97.3 97.3 97.3 97.5 97.5 98.9 99.7 99.7 99.4 99.2 98.4 97.7 96.5 95.9 95.9 95.9 96.5 97.6 mADL 99.1 99.1 99.1 99.1 99.2 99.1 99.1 98.8 98.3 98.0 97.6 97.5 97.3 97.0 97.0 96.8 97.1 97.2 97.4 97.6 97.6 97.6 97.7 97.7 97.7 97.8 97.9 99.3 100.0 100.0 99.7 99.6 98.8 98.0 96.9 96.3 96.2 96.3 96.9 97.9
% 0% 0% 0% 0% 0% 0% -1% -2% -1% -2% -1% -1% -1% 0% -1% 1% 1% 1% 1% 0% 0% 0% 0% 0% 1% 0% 5% 3% 0% -1% -1% -3% -3% -5% -2% 0% 0% 2% 4% 6%
- C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 9000 99000
SQM 0 10500
SQM 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 6000 42300
CUM 0 0
CUM 0 0
CUM 0 255
CUM 0 1393
SQM 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 3375 77175
m 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 5625 13050 m 0 0
CUM 0 0
m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
CUM 0 7500
CUM 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 18.75 750 8363
Structures km 10+375 10+540 10+890 10+910 0 0 m 6 6 48 m 6 6 6 18 120 m 0 6 m 0 6 m 0 0 m 0 33 m 0 0
- DI WW WW WW 0 0
- WW WW WW WW 0 0
No. 2 2 3 7 58
SQM 36 36 36 36 144 982
No. 0 0
SQM 0 0
Furniture No. 0 4
No. 0 0
Abbreviations Note
CF E1 SQM :
RSH E2 CUM :
BF E3 m :
CS L1 mADL:
HG L2 No :
S1, S2:
DESIGN CONSULTANT:
United States Agency for International Development (USAID) - Liberia CDM Smith International
Please read and refer to Contract BoQs, Drawings, Attached Schedules and
Specifications for Proper Interpretation and use of this Strip Map
Mitre Drain
Box Culvert Catch-water Drain
Roadway
Compound1 -Little Bassa -Varmah Road
STRIP MAP
Bridge School
Village
CHAINAGE (KM+Meters)
Culvert Gravel Pit
Description 10+000 - 11+000 Road Section Section
Quantity
Cum.
Quantity Soil Type
Geometric
Alignment
Existing Centreline Level
Designed Centreline Level
Designed Average Gradient
Designed cross section type
Gravel
Compacted Thickness
Gravel borrowpit
Volume
Site Clearance
Clearing, Striping within formation width
Light-Medium Clearing outside formation width
Heavy Clearing Outside Formation Width
Formation
Removal or Unsuitable Materials
Cut to Fill
Cut to Spoil
Borrow to Fill (Embankments)
Formation - Heavy Grading / Shaping
Location
600 mm Diameter (Length)
900 mm Diameter (Length)
1200 mm Diameter (Length)
1500 mm Diameter (Length)
U-Culvert
Reshaping
Mitre/Turn-out/Other drains
Lined drains
Road signs
Guard rails
Drainage Structures Structures…
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