J.6.C.1_TO_003_strip_Map_(_Bulor-Tusu).xlsx

XLSX spreadsheet 754 KB Posted Jul 5, 2016

Attached to: The purpose of this contract is to provide construction services for road and general vertical infrastructure works throughout Liberia.
Solicitation number: SOL-669-16-000006
Issued by: US Agency for International Development Liberia

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J.6.C.1

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Amendment_01 _SOL-669-16-000006.pdf	PDF	Aug 12, 2016
J.6.B.2_TO_BOQ_-_Revised.xlsx	XLSX spreadsheet	Aug 12, 2016
Attachment_J.7.pdf	PDF	Aug 12, 2016
Amended_SOL-669-16-000006.pdf	PDF	Aug 12, 2016
J.6.A.2_TO_BOQ_-_Revised.xlsx	XLSX spreadsheet	Aug 12, 2016
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J.6.A.1_Task_order_001_Strip_Map.pdf	PDF	Jul 5, 2016
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J.6.C.2_TO_003_BOQ_(Bulor-Tusu).xlsx	XLSX spreadsheet	Jul 5, 2016
J.6.B.1_TO_002_strip_map_(Waka-Johnny_Tutu).xlsx	XLSX spreadsheet	Jul 5, 2016
Executed_Sol_SOL-669-16-000006.pdf	PDF	Jul 5, 2016

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15+000-16+000

ROAD NAME:	BULOR - TUSU						PAGE:	1
STRIP MAP
	Bridge	SCH.	School			BULOR
			Village	L
	Culvert		Gravel Pit
			Mitre Drain
	Box Culvert		Catch-water Drain
			Roadway	R	SCH.

CHAINAGE ( KM +Meters) 15+000 15+100 15+200 15+300 15+400 15+500 15+600 15+700 15+800 15+900 16+000

																																												Section Quantity	Cum. Quantity
Key Item	Description		Unit
Sub grade soils	Soil Type		-	NG	NG	NG	NG	CL	CL	CL	CL	NG	NG	NG	NG	NG	NG	CL	CL	CL	CL	CL	CL	NG	NG	NG	NG	NG	NG	NG	NG	NG	R	R	R	R	R	R	R	NG	NG	NG	NG
Geometric alignment	Existing Centreline Level		mADL	514	512	508	504	501	500	500	501	501	503	504	506	507	506	506	507	507	508	509	511	513	515	519	521	523	524	525	525	523	522	523	523	524	523	519	516	514	512	508	505
	Designed Centreline Level		mADL	514.029	512.467	508.744	504.136	501.31	500.826	500.817	501.345	501.745	503.136	504.397	506.359	507.433	506.804	506.345	507.154	507.375	508.286	509.533	511.014	513.144	515.224	519.183	521.517	523.298	524.745	525.078	524.99	523.84	522.812	523.045	523.694	524.414	523.296	519.797	516.692	514.112	511.972	508.585	505.225
	Designed Average Gradient		%	4%	-6%	-15%	-19%	-11%	-2%	-0%	2%	2%	6%	5%	8%	4%	-3%	-2%	3%	1%	4%	5%	6%	9%	8%	16%	9%	7%	6%	1%	-0%	-5%	-4%	1%	3%	3%	-4%	-14%	-13%	-10%	-9%	-14%	-14%
	Designed cross section type		-	C1	C1	C1	C1	C1	A1	A1	C1	B1	B1	B1	B1	C1	C1	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
Site Clearance	Clearing, Striping within formation width		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
	Light-Medium Clearing outside formation width		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	4350	4350
	Heavy Clearing Outside Formation Width		SQM																																									0	0
Formation	Removal or Unsuitable Materials		CUM																																									0	0
	Cut to Fill		CUM																																									0	0
	Cut to Spoil		CUM																																									0	0
	Borrow to Fill (Embankments)		CUM						33.075	33.075	33.075								27.75																									126.975	126.975
	Formation - Heavy Grading / Shaping		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	8100	8100
	Reshaping		m																																									0	0
	Mitre/Turn-out/Other drains		m	20								10			10	10		10			10																							70	70
	Lined drains		CUM																																									0	0
Gravel	Compacted Thickness		m	0.15	0.15	0.15	0.15	0.15	0.2	0.2	0.2	0.15	0.15	0.15	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	6.2	6.2
	Gravel borrowpit		CUM																																									0	0
	Volume		CUM	18.75	18.75	18.75	18.75	18.75	25	25	25	18.75	18.75	18.75	18.75	18.75	18.75	18.75	25	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	775	775
Structures	Location		km							15.156									15.4	15.42							15.585																	46.405	46.405
	600 mm Diameter (Length)		m																6	6							6																	18	18
	900 mm Diameter (Length)		m							14																																		14	14
	1200 mm Diameter (Length)		m																																									0	0
	1500 mm Diameter (Length)		m																																									0	0
	U-Culvert																																											0	0
	Bridge/Box culvert																																											0	0
	Drift / Causeway																																											0	0
	Structure Inlet Type									WW									DI	DI							DI																		0
	Structure Outlet Type									WW									WW	WW							WW																		0
Erosion Protection	Scour Checks		No.																																									0	0
	Grouted stone		SQM							36										100	100	100	100	100	100	100	100											100	100	100	100	100	100	1436	1436
	Gabions																																											0	0
	Grass Planting		SQM																																									0	0
Furniture	Road signs		No.																2																									2	2
	Guard rails		No.																																									0	0
Drainage Structures		Structures Inlet & Outlet Types		Insitu Soil Type						Method of Work (Earthworks)					Cross-Section Type												Drain Types									Abbreviations					Note
BR: Bridge		WW: Flared Winged Walls		R: Rocky						CF	Cut to Fill				A1:		Embarkment Fill With Even Camber										E1	Catch Water Drain								SQM :	Square Metres				Please read and refer to Contract BoQs,
DR: Drift/Vented Drift		DI: Drop Inlets		NG: Gravelly /Natural Gravel/Laterite						RSH	Re-shaping				A2:		Embarkment Fill With Superelevation										E2	Culvert Outlet Channel for Active Stream								CUM :	Cubic Metres				Drawings, Attached Schedules and
RCP: Reinforced Pipe Culvert		SI: Shallow Inlets		SS: Sandy						BF	Borrow to Fill/Embankment				B1, B3:		Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)										E3	Culvert Outlet Channel for Releif Culverts & Mitre Drains								m :	Linear Metres				Specifications for Proper Interpretation
BC: Box Culvert				CL: Clayey						CS	Cut to Spoil				C1, C2:		Even Camber Road Cross Sections (V-Ditch on Both Sides)										L1	Trapezoidal Concrete Lined Channel/Drain								mADL :	Metres Above Datum Level				and use of this Strip Map
UC: U-Culvert				RS: Red Soil						HG	Heavy Grading.				D1, D3:		Superelevation Road Cross Sections (V-Ditch on Both Sides)										L2	Trapezoidal Grouted Stone Lined Channel/Drain								No :	Number
L / R: Left / Right				BC: Black Cotton Soil																							S1, S2:	V-Ditch Side Drains, 1000mm & 800mm Respectively
PROJECT TITLE:							FUNDING AGENCY:														CLIENT ORGANISATION:														DESIGN CONSULTANT:
Engineering Services for Rural Roads Rehabilitation Project								United States Agency for International Development (USAID) - Liberia														Ministry of Public Works, Liberia														CDM Smith International

&"8.0,Regular"&8

Existing level 15000 15025 15050 15075 15100 15125 15150 15175 15200 15225 15250 15275 15300 15325 15350 15375 15400 15425 15450 15475 15500 15525 15550 15575 15600 15625 15650 15675 15700 15725 15750 15775 15800 15825 15850 15875 15900 15925 15950 15975 16000 512.72100000000012 513.6690000000001 512.1070000000002 508.38400000000019 503.77600000000018 500.81000000000017 500.27600000000018 500.26700000000022 500.79500000000019 501.38500000000022 502.77600000000024 504.03700000000021 505.99900000000019 507.07300000000004 506.44400000000002 505.98500000000001 506.60399999999998 507.01499999999999 507.92599999999999 509.173 510.654 512.78399999999999 514.86400000000003 518.82299999999998 521.15700000000004 522.93799999999999 524.38499999999999 524.71799999999996 524.63 523.4799999999999 522.45199999999988 522.68499999999983 523.33399999999983 524.05399999999986 522.93599999999981 519.43699999999978 516.33199999999977 513.75199999999973 511.61199999999974 508.22499999999974 504.86499999999972 design level 15000 15025 15050 15075 15100 15125 15150 15175 15200 15225 15250 15275 15300 15325 15350 15375 15400 15425 15450 15475 15500 15525 15550 15575 15600 15625 15650 15675 15700 15725 15750 15775 15800 15825 15850 15875 15900 15925 15950 15975 16000 513.08100000000013 514.02900000000011 512.46700000000021 508.7440000000002 504.13600000000019 501.25000000000017 500.76600000000019 500.75700000000023 501.2850000000002 502.08500000000021 503.47600000000023 504.39700000000022 506.35900000000021 507.43300000000005 506.80400000000003 506.34500000000003 507.09399999999999 507.375 508.286 509.53300000000002 511.01400000000001 513.14400000000001 515.22400000000005 519.18299999999999 521.51700000000005 523.298 524.745 525.07799999999997 524.99 523.83999999999992 522.8119999999999 523.04499999999985 523.69399999999985 524.41399999999987 523.88599999999985 519.7969999999998 516.69199999999978 514.11199999999974 511.97199999999975 508.58499999999975 505.22499999999974

16+000-17+000

ROAD NAME:	BULOR - TUSU				PAGE:	2
STRIP MAP
	Bridge	SCH.	School
			Village	L
	Culvert		Gravel Pit
			Mitre Drain
	Box Culvert		Catch-water Drain
			Roadway	R

CHAINAGE ( KM +Meters) 16+000 16+100 16+200 16+300 16+400 16+500 16+600 16+700 16+800 16+900 17+000

																																												Section Quantity	Cum. Quantity
Key Item	Description		Unit
Sub grade soils	Soil Type		-	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	NG	NG	NG	NG	NG	NG	NG	CL	CL	CL	CL	CL
Geometric alignment	Existing Centreline Level		mADL	503	503	503	503	503	504	505	507	509	510	511	511	512	512	513	514	514	515	515	516	516	516	516	516	515	515	514	514	514	514	514	514	514	514	514	515	516	516	516	516
	Designed Centreline Level		mADL	503.675	503.086	503.126	503.343	503.654	503.874	505.131	507.697	509.532	510.547	511.066	511.666	512.217	512.727	513.267	513.971	514.643	515.179	515.556	515.926	516.506	516.796	516.694	516.316	515.627	514.976	514.666	514.701	514.806	514.706	514.466	514.825	514.666	514.756	514.756	515.242	516.121	516.251	516.369	516.491
	Designed Average Gradient		%	-6%	-2%	0%	1%	1%	1%	5%	10%	7%	4%	2%	2%	2%	2%	2%	3%	3%	2%	2%	1%	2%	1%	-0%	-2%	-3%	-3%	-1%	0%	0%	-0%	-1%	1%	-1%	0%	0%	2%	4%	1%	0%	0%
	Designed cross section type		-	C1	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	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1
Site Clearance	Clearing, Striping within formation width		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
	Light-Medium Clearing outside formation width		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	4800	9150
	Heavy Clearing Outside Formation Width		SQM	150	150	150	150	150	150	150	150																																	1200	1200
Formation	Removal or Unsuitable Materials		CUM																																									0	0
	Cut to Fill		CUM																																									0	0
	Cut to Spoil		CUM																																									0	0
	Borrow to Fill (Embankments)		CUM																																									0	126.975
	Formation - Heavy Grading / Shaping		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	17100
	Reshaping		m																																									0	0
	Mitre/Turn-out/Other drains		m																10			10			10			10					10			10			10				10	80	150
	Lined drains		CUM																																									0	0
Gravel	Compacted Thickness		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	6	12.2
	Gravel borrowpit		CUM																																2400									2400	2400
	Volume		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	1525
Structures	Location		km		16.05																									16.675														16.675	63.08
	600 mm Diameter (Length)		m																											6														6	24
	900 mm Diameter (Length)		m																																									0	14
	1200 mm Diameter (Length)		m																																									0	0
	1500 mm Diameter (Length)		m																																									0	0
	U-Culvert																																												0
	Bridge/Box culvert				BC																																							0	0
	Drift / Causeway																																												0
	Structure Inlet Type				WW																									DI															0
	Structure Outlet Type				WW																									HW															0
Erosion Protection	Scour Checks		No.							4	10	6																																20	20
	Grouted stone		SQM																																									0	1436
	Gabions																																											0	0
	Grass Planting		SQM																																									0	0
Furniture	Road signs		No.		2																																							2	4
	Guard rails		No.																																									0	0
Drainage Structures		Structures Inlet & Outlet Types		Insitu Soil Type						Method of Work (Earthworks)					Cross-Section Type												Drain Types									Abbreviations					Note
BR: Bridge		WW: Flared Winged Walls		R: Rocky						CF	Cut to Fill				A1:		Embarkment Fill With Even Camber										E1	Catch Water Drain								SQM :	Square Metres				Please read and refer to Contract BoQs,
DR: Drift/Vented Drift		DI: Drop Inlets		NG: Gravelly /Natural Gravel/Laterite						RSH	Re-shaping				A2:		Embarkment Fill With Superelevation										E2	Culvert Outlet Channel for Active Stream								CUM :	Cubic Metres				Drawings, Attached Schedules and
RCP: Reinforced Pipe Culvert		SI: Shallow Inlets		SS: Sandy						BF	Borrow to Fill/Embankment				B1, B3:		Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)										E3	Culvert Outlet Channel for Releif Culverts & Mitre Drains								m :	Linear Metres				Specifications for Proper Interpretation
BC: Box Culvert				CL: Clayey						CS	Cut to Spoil				C1, C2:		Even Camber Road Cross Sections (V-Ditch on Both Sides)										L1	Trapezoidal Concrete Lined Channel/Drain								mADL :	Metres Above Datum Level				and use of this Strip Map
UC: U-Culvert				RS: Red Soil						HG	Heavy Grading.				D1, D3:		Superelevation Road Cross Sections (V-Ditch on Both Sides)										L2	Trapezoidal Grouted Stone Lined Channel/Drain								No :	Number
L / R: Left / Right				BC: Black Cotton Soil																							S1, S2:	V-Ditch Side Drains, 1000mm & 800mm Respectively
PROJECT TITLE:							FUNDING AGENCY:														CLIENT ORGANISATION:														DESIGN CONSULTANT:
Engineering Services for Rural Roads Rehabilitation Project								United States Agency for International Development (USAID) - Liberia														Ministry of Public Works, Liberia														CDM Smith International

Existing level 16000 16025 16050 16075 16100 16125 16150 16175 16200 16225 16250 16275 16300 16325 16350 16375 16400 16425 16450 16475 16500 16525 16550 16575 16600 16625 16650 16675 16700 16725 16750 16775 16800 16825 16850 16875 16900 16925 16950 16975 17000 504.86499999999972 503.315 502.726 502.76600000000002 502.983 503.29399999999998 503.51400000000001 504.77099999999996 507.33699999999993 509.17199999999991 510.18699999999995 510.70599999999996 511.30599999999998 511.85699999999997 512.36699999999996 512.90699999999993 513.61099999999999 514.2829999999999 514.81899999999996 515.19599999999991 515.56599999999992 516.14599999999996 516.43599999999992 516.33399999999995 515.9559999999999 515.26699999999994 514.61599999999987 514.30599999999981 514.34099999999978 514.4459999999998 514.34599999999989 514.10599999999988 514.46499999999992 514.30599999999993 514.39599999999996 514.39599999999996 514.88199999999995 515.76099999999997 515.89099999999996 516.0089999999999 516.13099999999997 Design level 16000 16025 16050 16075 16100 16125 16150 16175 16200 16225 16250 16275 16300 16325 16350 16375 16400 16425 16450 16475 16500 16525 16550 16575 16600 16625 16650 16675 16700 16725 16750 16775 16800 16825 16850 16875 16900 16925 16950 16975 17000 505.22499999999974 503.67500000000001 503.62 503.62 503.62 503.654 503.87400000000002 505.13099999999997 507.69699999999995 509.53199999999993 510.54699999999997 511.06599999999997 511.666 512.21699999999998 512.72699999999998 513.26699999999994 513.971 514.64299999999992 515.17899999999997 515.55599999999993 515.92599999999993 516.50599999999997 516.79599999999994 516.69399999999996 516.31599999999992 515.62699999999995 514.97599999999989 514.66599999999983 514.70099999999979 514.80599999999981 514.7059999999999 514.46599999999989 514.82499999999993 514.66599999999994 514.75599999999997 514.75599999999997 515.24199999999996 516.12099999999998 516.25099999999998 516.36899999999991 516.49099999999999

17+000-18+000

ROAD NAME:	BULOR - TUSU				PAGE:	3
STRIP MAP
	Bridge	SCH.	School
			Village	L
	Culvert		Gravel Pit
			Mitre Drain
	Box Culvert		Catch-water Drain
			Roadway	R

CHAINAGE ( KM +Meters) 17+000 17+100 17+200 17+300 17+400 17+500 17+600 17+700 17+800 17+900 18+000

																																												Section Quantity	Cum. Quantity
Key Item	Description		Unit
Sub grade soils	Soil Type		-	CL	CL	CL	CL	CL	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	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG
Geometric alignment	Existing Centreline Level		mADL	516	514	513	510	507	507	506	507	508	510	511	512	513	515	517	519	522	524	526	527	528	530	532	533	535	536	537	538	537	538	540	539	539	539	537	535	534	533	533	534
	Designed Centreline Level		mADL	515.981	514.79	512.996	510.26	507.755	507.05	506.648	506.923	508.652	510.242	511.645	512.34	513.529	515.075	517.056	518.933	522.013	524.298	525.918	527.418	528.729	530.443	532.213	533.583	534.86	536.243	537.039	537.92	537.109	538.679	540.182	539.846	539.586	539.011	537.399	535.727	534.285	533.147	533.192	534.142
	Designed Average Gradient		%	-2%	-5%	-7%	-11%	-10%	-3%	-2%	1%	7%	6%	6%	3%	5%	6%	8%	8%	12%	9%	6%	6%	5%	7%	7%	5%	5%	6%	3%	4%	-3%	6%	6%	-1%	-1%	-2%	-6%	-7%	-6%	-5%	0%	4%
	Designed cross section type		-	C1	C1	C1	C1	C1	C1	A1	A1	C1	C1	C1	C1	C1	C1	C1	C1	C1	A1	A1	C1	C1	C1	C1	C1	C1	C1	C1	C1	A1	A1	C1	C1	C1	C1	C1	C1	C1	A1	A1	A1
Site Clearance	Clearing, Striping within formation width		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
	Light-Medium Clearing outside formation width		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	15150
	Heavy Clearing Outside Formation Width		SQM																																									0	1200
Formation	Removal or Unsuitable Materials		CUM																																									0	0
	Cut to Fill		CUM																																									0	0
	Cut to Spoil		CUM																																									0	0
	Borrow to Fill (Embankments)		CUM																																									0	126.975
	Formation - Heavy Grading / Shaping		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	26100
	Reshaping		m																																									0	0
	Mitre/Turn-out/Other drains		m			20			20			20			20			20			20			20			20									10								170	320
	Lined drains		CUM																																									0	0
Gravel	Compacted Thickness		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	6	18.2
	Gravel borrowpit		CUM																																									0	2400
	Volume		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	2275
Structures	Location		km							17.175																		17.625																34.8	97.88
	600 mm Diameter (Length)		m																									6																6	30
	900 mm Diameter (Length)		m																																									0	14
	1200 mm Diameter (Length)		m																																									0	0
	1500 mm Diameter (Length)		m																																									0	0
	U-Culvert																																												0
	Bridge/Box culvert									BC																																		0	0
	Drift / Causeway																																												0
	Structure Inlet Type									WW																		DI																	0
	Structure Outlet Type									WW																		WW																	0
Erosion Protection	Scour Checks		No.																															4				2	6					12	32
	Grouted stone		SQM																																									0	1436
	Gabions																																											0	0
	Grass Planting		SQM																																									0	0
Furniture	Road signs		No.							2																																		2	6
	Guard rails		No.																																									0	0
Drainage Structures		Structures Inlet & Outlet Types		Insitu Soil Type						Method of Work (Earthworks)					Cross-Section Type												Drain Types									Abbreviations					Note
BR: Bridge		WW: Flared Winged Walls		R: Rocky						CF	Cut to Fill				A1:		Embarkment Fill With Even Camber										E1	Catch Water Drain								SQM :	Square Metres				Please read and refer to Contract BoQs,
DR: Drift/Vented Drift		DI: Drop Inlets		NG: Gravelly /Natural Gravel/Laterite						RSH	Re-shaping				A2:		Embarkment Fill With Superelevation										E2	Culvert Outlet Channel for Active Stream								CUM :	Cubic Metres				Drawings, Attached Schedules and
RCP: Reinforced Pipe Culvert		SI: Shallow Inlets		SS: Sandy						BF	Borrow to Fill/Embankment				B1, B3:		Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)										E3	Culvert Outlet Channel for Releif Culverts & Mitre Drains								m :	Linear Metres				Specifications for Proper Interpretation
BC: Box Culvert				CL: Clayey						CS	Cut to Spoil				C1, C2:		Even Camber Road Cross Sections (V-Ditch on Both Sides)										L1	Trapezoidal Concrete Lined Channel/Drain								mADL :	Metres Above Datum Level				and use of this Strip Map
UC: U-Culvert				RS: Red Soil						HG	Heavy Grading.				D1, D3:		Superelevation Road Cross Sections (V-Ditch on Both Sides)										L2	Trapezoidal Grouted Stone Lined Channel/Drain								No :	Number
L / R: Left / Right				BC: Black Cotton Soil																							S1, S2:	V-Ditch Side Drains, 1000mm & 800mm Respectively
PROJECT TITLE:							FUNDING AGENCY:														CLIENT ORGANISATION:														DESIGN CONSULTANT:
Engineering Services for Rural Roads Rehabilitation Project								United States Agency for International Development (USAID) - Liberia														Ministry of Public Works, Liberia														CDM Smith International

Existing level 17000 17025 17050 17075 17100 17125 17150 17175 17200 17225 17250 17275 17300 17325 17350 17375 17400 17425 17450 17475 17500 17525 17550 17575 17600 17625 17650 17675 17700 17725 17750 17775 17800 17825 17850 17875 17900 17925 17950 17975 18000 516.13099999999997 515.62099999999998 514.42999999999995 512.63599999999997 509.9 507.39499999999998 506.69 506.28800000000001 506.56299999999999 508.29200000000003 509.88200000000006 511.28500000000008 511.98000000000008 513.16899999999998 514.71500000000003 516.69600000000003 518.57299999999998 521.65300000000002 523.93799999999999 525.55799999999999 527.05799999999999 528.36900000000003 530.08300000000008 531.85300000000007 533.22300000000007 534.5 535.88300000000004 536.67900000000009 537.55999999999995 536.74899999999991 538.31899999999985 539.82199999999978 539.48599999999976 539.22599999999977 538.65099999999984 537.03899999999987 535.36699999999985 533.92499999999984 532.78699999999981 532.83199999999977 533.78199999999981 Design level 17000 17025 17050 17075 17100 17125 17150 17175 17200 17225 17250 17275 17300 17325 17350 17375 17400 17425 17450 17475 17500 17525 17550 17575 17600 17625 17650 17675 17700 17725 17750 17775 17800 17825 17850 17875 17900 17925 17950 17975 18000 516.49099999999999 515.98099999999999 514.79 512.99599999999998 510.26 507.755 507.05 506.64800000000002 506.923 508.65200000000004 510.24200000000008 511.6450000000001 512.34 513.529 515.07500000000005 517.05600000000004 518.93299999999999 522.01300000000003 524.88800000000003 525.91800000000001 527.41800000000001 528.72900000000004 530.4430000000001 532.21300000000008 533.58300000000008 534.86 536.24300000000005 537.0390000000001 537.91999999999996 537.10899999999992 538.67899999999986 540.18199999999979 539.84599999999978 539.58599999999979 539.01099999999985 537.39899999999989 535.72699999999986 534.62499999999989 533.14699999999982 533.19199999999978 534.14199999999983

18+000-19+000

ROAD NAME:	BULOR - TUSU				PAGE:	4
STRIP MAP
	Bridge	SCH.	School
			Village	L
	Culvert		Gravel Pit
			Mitre Drain
	Box Culvert		Catch-water Drain
			Roadway	R

CHAINAGE ( KM +Meters) 18+000 18+100 18+200 18+300 18+400 18+500 18+600 18+700 18+800 18+900 19+000

																																												Section Quantity	Cum. Quantity
Key Item	Description		Unit
Sub grade soils	Soil Type		-	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	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG
Geometric alignment	Existing Centreline Level		mADL	535	537	536	536	535	536	536	535	536	537	538	539	541	541	541	540	540	541	541	541	540	538	537	535	535	536	538	540	542	544	546	548	547	546	545	543	541	539	538	536
	Designed Centreline Level		mADL	535.853	536.993	536.773	536.292	535.642	536.152	536.161	535.473	536.565	537.494	538.473	539.741	541.023	541.523	541.118	540.568	540.561	541.078	541.398	541.033	539.995	538.693	537.482	535.724	535.812	536.441	537.987	539.999	542.475	544.855	546.795	547.97	547.85	546.851	545.65	543.78	541.401	539.753	538.081	536.42
	Designed Average Gradient		%	7%	5%	-1%	-2%	-3%	2%	0%	-3%	4%	4%	4%	5%	5%	2%	-2%	-2%	-0%	2%	1%	-1%	-4%	-5%	-5%	-7%	0%	3%	6%	8%	10%	10%	8%	5%	-0%	-4%	-5%	-8%	-10%	-7%	-7%	-7%
	Designed cross section type		-	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	A1	C1	C1	C1	C1	C1	C1
Site Clearance	Clearing, Striping within formation width		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
	Light-Medium Clearing outside formation width		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	21150
	Heavy Clearing Outside Formation Width		SQM																																									0	1200
Formation	Removal or Unsuitable Materials		CUM																																									0	0
	Cut to Fill		CUM																																									0	0
	Cut to Spoil		CUM																																									0	0
	Borrow to Fill (Embankments)		CUM																																									0	126.975
	Formation - Heavy Grading / Shaping		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	35100
	Reshaping		m																																									0	0
	Mitre/Turn-out/Other drains		m										20			20			20			20			20				20			10			20			20			20			190	510
	Lined drains		CUM																																									0	0
Gravel	Compacted Thickness		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	6	24.2
	Gravel borrowpit		CUM																																			2640						2640	5040
	Volume		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	3025
Structures	Location		km																	18.41								18.605																37.015	134.895
	600 mm Diameter (Length)		m																	6								6																12	42
	900 mm Diameter (Length)		m																																									0	14
	1200 mm Diameter (Length)		m																																									0	0
	1500 mm Diameter (Length)		m																																									0	0
	U-Culvert																																												0
	Bridge/Box culvert																																											0	0
	Drift / Causeway																																												0
	Structure Inlet Type																			WW								WW																	0
	Structure Outlet Type																			WW								WW																	0
Erosion Protection	Scour Checks		No.	6	4																											5	5	4										24	56
	Grouted stone		SQM																																									0	1436
	Gabions																																											0	0
	Grass Planting		SQM																																									0	0
Furniture	Road signs		No.																																									0	6
	Guard rails		No.																																									0	0
Drainage Structures		Structures Inlet & Outlet Types		Insitu Soil Type						Method of Work (Earthworks)					Cross-Section Type												Drain Types									Abbreviations					Note
BR: Bridge		WW: Flared Winged Walls		R: Rocky						CF	Cut to Fill				A1:		Embarkment Fill With Even Camber										E1	Catch Water Drain								SQM :	Square Metres				Please read and refer to Contract BoQs,
DR: Drift/Vented Drift		DI: Drop Inlets		NG: Gravelly /Natural Gravel/Laterite						RSH	Re-shaping				A2:		Embarkment Fill With Superelevation										E2	Culvert Outlet Channel for Active Stream								CUM :	Cubic Metres				Drawings, Attached Schedules and
RCP: Reinforced Pipe Culvert		SI: Shallow Inlets		SS: Sandy						BF	Borrow to Fill/Embankment				B1, B3:		Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)										E3	Culvert Outlet Channel for Releif Culverts & Mitre Drains								m :	Linear Metres				Specifications for Proper Interpretation
BC: Box Culvert				CL: Clayey						CS	Cut to Spoil				C1, C2:		Even Camber Road Cross Sections (V-Ditch on Both Sides)										L1	Trapezoidal Concrete Lined Channel/Drain								mADL :	Metres Above Datum Level				and use of this Strip Map
UC: U-Culvert				RS: Red Soil						HG	Heavy Grading.				D1, D3:		Superelevation Road Cross Sections (V-Ditch on Both Sides)										L2	Trapezoidal Grouted Stone Lined Channel/Drain								No :	Number
L / R: Left / Right				BC: Black Cotton Soil																							S1, S2:	V-Ditch Side Drains, 1000mm & 800mm Respectively
PROJECT TITLE:							FUNDING AGENCY:														CLIENT ORGANISATION:														DESIGN CONSULTANT:
Engineering Services for Rural Roads Rehabilitation Project								United States Agency for International Development (USAID) - Liberia														Ministry of Public Works, Liberia														CDM Smith International

Existing level 18000 18025 18050 18075 18100 18125 18150 18175 18200 18225 18250 18275 18300 18325 18350 18375 18400 18425 18450 18475 18500 18525 18550 18575 18600 18625 18650 18675 18700 18725 18750 18775 18800 18825 18850 18875 18900 18925 18950 18975 19000 533.78199999999981 535.49299999999982 536.63299999999981 536.4129999999999 535.9319999999999 535.28199999999993 535.79199999999992 535.80099999999993 535.11299999999994 536.20499999999993 537.1339999999999 538.11299999999994 539.38099999999997 540.66300000000001 541.16300000000001 540.75799999999992 540.20799999999997 540.20099999999991 540.71799999999996 541.0379999999999 540.67299999999989 539.63499999999988 538.33299999999997 537.12199999999996 535.36399999999992 535.452 536.08100000000002 537.62699999999995 539.6389999999999 542.11500000000001 544.495 546.43500000000006 547.61 547.49 546.49099999999999 545.29 543.41999999999996 541.04100000000005 539.39300000000003 537.721 536.05999999999995 Design level 18000 18025 18050 18075 18100 18125 18150 18175 18200 18225 18250 18275 18300 18325 18350 18375 18400 18425 18450 18475 18500 18525 18550 18575 18600 18625 18650 18675 18700 18725 18750 18775 18800 18825 18850 18875 18900 18925 18950 18975 19000 534.14199999999983 535.85299999999984 536.99299999999982 536.77299999999991 536.29199999999992 535.98199999999997 536.15199999999993 536.16099999999994 535.47299999999996 536.56499999999994 537.49399999999991 538.47299999999996 539.74099999999999 541.02300000000002 541.52300000000002 541.11799999999994 540.06799999999998 540.56099999999992 541.07799999999997 541.39799999999991 541.0329999999999 539.99499999999989 538.69299999999998 537.48199999999997 535.72399999999993 535.81200000000001 536.44100000000003 537.98699999999997 539.99899999999991 542.47500000000002 544.85500000000002 546.79500000000007 547.97 547.85 546.851 545.65 543.78 541.40100000000007 539.75300000000004 538.42100000000005 536.41999999999996

19+000-20+000

ROAD NAME:	BULOR - TUSU				PAGE:	5
STRIP MAP
	Bridge	SCH.	School
			Village	L
	Culvert		Gravel Pit
			Mitre Drain
	Box Culvert		Catch-water Drain
			Roadway	R

CHAINAGE ( KM +Meters) 19+000 19+100 19+200 19+300 19+400 19+500 19+600 19+700 19+800 19+900 20+000

																																												Section Quantity	Cum. Quantity
Key Item	Description		Unit
Sub grade soils	Soil Type		-	NG	NG	NG	NG	NG	NG	NG	NG	RS	RS	RS	RS	RS	RS	RS	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
Geometric alignment	Existing Centreline Level		mADL	535	535	536	535	535	535	534	534	534	531	530	530	530	532	533	534	532	530	528	525	522	519	517	517	517	518	521	524	528	531	534	535	536	535	533	531	530	530	530	530
	Designed Centreline Level		mADL	535.666	535.627	536.018	535.756	535.43	534.983	534.855	534.545	533.965	531.719	530.127	529.919	530.689	531.98	533.634	534.452	532.81	530.497	528.157	525.23	521.981	519.07	517.964	518.05	517.709	518.609	521.108	524.296	528.079	531.765	534.205	535.714	535.988	535.416	533.279	531.12	530.312	530.554	530.362	530.093
	Designed Average Gradient		%	-3%	-0%	2%	-1%	-1%	-2%	-1%	-1%	-2%	-9%	-6%	-1%	3%	5%	7%	3%	-7%	-9%	-9%	-12%	-13%	-12%	-4%	0%	-1%	4%	10%	13%	15%	15%	10%	6%	1%	-2%	-9%	-9%	-3%	1%	-1%	-1%
	Designed cross section type		-	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	A1	C1	C1	C1	C1	C1	C1
Site Clearance	Clearing, Striping within formation width		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
	Light-Medium Clearing outside formation width		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	27150
	Heavy Clearing Outside Formation Width		SQM																																									0	1200
Formation	Removal or Unsuitable Materials		CUM																																									0	0
	Cut to Fill		CUM																																									0	0
	Cut to Spoil		CUM																																									0	0
	Borrow to Fill (Embankments)		CUM																								97.125																	97.125	224.1
	Formation - Heavy Grading / Shaping		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	8775	43875
	Reshaping		m																																									0	0
	Mitre/Turn-out/Other drains		m	20			20			20			10			10			10			10			10			10			10			10			10	10		10	10			180	690
	Lined drains		CUM																																									0	0
Gravel	Compacted Thickness		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	0.2	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	6.05	30.25
	Gravel borrowpit		CUM																																									0	5040
	Volume		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	25	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	18.75	756.25	3781.25
Structures	Location		km		19.035										19.295												19.58																19.99	58.865	193.76
	600 mm Diameter (Length)		m		6										6																												6	18	60
	900 mm Diameter (Length)		m																								7																	7	21
	1200 mm Diameter (Length)		m																																									0	0
	1500 mm Diameter (Length)		m																																									0	0
	U-Culvert																																											0	0
	Bridge/Box culvert																																											0	0
	Drift / Causeway																																											0	0
	Structure Inlet Type				WW										WW												WW																WW	0	0
	Structure Outlet Type				WW										WW												WW																WW	0	0
Erosion Protection	Scour Checks		No.										5	2			2	3		3	5	5				2			2	5				5	2									41	97
	Grouted stone		SQM																												50	50	50											150	1586
	Gabions																																											0	0
	Grass Planting		SQM																																									0	0
Furniture	Road signs		No.																																									0	6
	Guard rails		No.																																									0	0
Drainage Structures		Structures Inlet & Outlet Types		Insitu Soil Type						Method of Work (Earthworks)					Cross-Section Type												Drain Types									Abbreviations					Note
BR: Bridge		WW: Flared Winged Walls		R: Rocky						CF	Cut to Fill				A1:		Embarkment Fill With Even Camber										E1	Catch Water Drain								SQM :	Square Metres				Please read and refer to Contract BoQs,
DR: Drift/Vented Drift		DI: Drop Inlets		NG: Gravelly /Natural Gravel/Laterite						RSH	Re-shaping				A2:		Embarkment Fill With Superelevation										E2	Culvert Outlet Channel for Active Stream								CUM :	Cubic Metres				Drawings, Attached Schedules and
RCP: Reinforced Pipe Culvert		SI: Shallow Inlets		SS: Sandy						BF	Borrow to Fill/Embankment				B1, B3:		Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)										E3	Culvert Outlet Channel for Releif Culverts & Mitre Drains								m :	Linear Metres				Specifications for Proper Interpretation
BC: Box Culvert				CL: Clayey						CS	Cut to Spoil				C1, C2:		Even Camber Road Cross Sections (V-Ditch on Both Sides)										L1	Trapezoidal Concrete Lined Channel/Drain								mADL :	Metres Above Datum Level				and use of this Strip Map
UC: U-Culvert				RS: Red Soil						HG	Heavy Grading.				D1, D3:		Superelevation Road Cross Sections (V-Ditch on Both Sides)										L2	Trapezoidal Grouted Stone Lined Channel/Drain								No :	Number
L / R: Left / Right				BC: Black Cotton Soil																							S1, S2:	V-Ditch Side Drains, 1000mm & 800mm Respectively
PROJECT TITLE:							FUNDING AGENCY:														CLIENT ORGANISATION:														DESIGN CONSULTANT:
Engineering Services for Rural Roads Rehabilitation Project								United States Agency for International Development (USAID) - Liberia														Ministry of Public Works, Liberia														CDM Smith International

Exising levels 19000 19025 19050 19075 19100 19125 19150 19175 19200 19225 19250 19275 19300 19325 19350 19375 19400 19425 19450 19475 19500 19525 19550 19575 19600 19625 19650 19675 19700 19725 19750 19775 19800 19825 19850 19875 19900 19925 19950 19975 20000 536.05999999999995 535.30600000000004 535.26700000000005 535.65800000000002 535.39600000000007 535.07000000000005 534.62300000000016 534.49500000000012 534.18500000000006 533.60500000000013 531.35900000000015 529.76700000000005 529.55900000000008 530.32900000000006 531.62000000000012 533.27400000000011 534.0920000000001 532.45000000000005 530.13700000000006 527.79700000000003 524.87000000000012 521.62100000000021 518.71000000000026 517.26400000000001 516.84999999999991 517.00900000000001 518.24899999999991 520.74799999999982 523.93599999999981 527.71899999999982 531.40499999999986 533.84499999999991 535.35399999999993 535.62799999999993 535.05599999999993 532.91899999999987 530.75999999999988 529.95199999999988 530.19399999999985 530.00199999999984 529.73299999999983 Design level 19000 19025 19050 19075 19100 19125 19150 19175 19200 19225 19250 19275 19300 19325 19350 19375 19400 19425 19450 19475 19500 19525 19550 19575 19600 19625 19650 19675 19700 19725 19750 19775 19800 19825 19850 19875 19900 19925 19950 19975 20000 536.41999999999996 535.66600000000005 535.62700000000007 536.01800000000003 535.75600000000009 535.43000000000006 534.98300000000017 534.85500000000013 534.54500000000007 533.96500000000015 531.71900000000016 530.12700000000007 529.9190000000001 530.68900000000008 531.98000000000013 533.63400000000013 534.45200000000011 532.81000000000006 530.49700000000007 528.15700000000004 525.23000000000013 521.98100000000022 519.07000000000028 517.76400000000001 517.84999999999991 517.50900000000001 518.60899999999992 521.10799999999983 524.29599999999982 528.07899999999984 531.76499999999987 534.20499999999993 535.71399999999994 535.98799999999994 535.41599999999994 533.27899999999988 531.11999999999989 530.3119999999999 530.55399999999986 530.36199999999985 530.09299999999985

20+000-21+000

ROAD NAME:	BULOR - TUSU				PAGE:	6
STRIP MAP
	Bridge	SCH.	School
			Village	L
	Culvert		Gravel Pit
			Mitre Drain
	Box Culvert		Catch-water Drain
			Roadway	R

CHAINAGE ( KM +Meters) 20+000 20+100 20+200 20+300 20+400 20+500 20+600 20+700 20+800 20+900 21+000

																																												Section Quantity	Cum. Quantity
Key Item	Description		Unit
Sub grade soils	Soil Type		-	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	NG	CL	CL	CL	CL	CL	CL	CL	CL	SS	SS	SS	SS	SS	SS	SS	SS	SS	SS	SS	SS	NG	NG	NG	NG
Geometric alignment	Existing Centreline Level		mADL	530	530	530	529	528	527	527	527	527	526	526	525	524	523	522	520	518	516	516	516	516	517	518	519	520	521	522	523	524	525	526	527	528	529	530	531	532	534	534	532
	Designed Centreline Level		mADL	530.122	530.32	529.962	529.153	528.282	527.812	527.672	527.532	527.309	526.834	526.053	525.193	524.113	523.136	522.025	520.347	518.498	516.636	516.034	516.003	516.808	517.183	517.931	519.243	520.567	521.533	522.544	523.353	524.193	525.002	525.993	527.023	528.008	529.03	529.998	530.966	532.298	534.328	534.268	532.078
	Designed Average Gradient		%	0%	1%	-1%	-3%	-3%	-2%	-1%	-1%	-1%	-2%	-3%	-3%	-4%	-4%	-4%	-7%	-7%	-7%	-2%	-0%	3%	2%	3%	5%	5%	4%	4%	3%	3%	3%	4%	4%	4%	4%	4%	4%	5%	8%	-0%	-9%
	Designed cross section type		-	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	A1	A1	A1	A1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1	C1
Site Clearance	Clearing, Striping within formation width		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
	Light-Medium Clearing outside formation width		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	33150
	Heavy Clearing Outside Formation Width		SQM																																									0	1200
Formation	Removal or Unsuitable Materials		CUM																																									0	0
	Cut to Fill		CUM																																									0	0
	Cut to Spoil		CUM																																									0	0
	Borrow to Fill (Embankments)		CUM																																									0	224.1
	Formation - Heavy Grading / Shaping		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	52875
	Reshaping		m																																									0	0
	Mitre/Turn-out/Other drains		m	10			10			10			10	10	10		10	10		10	10				20			10			10			10			10			20			20	200	890
	Lined drains		CUM																																									0	0
Gravel	Compacted Thickness		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	6	36.25
	Gravel borrowpit		CUM																																									0	5040
	Volume		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	4531.25
Structures	Location		km																			20.475											20.75											41.225	234.985
	600 mm Diameter (Length)		m																			6											6											12	72
	900 mm Diameter (Length)		m																																									0	21
	1200 mm Diameter (Length)		m																																									0	0
	1500 mm Diameter (Length)		m																																									0	0
	U-Culvert																																												0
	Bridge/Box culvert																																											0	0
	Drift / Causeway																																												0
	Structure Inlet Type																					WW											DI												0
	Structure Outlet Type																					WW											WW												0
Erosion Protection	Scour Checks		No.																								2	2								3								7	104
	Grouted stone		SQM																																									0	1586
	Gabions																																											0	0
	Grass Planting		SQM																																									0	0
Furniture	Road signs		No.																																									0	6
	Guard rails		No.																																									0	0
Drainage Structures		Structures Inlet & Outlet Types		Insitu Soil Type						Method of Work (Earthworks)					Cross-Section Type												Drain Types									Abbreviations					Note
BR: Bridge		WW: Flared Winged Walls		R: Rocky						CF	Cut to Fill				A1:		Embarkment Fill With Even Camber										E1	Catch Water Drain								SQM :	Square Metres				Please read and refer to Contract BoQs,
DR: Drift/Vented Drift		DI: Drop Inlets		NG: Gravelly /Natural Gravel/Laterite						RSH	Re-shaping				A2:		Embarkment Fill With Superelevation										E2	Culvert Outlet Channel for Active Stream								CUM :	Cubic Metres				Drawings, Attached Schedules and
RCP: Reinforced Pipe Culvert		SI: Shallow Inlets		SS: Sandy						BF	Borrow to Fill/Embankment				B1, B3:		Even Camber Road Cross Sections (V-Ditch & Free Fall on One Side)										E3	Culvert Outlet Channel for Releif Culverts & Mitre Drains								m :	Linear Metres				Specifications for Proper Interpretation
BC: Box Culvert				CL: Clayey						CS	Cut to Spoil				C1, C2:		Even Camber Road Cross Sections (V-Ditch on Both Sides)										L1	Trapezoidal Concrete Lined Channel/Drain								mADL :	Metres Above Datum Level				and use of this Strip Map
UC: U-Culvert				RS: Red Soil						HG	Heavy Grading.				D1, D3:		Superelevation Road Cross Sections (V-Ditch on Both Sides)										L2	Trapezoidal Grouted Stone Lined Channel/Drain								No :	Number
L / R: Left / Right				BC: Black Cotton Soil																							S1, S2:	V-Ditch Side Drains, 1000mm & 800mm Respectively
PROJECT TITLE:							FUNDING AGENCY:														CLIENT ORGANISATION:														DESIGN CONSULTANT:
Engineering Services for Rural Roads Rehabilitation Project								United States Agency for International Development (USAID) - Liberia														Ministry of Public Works, Liberia														CDM Smith International

Existing level 20000 20025 20050 20075 20100 20125 20150 20175 20200 20225 20250 20275 20300 20325 20350 20375 20400 20425 20450 20475 20500 20525 20550 20575 20600 20625 20650 20675 20700 20725 20750 20775 20800 20825 20850 20875 20900 20925 20950 20975 21000 529.73299999999983 529.76199999999983 529.95999999999981 529.60199999999986 528.79299999999989 527.9219999999998 527.45199999999988 527.3119999999999 527.1719999999998 526.94899999999973 526.47399999999971 525.69299999999976 524.83299999999974 523.7529999999997 522.77599999999973 521.66499999999974 519.98699999999974 518.13799999999969 516.27599999999973 515.67399999999998 515.64299999999992 516.44799999999998 516.82299999999998 517.57100000000003 518.88300000000004 520.20700000000011 521.173 522.18399999999997 522.99299999999994 523.83299999999997 524.64199999999994 525.63299999999992 526.6629999999999 527.64799999999991 528.66999999999985 529.63799999999992 530.60599999999999 531.93799999999999 533.96799999999996 533.9079999999999 531.71799999999996 Design level 20000 20025 20050 20075 20100 20125 20150 20175 20200 20225 20250 20275 20300 20325 20350 20375 20400 20425 20450 20475 20500 20525 20550 20575 20600 20625 20650 20675 20700 20725 20750 20775 20800 20825 20850 20875 20900 20925 20950 20975 21000 530.09299999999985 530.12199999999984 530.31999999999982 529.96199999999988 529.15299999999991 528.28199999999981 527.8119999999999 527.67199999999991 527.53199999999981 527.30899999999974 526.83399999999972 526.3929999999998 525.19299999999976 524.11299999999972 523.13599999999974 522.02499999999975 520.34699999999975 518.49799999999971 516.63599999999974 516.03399999999999 516.00299999999993 516.80799999999999 517.18299999999999 517.93100000000004 519.24300000000005 520.56700000000012 521.53300000000002 522.54399999999998 523.35299999999995 524.19299999999998 525.00199999999995 525.99299999999994 527.02299999999991 528.00799999999992 529.02999999999986 529.99799999999993 530.96600000000001 532.298 534.32799999999997 534.26799999999992 532.07799999999997

21+000-22+000

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.