required to fill out BoQ sheet which at least contains the information below.

Item	Description	Quantity	Unit	Rate	Total
	PREAMBLES
	Blanks to be filled out...
	GENERAL
	Blanks to be filled out...
	EARTHWORKS
	Cut volume for proposed level		m3
	Fill volume for proposed level		m3
	ROAD PAVEMENT
	Stabilized crushed stone - 50 mm		m2
	Compacted gravel base - 100 mm		m2
	Subbase - 600 mm		m2
	Interlocking paving block - 60 mm		m2
	Coarse sand bedding - 50 mm		m2
	Mass concrete subbase - 100 mm		m2
	Concrete curb - 150 mm x 250 mm		m3

2. Measurement details (60%)

2.1 Please present the tables below in the assessment.

For road:In the table, '+' is cut, and '-' is fill

Depth matrix	A	B	C	D	E	F	G	H
1
2
Depth matrix	I	J	K	L	M	N	O	P
1
2

For building pad:In the table, '+' is cut, and '-' is fill

Depth matrix	a	b	c	d
1
2
3

2.2 Please demonstrate the calculation steps for each grid by grid method, average end area method, or prismoidal method.

2.3 Please fill out the table below to indicate the cut and fill schedules.

Topography - Road	Cut	Fill	Net cut/fill
Topography - Building	Cut	Fill	Net cut/fill
Topography - Total	Cut	Fill	Net cut/fill

2.4 Please present the screenshot of your measurement for Part 2 Road pavement, if you use software (i.e. CostX) to do so. Otherwise,

125000 LEGEND: ROAD CENTRAL LINE 500 8700 500 CONTOUR LINE OF ORIGINAL TOPOGRAPHY GRAVEL ROAD 500 (SEE CROSS SECTION DESIGN ELEVATION DRAWING FOR DETAILS) 1000 500 NOTE: 30000 BUILDING BUILDING BUILDING LOT 1 LOT 2 LOT 3 1. UNIT: mm 500 500 500 15000 15000 15000 PROPOSED ROAD AND BUILDING LOT LAYOUTHARD SHOULDER ROAD WAY SIDEWALK 1200 3000 3000 NOTE: 1. UNIT: mm 1500 750 T k CONCRETE CURB 150mm x 250mm SUBBASE 600mm CROSS SECTION FOR GRAVEL ROAD STABILIZED CRUSHED STONE 50mm COMPACTED GRAVEL BASE 100mm INTERLOCKING PAVING BLOCK 60mm COARSE SAND BEDDING 50mm MASS CONCRETE SUBBASE 100mm 1. Drawing a grid at 8.7m intervals both ways for road 2. Drawing a grid at 15m intervals both ways for building pad Grid level matrix A B C D E F G H Grid level matrix a b C D 0.24 0.52 0.70 0.89 0.97 0.97 0.98 0.99 1.03 1.05 1.06 1.02 2 0.22 0.50 0.68 0.90 1.02 1.04 1.05 1.06 2 0.62 0.70 0.77 0.88 Grid level matrix 3 K L M N 0.15 O 0.18 0.18 P 0.20 1.00 0.90 0.94 0.7 0.54 0.4 0.10 0 2 1.06 1.04 1.02 0.96 0.73 0.49 0.24 0 125000 B LEGEND: C D E F G H J K L M N O 500 - ROAD CENTRAL LINE 8700 b 500 CONTOUR LINE OF ORIGINAL TOPOGRAPHY 8/00 GRAVEL ROAD 500 SEE CROSS SECTION DESIGN ELEVATION DRAWING FOR DETAILS) 1000 500 30000 BUILDING BUILDING BUILDING N LOT 1 NOTE: LOT 2 LOT 3 1. UNIT: mm 500 500 500 1500 2 15000 15000 15000 PROPOSED ROAD AND BUILDING LOT LAYOUT