3.

0 MASONRY WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
AAC Blocks 600mm x 300mm x 100mm 3,342.72 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

ABC LIGHTSTRONG LightStrong AAC Block, 450psi 18,943.00 pcs 125.00 2,367,875.00 708.37
600mm x 300mm x 100mm

QUANTITY OVER AREA 18,571.00

2% Wastage 372.00

ADHESIVE LIGHTSTRONG 6.48 sq.m / 25 kg / bag

3-4mm thk 677.00 bags 454.46 307,672.32 92.04
28pc/bag

Dowels 10mm ø .617 kg/m .83 m/sq.m 1,718.72 kgs 33.43 57,456.65 17.19

A. MATERIAL COST A ( SUB-TOTAL) 2,733,003.97 817.60

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 2,733,003.97
7. UNIT COST OF ITEM 7= 6 / QTY. 817.60
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:
Ratio 3:1
Mason 7.0 sqm/man/day 526.00 623.18 327,792.68 98.06
Helper 176.00 561.78 98,873.28 29.58

b. LABOR COST ( SUB-TOTAL) 426,665.96 127.64

TOTAL DIRECT COST B = (a + b) 426,665.96
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 426,665.96
7. UNIT COST OF ITEM 7= 6 / QTY. 127.64
TOTAL UNIT COST OF ITEM 945.24
3.0 MASONRY WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
AAC Blocks 600mm x 300mm x 150mm 3,342.72 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

ABC LIGHTSTRONG LightStrong AAC Block, 450psi 18,943.00 pcs 217.00 4,110,631.00 1,229.73
600mm x 300mm x 150mm

QUANTITY OVER AREA 18,571.00

2% Wastage 372.00

ADHESIVE LIGHTSTRONG 6.48 sq.m / 25 kg / bag

3-4mm thk 1,052.00 bags 454.46 478,096.43 143.03
18pc/bag

Dowels 10mm ø .617 kg/m .83 m/sq.m 1,718.72 kgs 33.43 57,456.65 17.19

A. MATERIAL COST A ( SUB-TOTAL) 4,646,184.08 1,389.94

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 4,646,184.08
7. UNIT COST OF ITEM 7= 6 / QTY. 1,389.94
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:
Ratio 3:1
Mason 7.0 sqm/man/day 526.00 623.18 327,792.68 98.06
Helper 176.00 561.78 98,873.28 29.58

b. LABOR COST ( SUB-TOTAL) 426,665.96 127.64

TOTAL DIRECT COST B = (a + b) 426,665.96
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 426,665.96
7. UNIT COST OF ITEM 7= 6 / QTY. 127.64
TOTAL UNIT COST OF ITEM 1,517.58
PROJECT: TOYOFLEX CEBU MEDICAL FACTORY 2 (M2)
SUBJECT: AAC BLOCKS AND CHB COST COMPARISON

ITEM AAC LIGHTSTONG BLOCKS CONCRETE HOLLOW BLOCKS

DESCRIPTION
NO. MATERIAL LABOR TOTAL MATERIAL LABOR TOTAL
A. COST
1.0 MASONRY WORKS
1.1 100mmthk Wall including necessary preparations for Laying 799.61 815.64 1,615.25 573.70 831.09 1,404.79
1.2 150mmthk Wall including necessary preparations for Laying 1,181.60 815.64 1,997.24 794.65 831.09 1,625.74
1.3 Lintel Beam 404.24 623.26 1,027.50 404.24 623.26 1,027.50
1.4 Stiffener Column 404.24 623.26 1,027.50 404.24 623.26 1,027.50
2.0 PLASTERING WORKS
2.1 Plain Cement Plaster on Exterior Walls, t=25mm - - - 135.56 558.86 694.41
2.2 Plain Cement Plaster on Interior Walls, t=20mm - - - 117.57 353.44 471.01
2.3 Skimcoat on AAC Surface (one side) 61.59 87.45 149.04 - - -
B. DIMENSION 600mm x 900mm 200mm x 400mm
C. PRODUCTIVITY
1.0 Manpower Ratio (Skilled : Helper ) 3:2 6:3
2.0 Installation of Masonry Material 1.52 sq.m/man-day 1.35 sq.m/man-day
3.0 Plastering/Skimcoat 5.06 sq.m/man-day 3.38 sq.m/man-day
D. CURING
1.0 Skimcoat Application 24 hours n/a
2.0 Plastering n/a -
2.1 Scratch Coat - 24 hours
2.2 Brown Coat - 24 hours
2.3 Top Coat - 24 hours
Subject: Direct Workers

Area (m2) Manpower Duration (day) Productivity

Item No. Location
CHB Plaster skilled Helper CHB Plaster CHB Plaster

Ground Floor
1.0 Transformer Room 52.93 105.86 5 3 7 3 0.95 4.41

2.0 EE room 134.38 268.76 5 3 7 6 2.40 5.60

3.0 Stair 4 66.97 83.71 3 2 7 3 1.91 5.58

Second Floor
4.0 Y3/X3-x5 139.85 251.73 10 5 5 3 1.86 5.59

5.0 EE room 98.66 197.32 5 3 6 6 2.06 4.11

6.0 Stair 4 74.35 59.48 3 2 6 2 2.48 5.95

Third Floor
7.0 EE room 28.01 56.02 4 2 7 4 0.67 2.33

8.0 Stair 4 14.28 0.00 3 2 3 0 0.95 0.00

Roofdeck
9.0 Roofdeck 81.72 151.18 10 3 15 8 0.42 1.45

10.0 Machine Room 13.49 26.98 5 3 4 3 0.42 1.12

11.0 Stair 2 17.00 34.00 5 3 3 4 0.71 1.06

721.65 1,235.05 6.00 3.00 Average: 1.35 3.38

Tiling Manpower Duration

Item No. Location Productivity
(m2) skilled Helper (day)

Ground Floor
1.0 Shoe Change X9 43.21 3 1 3 3.60

2.0 Shoe Change Y3 48.88 3 1 4 3.06

3.0 Convenience Store 31.58 3 1 3 2.63

4.0 Storage 15.54 3 1 1 3.89

Second Floor
5.0 Male Toilet Annex 23.03 3 2 7 0.66

6.0 Female Toilet Annex 27.01 3 2 7 0.77

Stair
7.0 Stair 1 462.60 5 3 30 1.93
Average: 2.36

Area (m2) Manpower Duration (day) Productivity

Item No. Location
AAC Skimcoat skilled Helper AAC Skimcoat AAC Skimcoat

Third Floor
1.0 EE Room 21.57 21.57 3 1 4 1 1.35 5.39

2.0 3rdF Annex Toilets 134.66 118.33 3 2 16 5 1.68 4.73

79.00 70.00 3.00 2.00 Average: 1.52 5.06

Prepared by:

Junaisah Macalabo
3.0 MASONRY WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
AAC Blocks 600mm x 900mm x 100mm 215.39 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

ABC LIGHTSTRONG LightStrong AAC Block, 450psi 411.00 pcs 379.69 156,051.56 724.51
600mm x 900mm x 100mm

QUANTITY OVER AREA 399.00

3% Wastage 12.00

ADHESIVE LIGHTSTRONG 6.48 sq.m / 25 kg / bag

3-4mm thk 26.00 bags 446.43 11,607.14 53.89

Dowels 10mm ø .617 kg/m .83 m/sq.m 110.75 kgs 33.43 3,702.25 17.19

Foam Sheet (10mmW-2 sides) 1.2mx2.4mx3/4" thk 2.88 m2 .01 m2 2.00 pcs 433.04 866.08 4.02
288 lm 0.96 lm/m2

A. MATERIAL COST A ( SUB-TOTAL) 172,227.04 799.61

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 172,227.04
7. UNIT COST OF ITEM 7= 6 / QTY. 799.61
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:
Ratio 3:2
Mason 1.52 sqm/man-day 3.00 48.00 day 760.00 109,440.00 508.10
Helper 2.00 48.00 day 690.00 66,240.00 307.54

b. LABOR COST ( SUB-TOTAL) 175,680.00 815.64

TOTAL DIRECT COST B = (a + b) 175,680.00
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 175,680.00
7. UNIT COST OF ITEM 7= 6 / QTY. 815.64
TOTAL UNIT COST OF ITEM 1,615.24
3.0 MASONRY WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
AAC Blocks 600mm x 900mm x 100mm 215.39 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

ABC LIGHTSTRONG LightStrong AAC Block, 450psi 411.00 pcs 562.50 231,187.50 1,073.34
600mm x 900mm x 150mm

QUANTITY OVER AREA 399.00

3% Wastage 12.00

ADHESIVE LIGHTSTRONG 6.48 sq.m / 25 kg / bag

3-4mm thk 42.00 bags 446.43 18,750.00 87.05

Dowels 10mm ø .617 kg/m .83 m/sq.m 110.75 kgs 33.43 3,702.25 17.19

Foam Sheet (10mmW-2 sides) 1.2mx2.4mx3/4" thk 2.88 m2 .01 m2 2.00 pcs 433.04 866.08 4.02
288 lm 0.96 lm/m2

A. MATERIAL COST A ( SUB-TOTAL) 254,505.83 1,181.60

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 254,505.83
7. UNIT COST OF ITEM 7= 6 / QTY. 1,181.60
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:
Ratio 3:2
Mason 1.52 sqm/man-day 3.00 48.00 day 760.00 109,440.00 508.10
Helper 2.00 48.00 day 690.00 66,240.00 307.54

b. LABOR COST ( SUB-TOTAL) 175,680.00 815.64

TOTAL DIRECT COST B = (a + b) 175,680.00
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 175,680.00
7. UNIT COST OF ITEM 7= 6 / QTY. 815.64
TOTAL UNIT COST OF ITEM 1,997.24
3.0 MASONRY WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
AAC Blocks 600mm x 1200mm x 100mm 3,342.72 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

ABC LIGHTSTRONG LightStrong AAC Block, 450psi 4,736.00 pcs 525.00 2,486,400.00 743.83
600mm x 1200mm x 100mm

QUANTITY OVER AREA 4,643.00

2% Wastage 93.00

ADHESIVE LIGHTSTRONG 6.48 sq.m / 25 kg / bag

3-4mm thk 296.00 bags 454.46 134,521.43 40.24

Dowels 10mm ø .617 kg/m .83 m/sq.m 1,718.72 kgs 33.43 57,456.65 17.19

A. MATERIAL COST A ( SUB-TOTAL) 2,678,378.08 801.26

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 2,678,378.08
7. UNIT COST OF ITEM 7= 6 / QTY. 801.26
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:
Ratio 3:1
Mason 7.0 sqm/man/day 526.00 623.18 327,792.68 98.06
Helper 176.00 561.78 98,873.28 29.58

b. LABOR COST ( SUB-TOTAL) 426,665.96 127.64

TOTAL DIRECT COST B = (a + b) 426,665.96
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 426,665.96
7. UNIT COST OF ITEM 7= 6 / QTY. 127.64
TOTAL UNIT COST OF ITEM 928.90
4.0 PLASTERING WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
Skim Coat on Exposed AAC Block Surface 273.35 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

BOSTIK ULTRAFINO GRAY thickness: 2mm @ 10sq.m/bag 54.00 bag 311.79 16,836.43 61.59
applications: 2

A. MATERIAL COST A ( SUB-TOTAL) 16,836.43 61.59

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 16,836.43
7. UNIT COST OF ITEM 7= 6 / QTY. 61.59
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:

TRINE including preliminaries 273.35 87.45 23,904.32 87.45

b. LABOR COST ( SUB-TOTAL) 23,904.32 87.45

TOTAL DIRECT COST B = (a + b) 23,904.32
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 23,904.32
7. UNIT COST OF ITEM 7= 6 / QTY. 87.45
TOTAL UNIT COST OF ITEM 149.04
3.0 MASONRY WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
3.4 Lintel Beam 23.38 lm
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

Lintel Beam t= 0.15m - -

w= 0.3m
Clear Span = 3.0m
Allowance 10%

Site Mix
Cement 9.000 bag / cu.m 11.00 bag 183.04 2,013.39 86.12
Sand 0.060 cu.m / bag 0.66 cu.m 1,400.00 924.00 39.52
Gravel 0.070 cu.m / bag 0.77 cu.m 1,205.36 928.12 39.70
Admixture 0.500 L / bag 5.50 L 75.89 417.40 17.85

Horizontal Bars 12 mm dia .888 kg/m 4.00 pc 91.35 kgs 33.94 3,100.43 132.61
Ties 10 mm dia @ 250mm o.c .617 kg/m 94.00 pc 57.42 kgs 33.94 1,948.77 83.35
Tie Wires #16 G.I Wire 2% 35 kg/roll 0.09 roll 1,400.00 119.01 5.09

A. MATERIAL COST A ( SUB-TOTAL) 9,451.13 404.24

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 9,451.13
7. UNIT COST OF ITEM 7= 6 / QTY. 404.24
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:
TRINE including preliminaries lm 23.38 623.26 14,571.82 623.26

b. LABOR COST ( SUB-TOTAL) 14,571.82 623.26

TOTAL DIRECT COST B = (a + b) 14,571.82
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 14,571.82
7. UNIT COST OF ITEM 7= 6 / QTY. 623.26
TOTAL UNIT COST OF ITEM 1,027.50
3.0 MASONRY WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
3.5 Stiffener Column 39.38 lm
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

Stiffener Column t= 0.15m - -

w= 0.3m
Clear Span = 3.0m
Allowance 10%

Site Mix
Cement 9.000 bag / cu.m 18.00 bag 183.04 3,294.64 83.66
Sand 0.060 cu.m / bag 1.08 cu.m 1,400.00 1,512.00 38.40
Gravel 0.070 cu.m / bag 1.26 cu.m 1,205.36 1,518.75 38.57
Admixture 0.500 L / bag 9.00 L 75.89 683.01 17.34

Horizontal Bars 12 mm dia .888 kg/m 4.00 pc 153.87 kgs 33.94 5,222.20 132.61
Ties 10 mm dia @ 300mm o.c .617 kg/m 132.00 pc 80.63 kgs 33.94 2,736.57 69.49
Tie Wires #16 G.I Wire 2% 35 kg/roll 0.13 roll 1,400.00 187.60 4.76

A. MATERIAL COST A ( SUB-TOTAL) 15,154.76 384.83

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 15,154.76
7. UNIT COST OF ITEM 7= 6 / QTY. 384.83
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:
TRINE including preliminaries lm 39.38 623.26 24,543.98 623.26

b. LABOR COST ( SUB-TOTAL) 24,543.98 623.26

TOTAL DIRECT COST B = (a + b) 24,543.98
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 24,543.98
7. UNIT COST OF ITEM 7= 6 / QTY. 623.26
TOTAL UNIT COST OF ITEM 1,008.09
3.0 MASONRY WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
3.1 100mm Thk CHB including mortar and reinforcements 215.39 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

FBL BLOCKS CHB 4" (750PSI) 2,882.00 pcs 21.43 61,757.14 286.72

QUANTITY OVER AREA 2,693.00 pcs

7% Wastage 189.00 pcs

MORTAR Ratio 1:3

Cement 0.522 bag/sq.m 120.00 bags 183.04 21,964.29 101.97
Sand 0.044 cu.m/sq.m 10.03 cu.m 1,400.00 14,035.46 65.16

Verical Bars 10 mm dia @ 400mm o.c .617 kg/m 2.93 m/sq.m 416.64 kgs 33.94 14,140.80 65.65
Horizontal Bars 10 mm dia every 3rd layer .617 kg/m 2.15 m/sq.m 305.73 kgs 33.94 10,376.35 48.17
Tie Wires #16 G.I Wire 30cm long Tie .047kg/m2 .001roll/m2 0.3095 roll 1,400.00 433.28 2.01

Foam Sheet (10mmW-2 sides) 1.2mx2.4mx3/4" thk 2.88 m2 .01 m2 2.00 pcs 433.04 866.08 4.02
288 lm 0.96 lm/m2

A. MATERIAL COST A ( SUB-TOTAL) 123,573.40 573.70

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 123,573.40
7. UNIT COST OF ITEM 7= 6 / QTY. 573.72
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:
Ratio 6:3
Mason 1.35 sqm/man-day 6.00 27.00 day 760.00 123,120.00 571.61
Helper 3.00 27.00 day 690.00 55,890.00 259.48

b. LABOR COST ( SUB-TOTAL) 179,010.00 831.09

TOTAL DIRECT COST B = (a + b) 179,010.00
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 179,010.00
7. UNIT COST OF ITEM 7= 6 / QTY. 831.10
TOTAL UNIT COST OF ITEM 1,404.82
3.0 MASONRY WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
3.2 150mm Thk CHB including mortar and reinforcements 215.39 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

FBL BLOCKS CHB 6" (750PSI) 2,882.00 pcs 22.32 64,330.36 298.67

QUANTITY OVER AREA 2693.00 pcs

7% Wastage 189.00 pcs

MORTAR Ratio 1:3

Cement 1.018 bag/sq.m 235.00 bags 183.04 43,013.39 199.70
Sand 0.084 cu.m/sq.m 19.45 cu.m 1,400.00 27,232.02 126.43

Verical Bars 12 mm dia @ 400mm o.c .888 kg/m 2.93 m/sq.m 599.64 kgs 33.94 20,351.75 94.49
Horizontal Bars 12 mm dia every 3rd layer .888 kg/m 2.15 m/sq.m 440.01 kgs 33.94 14,933.88 69.33
Tie Wires #16 G.I Wire 30cm long Tie .047kg/m2 .001roll/m2 0.3095 roll 1,400.00 433.28 2.01

Foam Sheet (10mmW-2 sides) 1.2mx2.4mx3/4" thk 2.88 m2 .01 m2 2.00 pcs 433.04 866.08 4.02
288 lm 0.96 lm/m2

A. MATERIAL COST A ( SUB-TOTAL) 171,160.75 794.65

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 171,160.75
7. UNIT COST OF ITEM 7= 6 / QTY. 794.66
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:
Ratio 6:3
Mason 1.35 sqm/man-day 6.00 27.00 day 760.00 123,120.00 571.61
Helper 3.00 27.00 day 690.00 55,890.00 259.48

b. LABOR COST ( SUB-TOTAL) 179,010.00 831.09

TOTAL DIRECT COST B = (a + b) 179,010.00
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 179,010.00
7. UNIT COST OF ITEM 7= 6 / QTY. 831.10
TOTAL UNIT COST OF ITEM 1,625.75
5.0 PLASTERING WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
5.1 Plain Cement Plaster on Exterior Walls, t=25mm 273.35 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

Area for Plastering 273.35 sq.m

PLASTER Ratio 1:3

Cement 0.30 bag / m2 82.01 bags 183.04 15,009.84 54.91
Sand 0.025 cu.m / m2 6.83 cu.m 1,400.00 9,567.25 35.00

Chicken Wiremesh 3/4" x 4' x 30/roll 36 sq.m/roll 8.12 roll 1,535.71 12,477.02 45.64

A. MATERIAL COST A ( SUB-TOTAL) 37,054.11 135.56

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 37,054.11
7. UNIT COST OF ITEM 7= 6 / QTY. 135.56
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:

TRINE including preliminaries 273.35 558.86 152,763.01 558.86

b. LABOR COST ( SUB-TOTAL) 152,763.01 558.86

TOTAL DIRECT COST B = (a + b) 152,763.01
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 152,763.01
7. UNIT COST OF ITEM 7= 6 / QTY. 558.86
TOTAL UNIT COST OF ITEM 694.41
5.0 PLASTERING WORKS
ITEM NO. NAME OF B.Q. ITEM QUANTITY UNIT
5.2 Plain Cement Plaster on Interior Walls, t=20mm 273.35 sq.m
A. MATERIAL COST UNIT PRICE
NAME SPECIFICATION DIMENSION QTY. UNIT UNIT PRICE AMOUNT COMPOMENT

Area for Plastering 273.35 sq.m

PLASTER Ratio 1:3

Cement 0.24 bag / m2 65.60 bags 183.04 12,007.88 43.93
Sand 0.020 cu.m / m2 5.47 cu.m 1,400.00 7,653.80 28.00

Chicken Wiremesh 3/4" x 4' x 30/roll 36 sq.m/roll 8.12 roll 1,535.71 12,477.02 45.64

A. MATERIAL COST A ( SUB-TOTAL) 32,138.69 117.57

WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF A 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF A 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (A+1) 0.00
3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (A + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3+4 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= A+5 32,138.69
7. UNIT COST OF ITEM 7= 6 / QTY. 117.57
B. OTHER COST
a. EQUIPMENT COST
NAME/MODEL NO. OF DAILY/HR. UNIT PRICE
CAPACITY HP. PROD. RATE UNITS UNIT UNIT RATE AMOUNT COMPOMENT

a. EQUIPMENT COST ( SUB-TOTAL) 0.00 0.00

b. LABOR COST
DESIGNATION NO. OF NO. OF DAILY/HR. UNIT PRICE
PROD. RATE UNITS HOURS RATE AMOUNT COMPOMENT

Labor by:

TRINE including preliminaries 273.35 353.44 96,612.82 353.44

b. LABOR COST ( SUB-TOTAL) 96,612.82 353.44

TOTAL DIRECT COST B = (a + b) 96,612.82
WORK DAYS 1. OVERHEAD/CONTINGENCIES/MISCL.
TO COMPLETE 1.1 Mark up due to cost flactuation 1.1 = 0% OF B 0.00
1.2 Indirect Cost and Site Expenses 1.2 = 0% OF B 0.00
2. CONTRACTOR'S PROFIT 2 = 0% OF (B+1) 0.00
#DIV/0! 3. TOTAL MARK UP 3 = 1+2 0.00
4. VALUE ADDED TAX 4 = 0% OF (B + 3) 0.00
5. TOTAL INDIRECT COST 5 = 3 0.00

SIGNATURE
6. TOTAL COST OF ITEM 6= B+5 96,612.82
7. UNIT COST OF ITEM 7= 6 / QTY. 353.44
TOTAL UNIT COST OF ITEM 471.01