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Project : MAGULON BHS
Location : Magulon, Lamut, Ifugao
Procuring Entity : Provincial Local Government Unit of Ifugao
Date of Bid : __________________________________
Item Unit QuantityUnit
Cost (P)Total
I Preliminaries/General requirements:
1. Project Billboard lot 1.00
II Civil Works
a. Earthworks
a.1. Excavation m 47.89
a.2. Backfilling & Compaction m 34.20
a.3. Gravel Bedding m 7.99
a.4 Soil Poisoning m 174.60
b. Concreting Works m 29.44
c. Rebar Works & Tie Wire kgs 4,416.98
d. Formworks & Scaffolding
e. Carpentry Works
e.1 Door Jamb bd.ft 150.22e.2 Ceiling joists & hanger m 90.42
e.3 Ceiling board m 90.42
e.4 Fascia board l.m. 36.00
e.5 Moulding l.m. 84.03
e.6 Wood Louver Ventilation sets 2.00
f. Roof Framing
f.1 Truss bd.ft 326.00
f.2 Rafter bd.ft 206.00
f.3 Purlins m 110.00
g. Roofing Works
g.1 Corrugated GI Roof m 110.00
g.2 Plain GI Ridge Roll & Flashing l.m 53.00
h. Masonry Works m 176.27
i. Plastering & Finishing
i.1 Walls m 346.50
i.2 Columns & Beams m 68.25
j. Doors & Windows
j.1 Doors m 16.80
j.2 Windows m 16.20
k. Tileworks m 29.97
l. Painting and Varnishing
l.1 Ceiling
l.1.1 Ground Floor Ceiling m 90.42l.1.2 Basement Floor Ceiling m 22.91
l.2 Walls, Columns & Beams m 414.75
III SANITARY WORKS
a.1 Sewerage System lot 1.00
a.2 Water Lines & Fittings lot 1.00
a.3 Sanitary Fixtures & Accessories lot 1.00
IV ELECTRICAL WORKS lot 1.00
Total, Direct Cost
V Indirect Cost
VI Total (Direct Cost and Indirect Cost)
VII Value Added Tax (8.50%)
Description
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Project : MAGULON BHS
Location : Magulon, Lamut, Ifugao
Procuring Entity : Provincial Local Government Unit of Ifugao
Date of Bid : __________________________________
Item Unit QuantityUnit
Cost (P)Total (P)Description
Prepared by : Approved by :
GERLIE B. ASENIERO JOEL BAUTISTA
Cost Engineer Head - PDT
TOTAL ESTIMATED COST
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D
NAME OF CONTRACT : Type of Project
Construction of Magulon BHS Type of Structure/s
Project Length 9.00
Location of Contract : Magulon, Lamut, Ifugao Project Width 7.00
Source of Fund : EC Grant Floor Area/Area 63.00
Appropriation : No. of Culverts
Limits : No. of Span/Storey 2.00
Mode of Implementati Straight Contract Straight Contract Duration 90
Contract Brief: Construction of Barangay Health Station
EQUIPMENT REQUIREMENT
DESCRIPTION available required DESCRIPTIO available
Item
No. %TAGE UNIT QUANTITY UNIT COST AM
I Preliminaries/General requirements:
1. Project Billboard 0.08 lot 1.00 1,012.00
II CIVIL WORKS
a.1. Excavation 0.98 m 47.89 263.37
a.2. Backfilling & Compaction 0.91 m 34.20 340.44
a.3. Gravel Bedding 1.11 m 7.99 1,789.62
a.4 Soil Poisoning 0.81 m 174.60 59.61
b. Concreting Works 13.89 m 29.44 6,068.15
c. Rebar Works & Tie Wire 16.14 kgs 4,416.98 46.99
d. Formworks & Scaffolding 9.54 m 201.82 607.81
e. Carpentry Works
e.1 Door Jamb 0.84 bd.ft 150.22 71.77
e.2 Ceiling joists & hanger 1.88 m 90.42 267.11
e.3 Ceiling board 1.28 m 90.42 182.70
e.4 Fascia board 0.48 l.m. 36.00 171.79
e.5 Moulding 0.26 l.m. 84.03 40.05
e.6 Wood Louver Ventilation 0.10 sets 2.00 625.55
e.7 Lavatory cabinet door(flush door type) & 0.63 lot 1.00 8,115.82e.8 Counter Top(Midwife Station) 0.29 lot 1.00 3,686.63
f. Roof Framing
1.70 bd.ft 326.00 66.89
1.10 bd.ft 206.00 68.96
1.18 m 110.00 138.20
g. Roofing Works
g.1 Corrugated GI Roof 2.65 m 110.00 310.05
g.2 Plain GI Ridge Roll & Flashing 0.63 l.m 53.00 151.91
h. Masonry Works 9.33 m 176.27 680.81
i. Plastering & Finishing
6.35 m 346.50 235.46i.2 Columns & Beams 1.54 m 68.25 289.64
j Doors & Windows 0 00
a. Earthworks
f.1 Truss
f.2 Rafter
f.3 Purlins
i.1 Walls
Php 1,000,000.00
ESTIMATED PROJECT COS
WORK TO BE DONE
Republic of the Philippines
Province of Ifugao
OFFICE OF THE PROVINCIAL ENGINEER
Lagawe, Ifugao
PROGRAM OF WORK
Buil
Split
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a.3 Sanitary Fixtures & Accessories 2.25 lot 1.00 28,935.61
IV ELECTRICAL WORKS 6.80 lot 1.00 87,429.21
COST % TAGE EXPENDITURES
1. Material Cost A. Estimated Contract Cost
2. Equipment Expense (Direct Cost + Indirect Cost)
3. Labor Cost B. Estimated Prov'l. Gov't. Expenses:
4. Hauling Cost B.1 Administrative Overhead
5. Mob./Demob. Cost B.2 Engineering Overhead
6. Total Contract Cost B.3 Quaity Control
7. Prov'l. Gov't. Expenses B.4 ROW/Site Acquisition
8. Reserve/Contingency B.5 Contingencies/Reserved
9. Appropriation D. Total Estimated Project Cost
Prepared by: Reviewed by:
JONATHAN D. PAHIGON JULIAN B. DULAWAN
Engineer III
Approved:
Prov'l Health Officer II Prov'l Engineer Prov'l Governor
1,2
ssistant Prov'l Enginee
Recommending Approval:
MARY JO P. DULAWAN MD.MHA. ORLANDO D. SAROL TEODORO B. BAGUILAT
1,2
BREAKDOWN OF ESTIMATES
EXPENDITURES
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T E
m
m
sq.m
CD
required
OUNT
1,012.00
12,613.32
11,643.05
14,300.85
10,407.91
178,621.30
207,553.89
122,666.69
10,781.58
24,152.09
16,519.73
6,184.44
3,365.40
1,251.10
8,115.823,686.63
21,806.14
14,205.76
15,202.00
34,105.50
8,051.23
120,006.38
81,585.7119,767.93
15,202.00
81,585.7119,767.93
8,051.23
120,006.38
3,365.40
1,251.10
14,205.76
34,105.50
21,806.14
122,666.69
10,781.58
24,152.09
16,519.73
6,184.44
12,613.32
14,300.85
178,621.30
207,553.89
11,643.05
10,407.91
1,012.00
3,686.638,115.82
ing
ype
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28,935.61
87,429.21
1,285,596.74
JR.
87,429.21
28,935.61
85,596.74
JR.
85,596.74
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Name of Project : MAGULON BHS
Location : Magulon, Lamut, Ifugao
Appropriation : Php 1,000,000.00
Source of Fund : EC Grant
Item no.
I Preliminaries/General requirements: QTY = 1 lot
1. Project Billboard Unit Qty Unit Price Amountlot 1 800 800
Direct Cost = 800.00
II CIVIL WORKS
a. Earthworks
a.1. Excavation QTY = 47.89 m
Column Footing = 18.96 m
Wall Footing = 7.80 m
Basement Floor = 8.40 m
Stair Footing = 0.42 m
Septic Tank = 12.31 m
Labor Cost:
Prod. Rate = 1.5 m/man-day
Employ = 1 Foreman
= 5 Laborers
Duration = 6.39 say 6.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 6.5 2,073.50
Laborers 5 243 6.5 7,897.50
9,971.00
Direct Cost = 9,971.00
a.2. Backfilling & Compaction QTY = 34.20 m
Labor Cost:(Placing)Prod. Rate = 2.75 m/man-day
Employ = 1 Foreman
= 5 Laborers
Duration = 2.49 say 2.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 2.5 797.5
Laborers 5 243 2.5 3,037.50
3,835.00
Labor Cost:(Compaction)
Prod. Rate = 2 m/man-day
Employ = 1 Foreman
= 5 LaborersDuration = 3.42 say 3.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 3.5 1,116.50
Laborers 5 243 3.5 4,252.50
5,369.00
Direct Cost = 9,204.00
a.3. Gravel Bedding QTY = 7.99 m
Material Cost:
D E T A I L E D E S T I M A T E S
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Description Unit Qty Unit Cost Amount
Gravel m 8 1312.50 10,500.00
Labor Cost:(Placing)
Prod. Rate = 4 m/man-day
Employ = 1 Foreman
= 2 Laborers
Duration = 1 say 1 days
Description No. Rate No. of Days Amount
Foreman 1 319 1 319.00
Laborers 2 243 1 486.00
805.00
Direct Cost = 11,305.00
a.4 Soil Poisoning QTY = 174.60 m
Column footing = 81.84 m
Wall footing = 31.50 m
Stair footing & pedestal = 2.04 m
Basement floor slab = 22.01 m
Ground Floor slab = 37.21 m
Material Cost:
Description Unit Qty Unit Cost Amount
Soil Poison (Termite-X) liters 5 921.00 4,605.00
Labor Cost:
Prod. Rate = 20 m/man-day
Employ = 1 Foreman
2 Laborers
Duration = 4.37 say 4.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 4.5 1,435.50
Laborers 2 243 4.5 2,187.003,622.50
Direct Cost = 8,227.50
b. Concreting Works QTY = 29.44 m
Column footing = 4.39 m
Wall footing = 2.40 m
Stair footing & pedestal = 0.26 m
Column = 5.69 m
Basement floor slab = 2.20 m
Ground floor slab = 5.63 m
Ground floor beams = 2.60 m
Roof beams = 2.51 m
Lintel beams = 0.96 mCantilever beam = 0.21 m
Stair 1 and landing(above) = 1.15 m
Stair 2 = 0.63 m
Lavatory Counter = 0.37 m
Septic tank's slab and cover = 0.43 m
Material Cost:
Description Unit Qty Unit Cost Amount
Portland Cement bags 268 252.00 67,536.00
Sand(S-1) m 15 1212.50 18,187.50
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Gravel(G-1) m 26 1312.50 34,125.00
119,848.50
Labor Cost:
Prod. Rate = 0.66 m/man-day
Employ = 1 Foreman
3 Mason
5 Laborers
Duration = 5.57 say 6 days
Description No. Rate No. of Days Amount
Foreman 1 319 6 1,914.00
Mason 3 259 6 4,662.00
Laborers 5 243 6 7,290.00
13,866.00
Equipment Cost:
Description No. Rate No. of Days Amount
1 Bagger Mixer 1 1,248 6 7,488.00
Direct Cost = 141,202.50
3,103.00
c. Rebar Works & Tie Wire QTY = 4,416.98 kgs
Column footing = 20 -16x6m= 189.40 kgs
Wall footing = 23 -10x6m= 85.10 kgs
Stair footing & pedestal = 4 -12x6m= 21.32 kgs
2 -10x6m= 7.40 kgs
Column = 96 -16x6m= 909.12 kgs
125 -10x6m= 462.50 kgs
Basement floor slab = 18 -10x6m= 66.60 kgs
Ground floor slab = 50 -12x6m= 266.50 kgs
35 -10x6m= 129.50 kgs
Basement Floor Beams(Tie Beams)= 8 -16x6m= 75.76 kgs
8 -16x7.5m= 94.72 kgs
26 -10x6m= 96.20 kgs
Ground floor beams = 18 -16x6m= 170.46 kgs
19 -16x7.5m= 224.96 kgs
61 -10x6m= 225.70 kgsRoof beams = 19 -16x6m= 179.93 kgs
28 -16x7.5m= 331.52 kgs
89 -10x6m= 329.30 kgs
Lintel beams = 10 -16x6m= 94.70 kgs
13 -10x6m= 48.10 kgs
Cantilever beam = 7 -16x6m= 66.29 kgs
8 -10x6m= 29.60 kgs
Stair 1 and landing(above) = 9 -16x6m= 85.23 kgs
8 -12x6m= 42.64 kgs
24 -10x6m= 88.80 kgs
Lavatory Counter = 10 -10x6m= 37.00 kgs
Septic tank's slab and cover = 11 -12x6m= 58.63 kgs
Material Cost:
Description Unit Qty Unit Cost Amount
16mm RSB kg 2,422.09 35.50 85,984.20
12mm RSB kg 389.09 35.50 13,812.70
10mm RSB kg 1,568.80 35.50 55,692.40
Ga #16 Tie Wire kg 66 74.00 4,884.00
155,489.29
Labor Cost:
Prod. Rate = 180 kg/man-day
Employ = 1 Foreman
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2 Steelmen
2 Laborers
Duration = 6.13 say 6.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 6.5 2,073.50
Steelmen 2 259 6.5 3,367.00
Laborers 2 243 6.5 3,159.00
8,599.50
Direct Cost = 164,088.79
d. Formworks & Scaffolding QTY = 201.82 m
Column = 72.72 m
Ground floor slab = 56.28 m
Ground floor beams = 25.00 m
Roof beams = 13.60 m
Lintel beams = 10.64 m
Cantilever beam = 2.51 m
Stair 1 and landing = 9.21 m
Stair 2 = 4.23 m
Lavatory Counter = 3.42 m
Septic tank's slab and cover = 4.22 m
Material Cost:
Description Unit Qty Unit Cost Amount
1/4" Ordinary plywood pcs 71 318.00 22,578.00
2"x2"x10' b.f. 1167 22.00 25,674.00
2"x3"x10' b.f. 750 22.00 16,500.00
Assorted CWN kg 30 79.00 2,370.00
67,122.00
Labor Cost: (Formworks fabrication & installation)
Prod. Rate = 35 m/crew-day
Employ = 1 Foreman
2 Carpenter
4 LaborersDuration = 5.77 say 6 days
Description No. Rate No. of Days Amount
Foreman 1 319 6 1,914.00
Carpenter 2 259 6 3,108.00
Laborers 4 243 6 5,832.00
10,854.00
Labor Cost: (Formworks removal)
Prod. Rate = 60 m/crew-day
Employ = 1 Foreman
1 Carpenter
2 LaborersDuration = 3.36 say 3.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 3.5 1,116.50
Carpenter 1 259 3.5 906.50
Laborers 2 243 3.5 1,701.00
3,724.00
Labor Cost: (False works Installation)
Prod. Rate = 50 bd.ft./man-day
Employ = 1 Foreman
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2 Carpenter
4 Laborers
Duration = 5.48 say 5.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 5.5 1,754.50
Carpenter 2 259 5.5 2,849.00
Laborers 4 243 5.5 5,346.00
9,949.50Labor Cost: (False works removal)
Prod. Rate = 100 bd.ft/man-day
Employ = 1 Foreman
1 Carpenter
2 Laborers
Duration = 4.79 say 5 days
Description No. Rate No. of Days Amount
Foreman 1 319 5 1,595.00
Carpenter 1 259 5 1,295.00
Laborers 2 243 5 2,430.00
5,320.00
Direct Cost = 96,969.50
e. Carpentry Works
e.1 Door Jamb QTY = 150.22 bd.ft
Material Cost:
Description Unit Qty Unit Cost Amount
D-1 (1.4mX2.1m) sets 1 1200 1,200.00
D-2 (1mX2.1m) sets 2 1000 2,000.00
D-3 (0.8mX2.1m) sets 2 1000 2,000.00
D-4 (0.8mX2.1m) sets 2 1000 2,000.00D-5 (0.7X2.1m)-incorporated in Item J.1 7,200.00
Labor Cost:
Prod. Rate = 40 bd.ft/man-day
Employ = 1 Foreman= 2 Carpenter
= 2 Laborers
Duration = 0.94 say 1 days
Description No. Rate No. of Days Amount
Foreman 1 319 1 319.00
Carpenter 2 259 1 518.00
Laborers 2 243 1 486.00
1,323.00
Direct Cost = 8,523.00
e.2 Ceiling joists & hanger QTY = 90.42 m
inside area = 56.36 moutside area = 34.06 m
e.2.1 Inside
Description Unit Qty Unit Cost Amount
7- 2"x2"x8' b.f. 19 22.00 410.67
66- 2"x2"x10' b.f. 220 22.00 4,840.00
7- 2"x2"x12' b.f. 28 22.00 616.00
14- 2"x2"x14' b.f. 65 22.00 1,437.33
Assorted CWN kg 7 79.00 553.00
7,857.00
e.2.2 Outside
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Material Cost:
Description Unit Qty Unit Cost Amount
32- 2"x2"x8' b.f. 85 22.00 1,877.33
36- 2"x2"x12' b.f. 144 22.00 3,168.00
Assorted CWN kg 3 79.00 237.00
5,282.33
Labor Cost:
Prod. Rate = 5.3 m/man-dayEmploy = 1 Foreman
= 2 Carpenter
= 2 Laborers
Duration = 4.27 say 4.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 4.5 1,435.50
Carpenter 2 259 4.5 2,331.00
Laborers 2 243 4.5 2,187.00
5,953.50
Direct Cost = 19,092.83
e.3 Ceiling board QTY = 90.42 m
inside area = 56.36 m
outside area = 34.06 m
e.3.1 Inside
Description Unit Qty Unit Cost Amount
1/4" thk Marine Plywood pcs 20 318.00 6,360.00
1" CWN kg 2 79.00 158.00
6,518.00
e.3.2 Outside
Material Cost:
Description Unit Qty Unit Cost Amount
1/4" thk Marine Plywood pcs 12 318.00 3,816.00
1" CWN kg 1 79.00 79.00
3,895.00
Labor Cost:
Prod. Rate = 12.5 m/man-day
Employ = 1 Foreman
= 2 Carpenter
= 2 Laborers
Duration = 1.81 say 2 days
Description No. Rate No. of Days Amount
Foreman 1 319 2 638.00
Carpenter 2 259 2 1,036.00
Laborers 2 243 2 972.00
2,646.00
Direct Cost = 13,059.00
e.4 Fascia board QTY = 36.00 l.m.
Material Cost:
Description Unit Qty Unit Cost Amount
8pcs-1"x12"x8' b.f. 64 22.00 1,408.00
8pcs-1"x12"x10' b.f. 80 22.00 1,760.00
Assorted CWN kg 1 79.00 79.00
3,247.00
Labor Cost: (Installation)
Prod. Rate = 10 l.m/man-day
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Employ = 1 Foreman
= 1 Carpenter
= 1 Laborers
Duration = 1.8 say 2 days
Description No. Rate No. of Days Amount
Foreman 1 319 2 638.00
Carpenter 1 259 2 518.00
Laborers 1 243 2 486.001,642.00
Direct Cost = 4,889.00
e.5 Moulding QTY = 84.03 l.m.
Material Cost:
Description Unit Qty Unit Cost Amount
Quarter round moulding pcs 36.00 50.00 1,800.00
Assorted CWN kg 0.50 79.00 39.50
1,839.50
Labor Cost:
Prod. Rate = 50 l.m/man-day
Employ = 1 Foreman
= 1 Carpenter
= 1 Laborers
Duration = 0.84 say 1 days
Description No. Rate No. of Days Amount
Foreman 1 319 1 319.00
Carpenter 1 259 1 259.00
Laborers 1 243 1 243.00
821.00
Direct Cost = 2,660.50
e.6 Wood Louver Ventilation QTY = 2.00 sets
Material Cost:
Description Unit Qty Unit Cost Amount
Ventilation set 2 350 700.00
Labor Cost:
Prod. Rate = 4 sets/man-day
Employ = 1 Foreman
= 1 Carpenter
Duration = 0.5 say 0.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 0.5 159.50
Carpenter 1 259 0.5 129.50
289.00
Direct Cost = 989.00
e.7 Lavatory cabinet door(flush door type) & jambs QTY = 1.00 lot
Material Cost:
Description Unit Qty Unit Cost Amount
2"x4"x10' b.f. 47 22.00 1,026.67
2"x3"x8' b.f. 56 22.00 1,232.00
1/4" thk Marine Plywood pcs 2 318.00 636.00
Assorted CWN kg 3 79.00 237.00
3,131.67
Labor Cost: (Fabrication & Installation)
Description No. Rate No. of Days Amount
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Foreman 1 319 4 1,276.00
Carpenter 1 259 4 1,036.00
Laborer 1 243 4 972.00
3,284.00
Direct Cost = 6,415.67
e.8 Counter Top(Midwife Station) QTY = 1.00 lot
Material Cost:
Description Unit Qty Unit Cost Amount2"x5"x8' Jambs b.f. 13 22.00 293.33
Quarter Round Moulding pcs 2 50.00 100.00
1/4" thk Clear Glass sq.ft. 16 50.00 800.00
Assorted CWN kg 1 79.00 79.00
1,272.33
Labor Cost: (Fabrication & Installation)
Description No. Rate No. of Days Amount
Foreman 1 319 2 638.00
Carpenter 1 259 2 518.00
Laborer 1 243 2 486.00
1,642.00
Direct Cost = 2,914.33
f. Roof Framing
f.1 Truss QTY = 326.00 bd.ft
Material Cost:
Description Unit Qty Unit Cost Amount
4pcs- 2"x"6"x16' Top Chord b.f. 64 22.00 1,408.00
8pcs- 2"x6"x14' Bottom Chord b.f. 112 22.00 2,464.00
1pc-2"x6"x10' King Post b.f. 10 22.00 220.00
Web Members
2pcs- 2"x6"x12' b.f. 24 22.00 528.00
2pcs- 2"x6"x10' b.f. 16 22.00 352.00
2pcs- 2"x6"8' b.f. 20 22.00 440.00
2pcs- 2"x6"x10' Collar Plate b.f. 20 22.00 440.00
2pcs-2"x6"x8' Wood Block b.f. 16 22.00 352.00
3pcs-2"x6"x10' Truss support b.f. 30 22.00 660.00
1pc- 2"x8"x10' Base plate b.f. 14 22.00 308.00Assorted CWN kg 5 79.00 395.005/8"x10" Machine Bolts w/ nuts & washer pcs 16 70 1,120.005/8"x8" Machine Bolts w/ nuts & washer pcs 52 56 2,912.00
6mm thk metal strap pcs 8 126 1,008.00
12,607.00
Labor Cost: (fabrication & installation)
Prod. Rate = 27 bd.ft/man-day
Employ = 1 Foreman
2 Carpenter
2 Laborers
Duration = 3.02 say 3.5 days
Description No. Rate No. of Days AmountForeman 1 319 3.5 1,116.50
Carpenter 2 259 3.5 1,813.00
Laborers 2 243 3.5 1,701.00
4,630.50
Direct Cost = 17,237.50
f.2 Rafter QTY = 206.00 bd.ft
Material Cost:
Description Unit Qty Unit Cost Amount
10pcs- 2"x"6"x16' Top Chord b.f. 160 22.00 3,520.00
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3pcs- 2"x6"x10' Collar Plate b.f. 30 22.00 660.00
1pc- 2"x8"x12' Base plate b.f. 16 22.00 352.00
Assorted CWN kg 4 79.00 316.00
5/8"X10" anchor bolts w/ N&W pcs 24 70.00 1,680.00
1/2"X8" anchor bolts w/ N&W pcs 20 54.00 1,080.00
5/8"X3" machine bolts w/ N&W pcs 6 21.00 126.00
6mm thk metal strap pcs 12 126 1,512.00
9,246.00
Labor Cost: (fabrication & installation)Prod. Rate = 40 bd.ft/man-day
Employ = 1 Foreman
= 2 Carpenter
= 2 Laborers
Duration = 1.29 say 1.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 1.5 478.50
Carpenter 2 259 1.5 777.00
Laborers 2 243 1.5 729.00
1,984.50
Direct Cost = 11,230.50
f.3 Purlins QTY = 110.00 m
Material Cost:
Description Unit Qty Unit Cost Amount
64pcs- 2"x"3"x10' Purlins b.f. 320 22.00 7,040.00
12pcs- 2"x2"x10' Cleats b.f. 40 22.00 880.00
Assorted CWN kg 10 79.00 790.00
8,710.00
Labor Cost:
Prod. Rate = 11.5 m/man-day
Employ = 1 Foreman
= 2 Carpenter
= 2 Laborers
Duration = 2.39 say 2.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 2.5 797.50
Carpenter 2 259 2.5 1,295.00
Laborers 2 243 2.5 1,215.00
3,307.50
Direct Cost = 12,017.50
g. Roofing Works
g.1 Corrugated GI Roof QTY = 110.00 m
Material Cost:
Description Unit Qty Unit Cost Amount
Ga #26 Corrugated GI Roofing(10ft length) lin.ft 320 32.50 10,400.00
Ga #26 Corrugated GI Roofing(8ft length) lin.ft 256 32.50 8,320.00
Umbrella Nail kgs 12 105.00 1,260.00 19,980.00
Labor Cost:
Prod. Rate = 5.3 m/man-day
Employ = 1 Foreman
4 Carpenter
4 Laborers
Duration = 2.59 say 3 days
Description No. Rate No. of Days Amount
Foreman 1 319 3 957.00
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Carpenter 4 259 3 3,108.00
Laborers 4 243 3 2,916.00
6,981.00
Direct Cost = 26,961.00
g.2 Plain GI Ridge Roll & Flashing QTY = 53.00 l.m
Material Cost:
Description Unit Qty Unit Cost Amount
Ga #26 Pre-fab Flashing(8' length) pcs 20 162.00 3,240.00Ga #26 Pre-fab Ridge Roll(15"x8' length) pcs 6 162.00 972.00
Flat head nail kg 2 84.00 168.00
4,380.00
Labor Cost:
Prod. Rate = 11.5 l.m./man-day
Employ = 1 Foreman
2 Carpenter
2 Laborers
Duration = 1.15 say 1.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 1.5 478.50
Carpenter 2 259 1.5 777.00
Laborers 2 243 1.5 729.00
1,984.50
Direct Cost = 6,364.50
h. Masonry Works QTY = 176.27 m
Basement Floor Wall(6" CHB) = 29.12 m
Basement Floor Wall(4" CHB) = 24.14 m
Ground Floor Walls(4"CHB) = 109.29 m
Lavatory (6" CHB) = 3.36 m
Septic Vault (4" CHB) = 13.72 m
Material Cost:
Description Unit Qty Unit Cost Amount
4" CHB pcs 1932 10.00 19,320.00
6" CHB pcs 427 13.75 5,871.25Portland Cement bags 111 252.00 27,972.00
Sand(S-1) m 10 1212.50 12,125.00
12mm(Horizontal & Vertical bars) kg 37.31 35.50 1,324.51
10mm(Horizontal & Vertical bars) kg 295 35.50 10,472.50
Ga #16 Tie Wire kg 6 74.00 444.00
77,529.26
Labor Cost: (4"CHB)
Prod. Rate = 3 m/man-day
Employ = 1 Foreman
3 Mason
3 Laborers
Duration = 7.41 say 7.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 7.5 2,392.50
Mason 3 259 7.5 5,827.50
Laborers 3 243 7.5 5,467.50
13,687.50
Labor Cost: (6"CHB)
Prod. Rate = 2.5 m/man-day
Employ = 1 Foreman
3 Mason
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3 Laborers
Duration = 1.94 say 2 days
Description No. Rate No. of Days Amount
Foreman 1 319 2 638.00
Mason 3 259 2 1,554.00
Laborers 3 243 2 1,458.00
3,650.00
Direct Cost = 94,866.76i. Plastering & Finishing
i.1 Walls QTY = 346.50 m
Basement Floor Walls(inside & outside) = 61.91 m
Ground Floor Walls(inside & outside) = 263.31 m
Lavatory counter top stand = 6.72 m
Septic Vault = 14.56 m
Material Cost:
Description Unit Qty Unit Cost Amount
Portland Cement pcs 104 252.00 26,208.00
Sand pcs 9 1212.50 10,912.50
37,120.50
Labor Cost:
Prod. Rate = 4 m/man-day
Employ = 1 Foreman
3 Mason
3 Laborers
Duration = 15 say 15 days
Description No. Rate No. of Days Amount
Foreman 1 319 15 4,785.00
Mason 3 259 15 11,655.00
Laborers 3 243 15 10,935.00
27,375.00
Direct Cost = 64,495.50
i.2 Columns & Beams QTY = 68.25 m
Basement Floor Columns = 23.00 mGround Floor Beams & Columns = 30.75 m
Roof Beams = 14.50 m
Material Cost:
Description Unit Qty Unit Cost Amount
Portland Cement pcs 21 252.00 5,292.00
Fine Sand pcs 2 1212.50 2,425.00
7,717.00
Labor Cost:
Prod. Rate = 2.8 m/man-day
Employ = 1 Foreman
3 Mason
2 Laborers
Duration = 5 say 5 days
Description No. Rate No. of Days Amount
Foreman 1 319 5 1,595.00
Mason 3 259 5 3,885.00
Laborers 2 243 5 2,430.00
7,910.00
Direct Cost = 15,627.00
j. Doors & Windows
j.1 Doors QTY = 16.80 m
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Computations:
D-1(2.1mx1.4m) = 2.94 m
D-2(2.1mx1.0m) = 4.20 m
D-3(2.1mx0.8m) = 3.36 m
D-4(2.1mx0.8m) = 3.36 m
D-5(2.1mx0.7m) = 2.94 m
Material Cost:
Description Unit Qty Unit Cost Amount
D-1(2.1mx1.4m Panel Type Door) sets 1 6000 6,000.00D-2(2.1mx1.0m Panel Type Door) sets 2 4000 8,000.00
D-3(2.1mx0.8m Flush Type Door) sets 2 2200 4,400.00
D-4(2.1mx0.8m Flush Type Door) sets 2 2200 4,400.00
D-5(2.1mx0.7m PVC Type Door) sets 2 1365 2,730.00
4"x4" Loose Pin Hinges pcs 21 53.00 1,113.00
Door Knob(Lever Type) sets 9 473.00 4,257.00
30,900.00
Labor Cost: (Installation of doors,hinges & door knob)
Prod. Rate = 2 m/man-day
Employ = 1 Foreman
= 2 Carpenter
= 2 Laborers
Duration = 2.1 say 2.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 2.5 797.50
Carpenter 2 259 2.5 1,295.00
Laborers 2 243 2.5 1,215.00
3,307.50
Direct Cost = 34,207.50
j.2 Windows QTY = 16.20 m
Computations:
W-1(1.5mx1.8m) = 5.4 m
W-2(1.5mx1.2m) = 7.20 m
W-3(1.2mx1.2m) = 2.88 m
W-4(0.6mx0.6m) = 0.72 mMaterial Cost:
Description Unit Qty Unit Cost Amount
W-1(1.5mx1.8m) sq.ft 58 210.00 12,201.00
W-2(1.5mx1.2m) sq.ft 77 210.00 16,266.60
W-3(1.2mx1.2m) sq.ft 31 210.00 6,505.80
W-4(0.6mx0.6m) sq.ft 8 210.00 1,627.50
3/16" Clear Glass sq.ft 174 25.00 4,357.25
Silicon pcs 20 158.00 3,160.00
Silicon Gun pcs 1 158.00 158.00
44,276.15
Labor Cost: (Installation)
Prod. Rate = 1.6 m/man-day
Employ = 1 Foreman= 2 Welders
= 2 Laborers
Duration = 2.53 say 3 days
Description No. Rate No. of Days Amount
Foreman 1 319 3 957.00
Welders 2 259 3 1,554.00
Laborers 2 243 3 1,458.00
3,969.00
Direct Cost = 48,245.15
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k. Tileworks QTY = 29.97 m
Toilet Floor Tiles = 4.20 m
Toilet Walls Tiles = 14.85 m
Lavatory = 10.92 m
Material Cost:
Description Unit Qty Unit Cost Amount
8"X8" Ceramic Tiles pcs 367.00 14.00 5,138.00Tile Trim pcs 13.00 53.00 689.00
Tile Grout(2-kg pack) bags 15 53.00 795.00
Portland Cement bags 3 252.00 756.00
Sand m 1 1212.50 1,212.50
8,590.50
Labor Cost: (Installation)
Prod. Rate = 5 m/man-day
Employ = 1 Foreman
= 1 Skilled Laborer
= 1 Laborers
Duration = 3 say 3 days
Description No. Rate No. of Days Amount
Foreman 1 319 3 957.00
Skilled Laborer 1 259 3 777.00
Laborers 1 243 3 729.00
2,463.00
Direct Cost = 11,053.50
l. Painting and Varnishing
l.1 Ceiling
l.1.1 Ground Floor Ceiling QTY = 90.42 m
Material Cost:
Description Unit Qty Unit Cost Amount
Flatwall enamel gal 5 499.00 2,495.00
Semi-gloss Quick Drying Enamel(2nd
Coat) gal 4 538.00 2,152.00
Semi-gloss Quick Drying Enamel(3rd
Coat) gal 4 538.00 2,152.00
9" Paint Roller(With Handle) set 4 168.00 672.00Paint Tray pcs 2 38.00 76.00
1" Paint Brush pcs 4 15.00 60.00
2" Paint Brush pcs 4 26.00 104.00Choco Brown (for the Moulding) gal 1 530.00 530.00
Glazing Putty gal 1 578.00 578.00
Paint thinner gal 1 273.00 273.00
Laquer Thinner gal 1 263.00 263.00
# 100 Sand Paper pcs 10 53.00 530.00
# 120 Sand Paper pcs 8 53.00 424.00
# 140 Sand Paper pcs 8 53.00 424.00
10,733.00
Labor Cost 1:(Surface Preparation)
Prod. Rate = 80 m/man-dayEmploy = 1 Foreman
= 1 Painter
= 1 Laborer
Duration = 0.57 say 1 days
Description No. Rate No. of Days Amount
Foreman 1 319 1 319.00
Painter 1 259 1 259.00
Laborer 1 243 1 243.00
821.00
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Labor Cost 2:(1st
Coat Wood Primer)
Prod. Rate = 57 m/man-day
Employ = 1 Foreman
= 1 Painter
= 1 Laborer
Duration = 0.79 say 1 days
Description No. Rate No. of Days AmountForeman 1 319 1 319.00
Painter 1 259 1 259.00
Laborer 1 243 1 243.00
821.00
Labor Cost 3:(2nd
Coat enamel paint)
Prod. Rate = 53 m/man-day
Employ = 1 Foreman
= 1 Painter
= 1 Laborer
Duration = 0.85 say 1 days
Description No. Rate No. of Days Amount
Foreman 1 319 1 319.00Painter 1 259 1 259.00
Laborer 1 243 1 243.00
821.00
Labor Cost 4:(3rd
Coat ename paint)
Prod. Rate = 50 m/man-day
Employ = 1 Foreman
= 1 Painter
= 1 Laborer
Duration = 0.9 say 1 days
Description No. Rate No. of Days Amount
Foreman 1 319 1 319.00
Painter 1 259 1 259.00
Laborer 1 243 1 243.00
821.00
Direct Cost = 14,017.00
l.1.2 Basement Floor Ceiling QTY = 22.91 m
Material Cost:
Description Unit Qty Unit Cost Amount
Flatwall Latex(1st
Coat) gal 1 448.00 448.00
Semi-gloss Latex(2nd
Coat) gal 1 518.00 518.00
Concrete Neutralizer gal 1 430.00 430.00
Masonry Putty gal 1 480.00 480.00
9" Paint Roller(With Handle) set 2 168.00 336.00
Paint Tray pcs 2 38.00 76.001" Paint Brush pcs 2 15.00 30.00
2" Paint Brush pcs 2 26.00 52.00
# 100 Sand Paper pcs 5 53.00 265.00
# 120 Sand Paper pcs 5 53.00 265.00
# 140 Sand Paper pcs 5 53.00 265.00
3,165.00
Labor Cost 1:(Surface Preparation)
Prod. Rate = 100 m/man-day
Employ = 1 Foreman
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= 1 Painter
= 1 Laborer
Duration = 0.11 say 0.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 0.5 159.50
Painter 1 259 0.5 129.50
Laborer 1 243 0.5 121.50
410.50
Labor Cost 2:(Masonry Sealer)
Prod. Rate = 57 m/man-day
Employ = 1 Foreman
= 1 Painter
= 1 Laborer
Duration = 0.46 say 0.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 0.5 159.50
Painter 1 259 0.5 129.50
Laborer 1 243 0.5 121.50
410.50
Labor Cost 3:(1st
Coat)Prod. Rate = 50 m/man-day
Employ = 1 Foreman
= 1 Painter
= 1 Laborer
Duration = 0.23 say 0.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 0.5 159.50
Painter 1 259 0.5 129.50
Laborer 1 243 0.5 121.50
410.50
Labor Cost 4:(2nd &
3rd
Coat)
Prod. Rate = 44 m/man-day
Employ = 1 Foreman
= 1 Painter
= 1 Laborer
Duration = 0.3 say 0.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 0.5 159.50
Painter 1 259 0.5 129.50
Laborer 1 243 0.5 121.50
410.50
Direct Cost = 4,807.00
l.2 Walls, Columns & Beams QTY = 414.75 m
Material Cost:
Description Unit Qty Unit Cost Amount
Flatwall Latex(1st
Coat) gal 17 448.00 7,616.00
Semi-gloss Latex(2nd
Coat) gal 17 518.00 8,806.00
Concrete Neutralizer gal 14 430.00 6,020.00
Masonry Putty gal 2 480.00 960.00
9" Paint Roller(with Handle) set 4 168.00 672.00
Paint Tray pcs 4 38.00 152.00
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1" Paint Brush pcs 2 15.00 30.00
2" Paint Brush pcs 2 26.00 52.00
# 100 Sand Paper pcs 10 53.00 530.00
# 120 Sand Paper pcs 6 53.00 318.00
# 140 Sand Paper pcs 6 53.00 318.00
25,474.00
Labor Cost 1:(Surface Preparation)
Prod. Rate = 100 m/man-day
Employ = 1 Foreman= 1 Painter
= 1 Laborer
Duration = 2.07 say 2.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 2.5 797.50
Painter 1 259 2.5 647.50
Laborer 1 243 2.5 607.50
2,052.50
Labor Cost 2:(Masonry Sealer)
Prod. Rate = 57 m/man-day
Employ = 1 Foreman
= 1 Painter
= 1 Laborer
Duration = 3.64 say 4 days
Description No. Rate No. of Days Amount
Foreman 1 319 4 1,276.00
Painter 1 259 4 1,036.00
Laborer 1 243 4 972.00
3,284.00
Labor Cost 3:(1st
Coat)Prod. Rate = 50 m/man-day
Employ = 1 Foreman
= 1 Painter
= 1 Laborer Duration = 4.15 say 4.5 days
Description No. Rate No. of Days Amount
Foreman 1 319 4.5 1,435.50
Painter 1 259 4.5 1,165.50
Laborer 1 243 4.5 1,093.50
3,694.50
Labor Cost 4:(2nd &
3rd
Coat)Prod. Rate = 44 m/man-day
Employ = 1 Foreman
= 1 Painter
= 1 Laborer
Duration = 4.71 say 5 days
Description No. Rate No. of Days Amount
Foreman 1 319 5 1,595.00
Painter 1 259 5 1,295.00
Laborer 1 243 5 1,215.00
4,105.00
Direct Cost = 38,610.00
III SANITARY WORKS
a.1 Sewerage System QTY = 1.00 lot
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Material Cost:
Description Unit Qty Unit Cost Amount
100mmx3.0m PVC pipe(Orange) pcs 6 578.00 3468
100mmx100mm wye pcs 1 189.00 189
100mmx50mm wye reducer pcs 8 189.00 1512
100mmx45 deg elbow pcs 5 189.00 945
100mm dia. clean out pcs 2 100.00 200
50mmx 3.0m pvc pipe pcs 3 368.00 1104
50mmx50mm Tee pcs 7 79.00 55350mmx90 deg elbow pcs 8 47.00 376
50mmx45 deg elbow pcs 19 47.00 893
50mm p-trap pcs 4 79.00 316
100mm x 100mm stainless, floor drain pcs 2 95.00 190
Teflon tape pcs 5 25.00 125
Solvent liter 2 180.00 360
10,231.00
Labor Cost:
Description No. Rate No. of Days Amount
Foreman 1 319 3 957.00
Plumber 2 259 3 1,554.00
Laborer 2 243 3 1,458.00
3,969.00
Direct Cost = 14,200.00
a.2 Water Lines & Fittings QTY = 1.00 lot
Material Cost:
Description Unit Qty Unit Cost Amount
13mmx6m G.I. Pipe(sch. 40) pcs 5 299.00 1495
13mm coupling pcs 2 42.00 84
13mm union pcs 2 37.00 74
13mm dia. tee pcs 14 16.00 224
13mm dia. X 90 deg elbow pcs 11 11.00 121
13mm dia. gate valve pcs 1 210.00 210
13mmx300mm nipple pcs 9 45.00 405
Wall faucet(short) pcs 2 210.00 420
Gooseneck Spout Faucet pcs 5 851.00 4255Teflon tape pcs 5 25.00 125
7,413.00
Labor Cost:
Description No. Rate No. of Days Amount
Foreman 1 319 2 638.00
Plumber 2 259 2 1,036.00
Laborer 2 243 2 972.00
2,646.00
Direct Cost = 10,059.00
a.3 Sanitary Fixtures & Accessories QTY = 1.00 lot
Material Cost:
Description Unit Qty Unit Cost AmountLavatory(Stainless) & Accessories sets 3 2100.00 6300
Lavatory(ceramic) wall hang sets 2 924.00 1848
Water closet sets 2 5040.00 10080
3/8mm (1 1/2") x 0.60m stainless steel grab bar sets 2 350.00 700
Tissue holder pcs 2 280.00 560
Soap holder pcs 2 280.00 560
Hose bib pcs 2 90.00 180
20,228.00
Labor Cost:
Description No. Rate No. of Days Amount
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Foreman 1 319 2 638.00
Plumber 2 259 2 1,036.00
Laborer 2 243 2 972.00
2,646.00
Direct Cost = 22,874.00
IV ELECTRICAL WORKS QTY = 1.00 lot
Material Cost:
Description Unit Qty Unit Cost AmountEntrance cap set 1 150 150
Meter box set 1 800 800
Kilowatt-hour meter with base set 1 2420 2420
Panel board center main TQC all bolt set 1 12700 12700
2 poles, 1-100A, 4-15A, 6-20A
13mm dia. pvc pipe(Mark Certified) pcs 150 55 8250
32mm dia pvc pipe(Mark Certified) pcs 2 150 300
12mm dia. X 3m ground rod pcs 1 500 500
38.0mm2
TW l. m. 3 240 720
2.0mm2
THHN(Phelph-dodge) box 2 2600 5200
3.5.0mm2
THHN(Phelph-dodge) box 2 3300 6600
50mm x 100mm utility box (deep type) pcs 32 25 800
Junction box pcs 27 30 810Convenience outlet element pcs 38 50 1900
Weatherproof duplex convenience outlet sets 4 450 1800
Electrical switch element
Single Pole switch element sets 18 50 900
Threeway switch sets 6 180 1080
Switch & Convenient Outlet plate
Single gang plate sets 5 25 125
Two gang plate sets 11 25 275
Three gang plate sets 3 25 75
4" dia. receptacle pcs 25 35 875
20 watts CFL (Philips) pcs 25 220 5500
Electrical Tape(Big) pcs 5 27 135
51,915.00
Labor Cost:(Note: Including installation/setting of panel board & breakers )
Description No. Rate No. of Days Amount
Foreman 1 319 13 4,147.00
Electrician 2 259 13 6,734.00
Laborer 2 243 13 6,318.00
17,199.00
Direct Cost = 69,114.00
A. TRANSHIPMENT OF CEMENT
Source: Lamut
Ave.Hauling Loaded Unloaded
Dist. (Kms) Speed(Kph) Speed(Kph)
Paved road at 7%-12% Grade 1 15 20
Unpaved road at 7%-12% Grade 13 5 10
Manuevering time/ Slack Time = 6 mins
Loading Time = 30 mins
Loaded Travel Time = 160 mins
Unloaded Travel Time = 81 mins
Unloading Time = 30 mins
307 mins
Using 1 Unit Dumptruck with capacity of 120bags
Working hours/day = 8 hrs
DERIVATION OF UNIT COST OF MATERIALS
Road condition
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Rate per day = 4800 php
Total cycle time = 307 mins
Transhipment Cost/bag = 307 mins x 4,800/day x 1 day/8hrs x 1hr/60mins.
120 bags
Php. = 25.58 say 26.00 /bag
B. TRANSHIPMENT OF SAND AND GRAVEL
Source: Ongto
Ave.Hauling Loaded Unloaded
Dist. (Kms) Speed(Kph) Speed(Kph)
Paved road at 7%-12% Grade 10 15 20
Unpaved road at 7%-12% Grade (single lane) 13 5 10
Manuevering time/ Slack Time = 6 mins
Loading Time = 10 mins
Loaded Travel Time = 196 mins
Unloaded Travel Time = 108 mins
Unloading Time = 5 mins
325 mins
Using 1 Unit Dumptruck with capacity of 4.00 Cu.m Dump truck
Working hours/day = 8 hrs
Rate per day = 4800 php
Total cycle time = 325 mins
Transhipment Cost/m = 325 mins x 4,800/1day x 1 day/8hrs x 1hr/60mins.
4 m
Php. = 812.50 say 812.50 /m
Description Unit Pick-up Transhipment Unit Cost
Price
Cement Bag(s) 226 26.00 252.00
Sand Cu.m 400 812.50 1212.50
Gravel Cu.m 500 812.50 1312.50RSB Kgs 35 0.50 35.50
Plywood (1/4") Pcs 315 3.00 318.00
Marine plywood Pcs 315 3.00 318.00
#16 tie wire kg 74 0.00 74.00
Common Wire Nail kg 79 0.00 79.00
Flat Head Nail kg 84 0.00 84.00
Flatwall latex gal 448 0.00 448.00
Semi-gloss latex gal 518 0.00 518.00
Concrete neutralizer gal 430 0.00 430.00
Masonry putty gal 480 0.00 480.00
Flatwall enamel gal 499 0.00 499.00
Semi-gloss Quick Drying Enamel gal 538 0.00 538.00
Glazing Putty gal 578 0.00 578.00
Choco Brown gal 530 0.00 530.00Laquer thinner gal 263 0.00 263.00
Paint thinner gal 273 0.00 273.00
Paint Roller pc 168 0.00 168.00
Paint Tray pc 38 0.00 38.00
2" Paint Brush pc 26 0.00 26.00
1" Paint Brush pc 15 0.00 15.00
# 100 Sand Paper pc 53 0.00 53.00
# 120 Sand Paper pc 53 0.00 53.00
# 140 Sand Paper pc 53 0.00 53.00
Quarter round cornice pc 50 0.00 50.00
SUMMARY OF UNIT COST
Road condition
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12' Ga #26 Corrugated GI Roofing(Galvalume) lin.ft. 32.00 0.50 32.50
8' Ga #26 Corrugated GI Roofing(Galvalume) lin.ft. 32 0.50 32.50
Ga #26 Plain GI(2.4m length) lin.ft. 475 0.25 475.25
Ga #26 Ridge Roll(2.4m length) lin.ft. 110 0.25 110.25
5/8"x8" Machine Bolts w/ nuts & washer lin.In. 56 0.00 56.00
5/8"x10" Machine Bolts w/ nuts & washer lin.In. 70 0.00 70.00
5/8"x3" Machine Bolts w/ nuts & washer lin.In. 21 0.00 21.00
1/2"x8" Anchor Bolts w/ nuts & washer set 54 0.00 54.00
1/4"x2" Post Strap pc 126 0.00 126.00
Umbrella Nail kg 105 0.00 105.00
Ga #26 Prefab flashing pc 162 0.00 162.00
Ga #26 Prefab Ridge Roll pc 162 0.00 162.00
4" CHB pc 9.5 0.50 10.00
6" CHB pc 13 0.75 13.75
4"x4" Loose Pin Hinges pc 53 0.00 53.00
Door Knob set 473 0.00 473.00
Steel casement window sq.ft 210 0.00 210.00
3/16" Clear glass sq.ft 25 0.00 25.00
silicon pc 158 0.00 158.00
Silicon Gun pc 158 0.00 158.00
8"x8" Tiles(Mariwasa) pc 14 0.00 14.00
Tile Trim pc 53 0.00 53.00
Tile Grout(2-kg pack) bag 53 0.00 53.00
Lumber bd.ft 22 0.00 22.00100mmx3.0m PVC pipe pc 578 0.00 578.00
100mmx100mm wye pc 189 0.00 189.00
100mm dia.x50mm dia. wye reducer pc 189 0.00 189.00
100mm dia.x45 deg elbow pc 189 0.00 189.00
100mm dia. clean out pc 100 0.00 100.00
50mm dia. x 3.0m pvc pipe pc 368 0.00 368.00
50mm dia.x50mm dia. Tee pc 79 0.00 79.00
50mm dia.x90 deg elbow pc 47 0.00 47.00
50mm dia.x45 deg elbow pc 47 0.00 47.00
50mm dia. p-trap pc 79 0.00 79.00
100mm x 100mm stainless, floor drain pc 95 0.00 95.00
Teflon tape pc 25 0.00 25.00
Solvent liter 180 0.00 180.00
13mmx6m G.I. Pipe(sch. 40) pc 299 0.00 299.0013mm coupling pc 42 0.00 42.00
13mm union pc 37 0.00 37.00
13mm dia. tee pc 16 0.00 16.00
13mm dia. X 90 deg elbow pc 11 0.00 11.00
13mm dia. gate valve pc 210 0.00 210.00
13mmx300mm nipple pc 45 0.00 45.00
Gooseneck Spout Faucet pc 851 0.00 851.00
Lavatory(Stainless) & Accessories pc 2100 0.00 2100.00
Water closet(Tank Type) pc 5040 0.00 5040.00
3/8mm (1 1/2") x0.60m stainless steel grab bar pc 350 0.00 350.00
Tissue holder pc 280 0.00 280.00
Soap holder pc 280 0.00 280.00
Hose bib pc 90 0.00 90.00
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Item Description % Wt Quantity Unit DC IC UC Amount
I Preliminaries/General requirements:
1. Project Billboard 0.08 1.00 lot 800.00 212 1012 1,012.00
II CIVIL WORKS
a. Earthworks
a.1. Excavation 0.98 47.89 m 9,971.00 2642.32 263.37 12,613.32
a.2. Backfilling & Compaction 0.91 34.20 m 9,204.00 2439.06 340.44 11,643.05a.3. Gravel Bedding 1.11 7.99 m 11,305.00 2995.83 1789.6 14,300.85
a.4 Soil Poisoning 0.81 174.60 m 8,227.50 2180.29 59.61 10,407.91
b. Concreting Works 13.89 29.44 m 141,202.50 37418.7 6068.2 178,621.30
c. Rebar Works & Tie Wire 16.14 4416.98 kgs 164,088.79 43483.5 46.99 207,553.89
d. Formworks & Scaffolding 9.54 201.82 m 96,969.50 25696.9 607.81 122,666.69
e. Carpentry Works
e.1 Door Jamb 0.84 150.22 bd.ft 8,523.00 2258.6 71.77 10,781.58
e.2 Ceiling joists & hanger 1.88 90.42 m 19,092.83 5059.6 267.11 24,152.09
e.3 Ceiling board 1.28 90.42 m 13,059.00 3460.64 182.7 16,519.73
e.4 Fascia board 0.48 36.00 l.m. 4,889.00 1295.59 171.79 6,184.44
e.5 Moulding 0.26 84.03 l.m. 2,660.50 705.03 40.05 3,365.40
e.6 Wood Louver Ventilation 0.10 2.00 sets 989.00 262.09 625.55 1,251.10
e.7 Lavatory cabinet door(flush door 0.63 1.00 lot 6,415.67 1700.15 8115.8 8,115.82
e.8 Counter Top(Midwife Station) 0.29 1.00 lot 2,914.33 772.3 3686.6 3,686.63
f. Roof Framing
f.1 Truss 1.70 326.00 bd.ft 17,237.50 4567.94 66.89 21,806.14
f.2 Rafter 1.10 206.00 bd.ft 11,230.50 2976.08 68.96 14,205.76
f.3 Purlins 1.18 110.00 m 12,017.50 3184.64 138.2 15,202.00
g. Roofing Works
g.1 Corrugated GI Roof 2.65 110.00 m 26,961.00 7144.67 310.05 34,105.50
g.2 Plain GI Ridge Roll & Flashing 0.63 53.00 l.m 6,364.50 1686.59 151.91 8,051.23
h. Masonry Works 9.33 176.27 m 94,866.76 25139.7 680.81 120,006.38
i. Plastering & Finishing
i.1 Walls 6.35 346.50 m 64,495.50 17091.3 235.46 81,585.71
i.2 Columns & Beams 1.54 68.25 m 15,627.00 4141.16 289.64 19,767.93
j. Doors & Windows 0.00
j.1 Doors 3.37 16.80 m 34,207.50 9064.99 2575.7 43,272.43j.2 Windows 4.75 16.20 m 48,245.15 12785 3767.3 61,030.10
k. Tileworks 1.09 29.97 m 11,053.50 2929.18 466.56 13,982.80
l. Painting and Varnishing
l.1 Ceiling
l.1.1 Ground Floor Ceiling 1.38 90.42 m 14,017.00 3714.51 196.1 17,731.36
l.1.2 Basement Floor Ceiling 0.47 22.91 m 4,807.00 1273.86 265.42 6,080.77
l.2 Walls, Columns & Beams 3.80 414.75 m 38,610.00 10231.7 117.76 48,840.37
III SANITARY WORKS
a.1 Sewerage System 1.40 1.00 lot 14,200.00 3763 17963 17,963.00
a.2 Water Lines & Fittings 0.99 1.00 lot 10,059.00 2665.64 12725 12,724.64a.3 Sanitary Fixtures & Accessories 2.25 1.00 lot 22,874.00 6061.61 28936 28,935.61
IV ELECTRICAL WORKS 6.80 1.00 lot 69,114.00 18315.2 87429 87,429.21
Total Direct Cost = 1,016,299.03
Indirect Cost(26.5% of TDC) = 269,319.24
Sub-total = 1,285,618.27
PLGU Overhead Expenses =
Construction Contingencies =
Total Estimated Project Cost = 1,285,618.27
SUMMARY
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Computations for CHB & bars: No. of wall/ RSB
Width Height door/window Hor.
Basement:(6"CHB) 2.7 3.2 2 17.28 5 pcs X 2.7
3.7 3.2 1 11.84 5 pcs X 3.7
29.12
Basement:(4"CHB) 2.7 3.2 2 17.28 5 pcs X 2.7
3.7 3.2 1 11.84 5 pcs X 3.7
less doors/windows 1 2.1 1 2.11.2 1.2 2 2.88
24.14
Ground Floor: 3.7 2.7 2 19.98 5 pcs X 3.7
2.7 2.7 9 65.61 5 pcs X 2.7
2.7 2.7 3 21.87 5 pcs X 2.7
3.4 3 1 10.2 5 pcs X 3.4
2.8 3 1 8.4 5 pcs X 2.8
1.9 3 1 5.7 5 pcs X 1.9
1.85 3 1 5.55 5 pcs X 1.85
less doors/windows 2.1 1.4 1 2.94
2.1 1 1 2.1 plus 12% factor
2.1 0.8 2 3.36 2.1 0.8 2 3.36
2.1 0.7 2 2.94
1.8 1.5 2 5.4
1.2 1.5 4 7.2
0.6 0.6 2 0.72
109.29
Septic Vault: 1.3 1.4 2 3.64
1 1.4 1 1.4
3.1 1.4 2 8.68
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13.72 m
lavatory: 0.6 0.8 7 3.36 m
Computat ions fo r wal l plaster ing: No. of faces/
Width Height door/window
Basement:(6"CHB) 2.7 2.45 2 13.233.7 2.45 1 9.065
22.295 m
Basement:(4"CHB) 2.7 2.45 4 26.46
3.7 2.45 2 18.13
less doors/windows 1 2.1 1 2.1
1.2 1.2 2 2.88
39.61 m
Ground Floor: 3.7 2.7 4 39.96
2.7 2.7 26 189.54
3.4 2.7 2 18.36
2.8 2.7 2 15.12
1.9 2.7 2 10.26
1.85 2.7 2 9.99
1.5 2.7 2 8.1
less doors/windows 2.1 1.4 1 2.94
2.1 1 1 2.1
2.1 0.8 2 3.36
2.1 0.8 2 3.36
2.1 0.7 2 2.94
1.8 1.5 2 5.4
1.2 1.5 4 7.2
0.6 0.6 2 0.72
263.31 m
Septic Vault: 1.1 1.4 4 6.16
1 1.4 2 2.82 1.4 2 5.6
14.56 m
Lavatory: 0.6 0.8 14 6.72 m
Computat ions for columns & beams:
Width Height No. of faces
Basement floor:
Columns: 0.5 2.8 5 7
0.8 2.8 1 2.24
0.2 2.45 4 1.96
Beams: 2.7 0.5 4 5.43.7 0.5 1 1.85
2.7 0.25 4 2.7
3.7 0.25 2 1.85
Ground Floor:
Columns: 0.75 3 3 6.75
0.8 3 1 2.4
0.5 3 6 9
0.2 3 11 6.6
0.5 3 4 6
Roof Beams:
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2.7 0.4 8 8.64
3.7 0.4 2 2.96
2.7 0.1 8 2.16
3.7 0.1 2 0.74
68.25
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1.00
47.89
34.20174.60
29.44
4,416.98
201.82
150.22
36.00
2.00
326.00
206.00
110.00
110.00
53.00
176.27
47.44
16.80
16.20
29.97
1.00
1.001.00
1.00
1,285,597.00
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Ver
m 5 pcs X 3.20 m = 29.5 m
m 7 pcs X 3.20 m = 40.9 m
m 5 pcs X 3.20 m = 29.5 m
m 7 pcs X 3.20 m = 40.9 m
m 7 pcs X 2.70 m = 37.4 m
m 5 pcs X 2.70 m = 27 m
m 5 pcs X 2.70 m = 27 m
m 6 pcs X 3.00 m = 35 m
m 5 pcs X 3.00 m = 29 m
m 4 pcs X 3.00 m = 21.5 m
m 4 pcs X 3.00 m = 21.25 m
338.95 m
(splice & hooks) 372.845 m x 0.617kg/m= 258 kgs
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