Estimate
Short Description
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Description
Project Title:
PROPOSED TWO (2) STOREY LTO BUILDING
Project Location:
BRGY. POBLACION, URDANETA CITY, PANGASINAN
Owner:
LAND TRANSPORTATION OFFICE (Urdaneta Branch)
14 GENERAL REQUIREMENTS Qty
1.00 lot
1.0 Mobilization/Demobilization
Php
2.0 Temporary Facilities a.) Bunkhouse/Office/Warehouse
Php
b.) Temporary Lightings
Php
c.) Temporary Water
Php Php
II. EARTHWORKS 1.0 Excavation Works/Backfill and Compaction Qty
52.13 cu.m
A. LABOR COST 1
Project Engineer
1
@
Php
600.00 /day
Php
Construction Foreman
Php
450.00 /day
Php
1
H.E. Operator
Php
400.00 /day
Php
6
Laborer
Php
250.00 /day
Php Php
Php
2,950.00
x
1.5 day Php
B. EQUIPMENT EXPENSES (RENTAL) 1 unit
Backhoe/Loader
Php
7,000.00
/day
Php
Fuel, oil, lub.,etc
Php
1,750.00
/day
Php Php
Php
8,750.00
x
1.5 days Php
SUMMARY A.
LABOR COST
Php
B.
EQUIPMENT EXPENSES (RENTAL)
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
20,182.50 /
52.13
cu.m
Php
Total Item Cost =
Php
387.15 x
52.13
cu.m
Php
III. CONCRETE WORKS Qty
30.22 cu.m
A. MATERIAL COST 303.0 bags
Portland Cement
32.0 cu.m 16.0 cu.m
@
Php
225.00 /bag
Php
Screened Gravel
Php
400.00 /cu.m
Php
Washed Sand
Php
450.00 /cu.m
Php Php
B. LABOR COST 1.0
Project Engineer
1.0
@
Php
600.00 /day
Php
Construction Foreman
Php
450.00 /day
Php
2.0
Mason
Php
375.00 /day
Php
8.0
Laborer
Php
250.00 /day
Php Php
Php
3,800.00
x
8.0 days Php
C. EQUIPMENT EXPENSES (RENTAL) 1 unit
One Bagger Concrete Mixer
Php
400.00
/day
Php
Fuel, oil, lub.,etc
Php
100.00
/day
Php Php
Php
500.00
x
8.0 days Php
SUMMARY A. MATERIAL COST
Php
B. LABOR COST
Php
C. EQUIPMENT EXPENSES (RENTAL)
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
140,961.25 /
30.22
cu.m
Php
Total Item Cost =
Php
4,665.27 x
30.22
cu.m
Php
IV. REINFORCE STEEL BARS Qty
4,171.30 kgs
A. MATERIAL COST 2,157.6 kgs
16mmØ Def. bars
Php
40.00
/kg
Php
381.9 kgs
12mmØ Def. bars
Php
40.00
/kg
Php
1,631.8 kgs
10mmØ Def. bars
Php
40.00
/kg
Php
# 16 G.I. tie wire
Php
60.00
/kg
Php
75.2 kgs
Php B. LABOR COST 1.0
Project Engineer
1.0
@
Php
600.00 /day
Php
Construction Foreman
Php
450.00 /day
Php
4.0
Steelman
Php
300.00 /day
Php
9.0
Laborer
Php
250.00 /day
Php Php
Php
4,500.00
x
12.0 days Php
C. EQUIPMENT EXPENSES (RENTAL) 1 unit
Bar cutter
Php
200.00
/day
Php Php
Php
200.00
x
12.0 days Php
SUMMARY A. MATERIAL COST
Php
B. LABOR COST
Php
C. EQUIPMENT EXPENSES (RENTAL)
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
261,926.60 /
4,171.30
kgs
Php
Total Item Cost =
Php
62.79 x
4,171.30
kgs
Php
/pc
Php
V. FORMS AND SCAFFOLDINGS Qty
1.00 lot
A. MATERIAL COST 25.0 pcs 4,000.0 bd.ft
1/2"x4'x8' Form Plywood
@
Php
560.00
Asst. Form lumber
@
Php
24.00 /bd.ft
Php
80.0 kgs
Asst. CWNail
@
Php
75.00
/kg
Php
20.0 bd.ft
# 16 G.I. tie wire
@
Php
60.00
/kg
Php Php
B. LABOR COST 1
Project Engineer
@
Php
600.00 /day
Php
1
Construction Foreman
@
Php
450.00 /day
Php
4
Carpenter
@
Php
375.00 /day
Php
3
Laborer
@
Php
250.00 /day
Php Php
Php
3,300.00
x
12.0 days Php
SUMMARY A.
MATERIAL COST
Php
B.
LABOR COST
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
180,320.00 /
1.00
lot
Php
Total Item Cost =
Php
180,320.00 x
1.00
lot
Php
VI. MASONRY WORKS (CHB laying w/ Plastering) Qty
185.14 sq.m
A. MATERIAL COST 350.0 bags 29.0 cu.m 2,450.0 pcs 518.0 kgs 6.0 bd.ft
Portland Cement
@
Php
225.00 /bag
Php
Washed sand
@
Php
400.00 /cu.m
Php
5" CHB
@
Php
10.50
/pc
Php
10mmØ Def. bars
@
Php
40.00
/kg
Php
# 16 G.I. tie wire
@
Php
60.00
/kg
Php Php
B. LABOR COST 1
Project Engineer
1
@
Php
600.00 /day
Php
Construction Foreman
Php
450.00 /day
Php
4
Mason
Php
375.00 /day
Php
6
Laborer
Php
250.00 /day
Php Php
Php
4,050.00
x
12.0 day Php
SUMMARY A.
MATERIAL COST
Php
B.
LABOR COST
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
213,618.25 /
185.14
sq.m
Php
Total Item Cost =
Php
1,153.82 x
185.14
sq.m
Php
VII. TILE WORKS Qty
82.40 sq.m
A. MATERIAL COST 15.0 bags
Tile Adhessive
@
Php
190.00 /bag
Php
3.0 cu.m
Washed sand
@
Php
400.00 /cu.m
Php
4.0 pc
4"Ø Diamond cutter
@
Php
450.00
/pc
Php
428.0 pcs
16"x16" Granite tile
@
Php
85.00
/pc
Php
60.0 pcs
16"x16" Outdoor tile
@
Php
65.00
/pc
Php
20.0 kgs
Tile Grout
@
Php
25.00
/kg
Php Php
B. LABOR COST 1
Project Engineer
@
Php
600.00 /day
Php
1
Construction Foreman
@
Php
450.00 /day
Php
3
Mason
@
Php
375.00 /day
Php
4
Laborer
@
Php
250.00 /day
Php Php
Php
3,175.00
x
5.0 day Php
C. EQUIPMENT EXPENSES (RENTAL) 1 unit
Electric Grinder
Php
150.00
/day
Php Php
Php
150.00
x
5.0 days Php SUMMARY
A.
MATERIAL COST
Php
B.
LABOR COST
Php
C.
EQUIPMENT EXPENSES (RENTAL)
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
72,743.25 /
82.40
sq.m
Php
Total Item Cost =
Php
882.81 x
82.40
sq.m
Php
VIII. CARPENTRY AND JOINERY WORKS (2ND Floor Ceiling only) Qty
82.40 sq.m
A. MATERIAL COST 16.0 pcs 48.0 pcs
Hardiflex ceiling board
@
Php
420.00
/pc
Php
0.40mm 19mm x 50mm x 5m
@
Php
115.00
/pc
Php
@
Php
140.00
/pc
Php
Double furring channel 8.0 pcs
0.80mm 12mm x 38mm x 5m
15.0 pcs
0.40mm 25mm x 25mm x 3m
@
Php
85.00
/pc
Php
Wall angle W-Clip
@
Php
8.00
/pc
Php
1.0 kgs
1-1/2" Concrete nail
@
Php
90.00
/kg
Php
2.0 pcs
4"Ø Diamond grinding disc
@
Php
65.00
/pc
Php
2.0 box
Blind rivets
@
Php
500.00
/box
Php
Asst. Form lumber (Scaffoldings)
@
Php
24.00 /bd.ft
Php
Carrying Channel
290.0 pcs
800.0 bd.ft
Php B. LABOR COST 1
Project Engineer
@
Php
600.00 /day
Php
1
Construction Foreman
@
Php
450.00 /day
Php
3
Carpenter
@
Php
375.00 /day
Php
2
Laborer
@
Php
250.00 /day
Php Php
Php
2,675.00
x
5.0 days Php
C. EQUIPMENT EXPENSES (RENTAL) 1 unit
Electric Grinder
Php
150.00
/day
Php Php
Php
150.00
x
5.0 days Php SUMMARY
A.
MATERIAL COST
Php
B.
LABOR COST
Php
C.
EQUIPMENT EXPENSES (RENTAL)
Php Php
plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
59,225.00 /
82.40
sq.m
Php
Total Item Cost =
Php
718.75 x
82.40
sq.m
Php
IX. DOORS AND WINDOWS Qty
1.00 lot
A. MATERIAL COST 2.0 sets
D-1, Panel type door w/ 2"x 6" jamb with
@
Php
5,300.00
/set
Php
@
Php
4,000.00
/set
Php
@
Php
3,780.00
/set
Php
@
Php
2,520.00
/set
Php
Complete accessories (0.90x2.10mts.) 1.0 sets
D-2, Flush type door w/ 2"x 5" jamb with Complete accessories (0.80x2.10 mts.)
2.0 sets
W-1, Steel casement window with 3/16" thk. Clear glass (1.80x1.40mts)
2.0 sets
W-2, Steel casement window with 3/16" thk. Clear glass (1.20x1.40mts)
Php B. LABOR COST (Installation only) 1
Project Engineer
@
Php
600.00 /day
Php
1
Construction Foreman
@
Php
450.00 /day
Php
1
Carpenter
@
Php
375.00 /day
Php
1
Welder
@
Php
375.00 /day
Php
1
Glass Installer
@
Php
300.00 /day
Php
5
Laborer
@
Php
250.00 /day
Php Php
Php
3,350.00
x
2.0 days Php
C. EQUIPMENT EXPENSES (RENTAL) 1 unit
Electric Grinder
Php
150.00
/day
Php Php
Php
150.00
x
2.0 days Php SUMMARY
A.
MATERIAL COST
Php
B.
LABOR COST
Php
C.
EQUIPMENT EXPENSES (RENTAL)
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
39,330.00 /
1.00
lot
Php
Total Item Cost =
Php
39,330.00 x
1.00
lot
Php
X. PAINTING WORKS (Concrete wall & Hardiflex Ceiling board) Qty
460.08 sq.m
A. MATERIAL COST 5.0 tin 10.0 tin
Flat Latex paint
@
Php
1,810.00
/tin
Php
Semi-gloss Latex paint
@
Php
2,370.00
/tin
Php
4.0 lits
Latex color
@
Php
120.00
/lit
Php
4.0 gal.
Masonry putty
@
Php
15.00
/gal
Php
20.0 kgs
Patching compound
@
Php
15.00
/lit
Php
8.0 lits
Stickwel
@
Php
195.00
/lit
Php
7.0 pcs
Roller brush
@
Php
100.00
/pc
Php
17.0 pcs
Paint brush
@
Php
45.00
/pc
Php
100.0 pcs
Sandpaper
@
Php
25.00
/pc
Php
15.0 pcs
Stupa Rag
@
Php
20.00
/kg
Php Php
B. LABOR COST 1
Project Engineer
@
Php
600.00 /day
Php
1
Construction Foreman
@
Php
450.00 /day
Php
3
Painter
@
Php
350.00 /day
Php
4
Laborer
@
Php
250.00 /day
Php Php
Php
3,100.00
x
5.0 day Php
SUMMARY A.
MATERIAL COST
Php
B.
LABOR COST
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
63,152.25 /
460.08
sq.m
Php
Total Item Cost =
Php
137.26 x
460.08
sq.m
Php
XI. TRUSS WORKS Qty
1.00 lot
A. MATERIAL COST
3
23.0 pcs
1.5mm x 2"x6" CEE purlins (truss)
@
Php
650.00
/pc
Php
12.0 pcs
1.0mm x 2"x4" CEE purlins
@
Php
397.00
/pc
Php
5.0 pcs
10mmØ Plain Round bar
@
Php
138.00
/pc
Php
9.0 pcs
1/4" x 10"x10" Base plate
@
Php
250.00
/pc
Php
3.0 box
Welding rod
@
Php
1,200.00
/box
Php
@
Php
120.00
/pc
Php
36.0 pcs
12mmØ x 10" Anchor bolts w/ Nut and washer
Php B. LABOR COST 1
Project Engineer
@
Php
600.00
/day
Php
1
Construction Foreman
@
Php
450.00
/day
Php
2
Welder
@
Php
375.00
/day
Php
2
Laborer
@
Php
250.00
/day
Php Php
Php 1 unit
2,300.00
x
Welding Machine
4.0 day Php Php
450.00
/day
Php Php
Php
450.00
x
4.0 days Php SUMMARY
A.
MATERIAL COST
Php
B.
LABOR COST
Php
C.
EQUIPMENT EXPENSES (RENTAL)
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
47,810.10 /
1.00
lot
Php
Total Item Cost =
Php
47,810.10 x
1.00
lot
Php
XII. ROOFING WORKS Qty
48.50 l.m
A. MATERIAL COST 48.5 l.m
Rib-type Roofing sheet (.5mm thk.)
@
Php
420.00
/l.m
Php
48.5 l.m
One sided Alum. Insulation (9mm thk)
@
Php
450.00
/l.m
Php
5.0 pcs
Wall flashing
@
Php
450.00
/pc
Php
5.0 pcs
3"Ø PVC pipe
@
Php
460.00
/pc
Php
6.0 pcs
3"Ø PVC Elbow 1/4 bend
@
Php
53.00
/pc
Php
3.0 pcs
Gutter
@
Php
450.00
/pc
Php
Tekscrew
@
Php
1.75
/pc
Php
4.0 tube
Silicon Sealant
@
Php
150.00 /tube
Php
1.0 box
Blind Rivets
@
Php
500.00
Php
300.0 pcs
/box
Php B. LABOR COST 1
Project Engineer
@
Php
600.00 /day
Php
1
Construction Foreman
@
Php
450.00 /day
Php
3
Roof Installer
@
Php
350.00 /day
Php
4
Laborer
@
Php
250.00 /day
Php Php
Php
3,100.00
x
4.0 day Php SUMMARY
A. MATERIAL COST
Php
B. LABOR COST
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
71,803.70 /
48.50
l.m
Php
Total Item Cost =
Php
1,480.49 x
48.50
l.m
Php
XIII. TINSMITRY WORKS (Stair Railings) Qty
1.00 lot
A. MATERIAL COST 4.0 pcs
2"Ø Stainless Steel pipe
@
Php
3,250.00
/pc
Php
4.0 pcs
3/16"x1" Flat bar
@
Php
235.00
/pc
Php
15.0 pcs
3/4"x3/4" Square bar
@
Php
245.00
/pc
Php
1.0 lot
Welding rod/Accessories
@
Php
3,000.00
/lot
Php
2.0 pc
4"Ø Grinding disk
@
Php
65.00
/pc
Php Php
B. LABOR COST 1
Project Engineer
@
Php
600.00 /day
Php
1
Construction Foreman
@
Php
450.00 /day
Php
1
Welder
@
Php
375.00 /day
Php
3
Laborer
@
Php
250.00 /day
Php Php
Php
2,175.00
x
3.0 day Php
C. EQUIPMENT EXPENSES (RENTAL) 1 unit
Welding Machine
Php
450.00
/day
Php Php
Php
450.00
x
3.0 days Php
SUMMARY A.
MATERIAL COST
Php
B.
LABOR COST
Php
C.
EQUIPMENT EXPENSES (RENTAL)
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php Php
Unit Cost =
Php
32,913.00 /
1.00
lot
Php
Total Item Cost =
Php
32,913.00 x
1.00
lot
Php
XIV. ELECTRICAL WORKS Qty
1.00 lot
A. MATERIAL COST 6.0 sets
2x40W FL lamp w/ housing
@
Php
1,500.00
/set
Php
5.0 sets
25W CFL
@
Php
60.00
/set
Php
5.0 sets
4"x4" Pinlight
@
Php
250.00
/set
Php
6.0 pcs
Receptacle 4"Ø
@
Php
50.00
/pc
Php
2.0 sets
Single pole switch
@
Php
120.00
/set
Php
3.0 sets
Two pole switch
@
Php
165.00
/set
Php
2.0 sets
3-Way switch
@
Php
210.00
/set
Php
Main ACB/ 6-branches, w/ 1-20 AT, 2P, 520 AT, 2P
@
Php
1,850.00
/set
Php
11.0 pcs
4"x4" Junction box
@
Php
35.00
/pc
Php
15.0 pcs
2"x4" Utility box
@
Php
35.00
/pc
Php
34.0 pcs
1/2"Ø PVC pipe x 3.00 mts.
@
Php
61.00
/pc
Php
2.0 rolls
3.5mm² THHN wire
@
Php
3,207.50
/roll
Php
20.0 mts
1.00
sets
14mm² THHN wire
@
Php
85.84
/mt
Php
4.0 pcs
1'Ø PVC pipe x 3.00 mts.
@
Php
102.00
/pc
Php
2.0 pcs
1"Ø Long sweep elbow
@
Php
38.00
/pc
Php
1/2"Ø PVC Long sweep elbow
@
Php
25.00
/pc
Php
1.0 pc
1"Ø RSC pipe x 3.00 mts.
@
Php
420.00
/pc
Php
1.0 sets
1"Ø Entrance cap
@
Php
65.00
/set
Php
1.0 set
3-Pole secondary rack
@
Php
285.00
/set
Php
1.0 pc
1"Ø Long sweep elbow (RSC)
@
Php
85.00
/pc
Php
Electrical tape
@
Php
45.00
/roll
Php
22.0 pcs
10.0 rolls
Php B. LABOR COST 1
Project Engineer
@
Php
600.00 /day
Php
1
Construction Foreman
@
Php
450.00 /day
Php
1
Electrician
@
Php
325.00 /day
Php
3
Laborer
@
Php
250.00 /day
Php Php
Php
2,125.00
x
4.0 day Php
C. EQUIPMENT EXPENSES (RENTAL) 1 unit
Electric drill
Php
150.00
/day
Php Php
Php
150.00
x
4.0 days Php SUMMARY
A.
MATERIAL COST
Php
B.
LABOR COST
Php
C.
EQUIPMENT EXPENSES (RENTAL)
Php Php plus:
7% OCM
Php
8% CP
Php
12% VAT
Php
Php
Unit Cost =
Php
41,871.27 /
1.00
sets
Php
Total Item Cost =
Php
41,871.27 x
1.00
sets
Php
TOTAL CONSTRUCTION COST
Php
20,000.00 50,000.00 30,000.00 10,000.00 110,000.00
600.00 450.00 400.00 1,500.00 2,950.00 4,425.00 7,000.00 1,750.00 8,750.00 13,125.00
4,425.00 13,125.00 17,550.00 1,228.50 1,404.00 2,106.00 20,182.50 387.15 20,182.50
302.15 68,175.00 12,800.00 7,200.00 88,175.00 600.00 450.00 750.00 2,000.00 3,800.00 30,400.00 400.00 100.00 500.00 4,000.00
0.344768925
88,175.00 30,400.00 4,000.00 122,575.00 8,580.25 9,806.00 14,709.00 140,961.25 4,665.27 140,961.25
86,302.10 15,276.32 65,273.76 4,510.08 171,362.26 600.00 450.00 1,200.00 2,250.00 4,500.00 54,000.00 200.00 200.00 2,400.00
171,362.26 54,000.00 2,400.00 227,762.26 15,943.36 18,220.98 27,331.47 261,926.60 62.79 261,926.60
14,000.00 96,000.00 6,000.00 1,200.00 117,200.00 600.00 450.00 1,500.00
0.315121897
750.00 3,300.00 39,600.00
0.337883959
117,200.00 39,600.00 156,800.00 10,976.00 12,544.00 18,816.00 180,320.00 180,320.00 180,320.00
78,750.00 11,600.00 25,725.00 20,720.00 360.00 137,155.00
600.00 450.00 1,500.00 1,500.00 4,050.00 48,600.00
0.354343626
137,155.00 48,600.00 185,755.00 13,002.85 14,860.40 22,290.60 213,618.25 1,153.82 213,618.25
2,850.00 1,200.00 1,800.00
ground floor/second floor 12.50 13.00 20.00 20.00 14.70 15.00
stairs 260
36,380.00 3,900.00 500.00 46,630.00
12.50 5.00 5.33
13.00 5.00 6.00
195 60
80 2.4 82.4
600.00 450.00 1,125.00 1,000.00 3,175.00 15,875.00
0.340446065
150.00 150.00 750.00
46,630.00 15,875.00 750.00 63,255.00 4,427.85 5,060.40 7,590.60 72,743.25 882.81 72,743.25
ground floor/second floor 12.50 13.00 20.00 20.00
6,720.00 5,520.00 1,120.00
14.70
15.00
12.50 5.00
13.00 5.00
5.00
5.00
5.33
6.00
1,275.00 2,320.00 90.00 130.00 1,000.00 19,200.00 37,375.00 600.00 450.00 1,125.00 500.00 2,675.00 13,375.00
150.00 150.00 750.00
37,375.00 13,375.00 750.00 51,500.00
0.357859532
35.42 17.71
53.13
3,605.00 4,120.00 6,180.00 59,225.00 718.75 59,225.00
10,600.00
5,300.00
4,000.00
4,000.00
7,560.00
2.52
1500
3,780.00
5,040.00
1.68
1500
2,520.00
27,200.00 600.00 450.00 375.00 375.00 300.00 1,250.00 3,350.00 6,700.00
0.246323529
150.00 150.00 300.00
27,200.00 6,700.00 300.00 34,200.00 2,394.00 2,736.00 4,104.00 39,330.00 39,330.00 39,330.00
9,050.00 23,700.00 480.00 60.00 300.00 1,560.00 700.00
12.34267
765.00 2,500.00 300.00 39,415.00 600.00 450.00 1,050.00 1,000.00 3,100.00 15,500.00
0.3932513
39,415.00 15,500.00 54,915.00 3,844.05 4,393.20 6,589.80 63,152.25 137.26 63,152.25
14,950.00
16.57 9.94 6.62
4,764.00 690.00 2,250.00 3,600.00
3.31 1 37.44
4,320.00 30,574.00
600.00 450.00 750.00 500.00 2,300.00 9,200.00 450.00 450.00 1,800.00
30,574.00 9,200.00 1,800.00 41,574.00 2,910.18 3,325.92 4,988.88 47,810.10
0.300909269
6.24
47,810.10 47,810.10
20,370.00 21,825.00 2,250.00 2,300.00 318.00 1,350.00 525.00 600.00 500.00 50,038.00 600.00 450.00 1,050.00 1,000.00 3,100.00 12,400.00
0.247811663
50,038.00 12,400.00 62,438.00 4,370.66 4,995.04 7,492.56 71,803.70 1,480.49 71,803.70
0.625 8.333333
13,000.00
16.57 13.25 9.94 6.62 46.38
940.00 3,675.00 3,000.00 130.00 20,745.00 600.00 450.00 375.00 750.00 2,175.00 6,525.00 450.00 450.00 1,350.00
20,745.00
0.314533623
7.73
6,525.00 1,350.00 28,620.00 2,003.40 2,289.60 3,434.40 32,913.00 32,913.00 32,913.00
0.625 8.333333
9,000.00
16.57 13.25 13.25 13.25
300.00 1,250.00 300.00 240.00 495.00
13.25 13.25 13.25
420.00 1,850.00 385.00 525.00 2,074.00 6,415.00 1,716.80 408.00 76.00 550.00 420.00 65.00 285.00 85.00 450.00
96.07
27,309.80 600.00 450.00 325.00 750.00 2,125.00 8,500.00 150.00 150.00 600.00
27,309.80 8,500.00 600.00 36,409.80 2,548.69 2,912.78 4,369.18
0.311243583
16.01167
41,871.27
41,871.27 41,871.27
1,355,857.17
26.25
27 9
27 9 3 1 0.333333 0.111111 0.037037
Project Title:
PROPOSED TWO (2) STOREY LTO BUILDING
Project Location:
BRGY. POBLACION, URDANETA CITY, PANGASINAN
Owner:
LAND TRANSPORTATION OFFICE (Urdaneta Branch)
BILL OF QUANTITIES DESCRIPTION Item No. I GENERAL REQUIREMENTS
UNIT lot
QTY 1.00
UNIT COST 110,000.00
AMOUNT 110,000.00
II
EARTHWORKS
cu.m
52.13
387.15
20,182.50
III.
CONCRETE WORKS
cu.m
30.22
4,665.27
140,961.25
IV
REINFORCE STEEL BARS
kgs
4,171.30
62.79
261,926.60
V
FORMS AND SCAFFOLDINGS
lot
1.00
180,320.00
180,320.00
VI
MASONRY WORKS
sq.m
185.14
1,153.82
213,618.25
VII
TILE WORKS
sq.m
82.40
882.81
72,743.25
VIII
CARPENTRY AND JOINERY WORKS
sq.m
82.40
718.75
59,225.00
IX
DOORS AND WINDOWS
lot
1.00
39,330.00
39,330.00
X
PAINTING WORKS
460.08
137.26
63,152.25
XI
TRUSS WORKS
lot
1.00
47,810.10
47,810.10
XII
ROOFING WORKS
l.m
48.50
1,480.49
71,803.70
XIII
TINSMITRY WORKS
lot
1.00
32,913.00
32,913.00
XIV
ELECTRICAL WORKS TOTAL PROJECT COST
lot
1.00
41,871.27
41,871.27 1,355,857.17
sq.m
EARTHWORKS EXCAVATION WORKS MARK F-1 FTB GB
FOR ONE (1) STRUCTURE LENGTH WIDTH HEIGHT (m.) (m.) (m.) 1.50 1.50 1.50 5.00 0.25 1.10 4.00 0.25 1.10 5.00 0.20 0.25 4.00 0.20 0.25
NO. OF SIMILAR STRUCTURE 6.00 3.00 4.00 3.00 4.00
TOTAL VOLUME (m³) 20.25 4.13 4.40 0.75 0.80 30.33
FOR ONE (1) STRUCTURE LENGTH WIDTH HEIGHT (m.) (m.) (m.) 1.50 1.50 0.30 5.00 0.25 0.30 4.00 0.25 0.30 5.00 0.20 0.25 4.00 0.20 0.25 0.30 0.30 1.10
NO. OF SIMILAR STRUCTURE 6.00 3.00 4.00 3.00 4.00 6.00
TOTAL VOLUME (m³) 4.05 1.13 1.20 0.75 0.80 0.59 8.52
NO. OF SIMILAR STRUCTURE 6.00 3.00 4.00 3.00 4.00 1.00 1.00
TOTAL VOLUME (m³) 1.35 0.38 0.40 0.30 0.32 4.00 0.24 6.99
TOTAL BACKFILL/COMPACTION MARK F-1 FTB GB COLUMN TOTAL
Excavation Backfill/Compaction
=
30.33 21.81 cu.m
GRAVEL BEDDING MARK F-1 FTB GB Area-1 Area-2 TOTAL
FOR ONE (1) STRUCTURE LENGTH WIDTH HEIGHT (m.) (m.) (m.) 1.50 1.50 0.10 5.00 0.25 0.10 4.00 0.25 0.10 5.00 0.20 0.10 4.00 0.20 0.10 8.00 5.00 0.10 2.00 1.20 0.10
5.00 16.67 13.33 16.67 13.33
5.00 16.67 13.33
1.00
V - MASONRY WORKS
GROUND FLOOR perimeter wall
26.00
3.50
less opening
1.00 7.29
Total area
91.00 7.29 83.71 185.14
perimeter wall
26.00
3.50
1.00
91.00
4.40
1.00
1.00
4.40
5.00
3.00
1.00
15.00
8.97
8.97
less opening Total area No. of pcs 6” CHB Cement Sand Vert. Reinforcement Hor. Reinforcement
101.43 2,406.82
say
187.55
say
190.00 bags
15.63
say
17.00 m³
394.35 398.05 792.40 / 5.7m
=
139.0174035 say
GI Tie Wire
2,450.00 pcs
4.44
say
83.71
101.43
140 pcs 10mmØ
518.00
6 kgs
Plastering perimeter wall
1.00
185.14 370.28 370.28
Cement Sand
159.22
say
9.26
say
Summary Cement Sand No. of pcs 6” CHB RSB Reinforcement GI Tie Wire
350.00 29.00 2,450.00 518.00 6.00
160 bags 12 cu.m.
kgs
10MMØ 0.616
6.00
3.70
0.616
7.50
4.62
0.616
9.00
5.54
0.616
10.50
6.47
0.616
12.00
7.39
REBAR WORKS
top-tranverse
16
1.50
NO. OF SIMILAR NUMBER OF STRUCT PCS URE 8.00 6.00
bottom-longitudinal
12
1.50
8.00
vertical bar
FOR 1 STRUCTURE MARK
F1
LOCATION
BAR SIZE
ONE BAR LENGTH
TOTAL NO.OF PCS 48.00 48.00
Footing
C1
C2
C3
FTB
16
9.00
8.00
8.30 outer ties
10
1.20
49.80
99.60
inner ties
10
1.00
49.80
99.60
vertical bar
16
9.00
8.00
10
1.20
50.70
101.40
inner ties
10
1.00
50.70
101.40
vertical bar
16
9.00
8.00
10
1.20
51.66
103.32
inner ties
10
1.00
51.66
103.32
straight bars
16
6.00
6.00
10
1.10
36.00
16
4.50
6.00
10
1.20
27.00
16
6.00
4.00
10
0.90
36.00
16
4.50
4.00
10
0.90
27.00
straight bars
16
6.00
4.00
5.00 top cut bars
16
1.50
2.00
straight bars
straight bars 5.00 stirrups
GB
straight bars 4.00 stirrups
B-1
2.00
16.00
8.61 outer ties
4.00 stirrups
GB
2.00
16.00
8.45 outer ties
5.00 stirrups FTB
2.00
3.00
16.00
18.00 108.00
4.00
24.00 108.00
3.00
12.00 108.00
4.00
16.00 108.00
2.00
8.00 4.00
B-1
B-2
B-3
B-4
LB-1
bott. Cut bars
16
3.00
1.00
2.00
stirrups
10
1.20
36.00
72.00
straight bars
16
4.50
4.00
4.00 top cut bars
16
1.20
2.00
bott. Cut bars
16
2.50
1.00
4.00
stirrups
10
1.20
27.00
108.00
straight bars
16
6.00
4.00
5.00 top cut bars
RB-2
RB-3
4.00
1.50
4.00
4.00
3.00
2.00
2.00
stirrups
10
1.40
36.00
36.00
straight bars
16
6.00
4.00
5.00 top cut bars
16
1.50
2.00
2.00
bott. Cut bars
16
3.00
1.00
1.00
stirrups
10
1.10
36.00
straight bars
16
2.50
4.00
2.12 top cut bars
16
0.75
2.00
bott. Cut bars
16
1.50
1.00
1.00
stirrups
10
0.90
15.00
15.00
straight bars
12
2.50
4.00
10
1.00
15.00
12
1.50
4.00
10
1.00
9.00
straight bars
12
6.00
4.00
5.00 top cut bars
straight bars
1.00
4.00
36.00 1.00
4.00 2.00
1.00
4.00 15.00
1.00
4.00 9.00
2.00
8.00
12
1.50
2.00
4.00
bott. Cut bars
12
3.00
1.00
2.00
stirrups
10
0.90
36.00
72.00
straight bars
12
4.50
4.00
4.00 top cut bars
12
1.20
2.00
8.00
bott. Cut bars
12
2.50
1.00
4.00
stirrups
10
0.90
27.00
straight bars
16
6.00
4.00
5.00 top cut bars
16
1.50
2.00
bott. Cut bars
16
3.00
1.00
1.00
stirrups
10
1.10
36.00
36.00
straight bars
12
6.00
4.00
10
0.70
36.00
12
2.50
4.00
10
0.70
15.00
12
2.50
4.00
10
0.80
15.00
12
1.50
4.00
10
0.80
9.00
straight bars 2.12 stirrups straight bars 2.00 stirrups CB-2
1.00
16
5.00 stirrups
LB-2
8.00
16
1.20 stirrups RB-1
16.00
bott. Cut bars
2.00 stirrups CB-1
4.00
straight bars 1.20 stirrups
4.00
16.00
108.00 1.00
4.00 2.00
1.00
4.00 36.00
1.00
4.00 15.00
1.00
4.00 15.00
2.00
8.00 18.00
SLAB ON FILL SUSPENDED SLAB
two way
longitudinal
10
8.00
20.00
cross section
10
5.00
12.50
1.00
20.00
top bars(longitudinal)
10
5.00
16.67
top bars (cross section)
10
8.00
26.67
26.67
cut bars(longitudinal)
12
1.25
10.00
10.00
cut bars (cross section)
12
4.00
10.00
10.00
bent up bars(longitudinal)
10
5.00
16.67
16.67
bent up bars (cross section)
10
8.00
26.67
26.67
12.50 1.00
16.67
MB-1 (30.00m)
straight bars
16
30.83
4.00
@ GL A
web bars
12
30.83
2.00
3.00
6.00
stirrups
10
1.40
784.00
2,352.00
MB-2(20.00m)
straight bars
16
20.83
4.00
@ GL 1
web bars
12
20.83
2.00
6.00
stirrups
10
1.40
162.00
486.00
MB (30.00m)
straight bars
16
30.83
4.00
@ GL A
web bars
12
30.83
2.00
2.00
stirrups
10
1.40
184.00
184.00
RB-1 (20.00m)
straight bars
16
20.83
4.00
@ GL 1
web bars
12
20.83
2.00
top cut bars-end support
16
0.93
2.00
2.00
4.00
top cut bars-middle support
16
1.65
2.00
2.00
4.00
top cut bars-middle support
16
2.90
2.00
1.00
2.00
top cut bars-middle support
16
2.28
2.00
2.00
4.00
bottom cut bars
16
1.50
2.00
4.00
8.00
bottom cut bars
16
3.00
2.00
2.00
4.00
stirrups
10
1.40
162.00
straight bars
16
30.83
4.00
web bars
12
30.83
2.00
top cut bars-end support
16
1.98
2.00
1.00
2.00
top cut bars-middle support
16
1.78
2.00
1.00
2.00
top cut bars-middle support
16
1.90
2.00
23.00
46.00
top cut bars-middle support
16
1.55
2.00
7.00
14.00
bottom cut bars
16
1.80
2.00
24.00
48.00
bottom cut bars
16
1.50
2.00
8.00
16.00
stirrups
10
1.40
784.00
straight bars
16
20.83
4.00
web bars
12
20.83
2.00
top cut bars-end support
16
0.93
2.00
2.00
16.00
top cut bars-middle support
16
1.65
2.00
2.00
16.00
top cut bars-middle support
16
2.90
2.00
1.00
8.00
top cut bars-middle support
16
2.28
2.00
2.00
16.00
bottom cut bars
16
1.50
2.00
4.00
32.00
bottom cut bars
16
3.00
2.00
2.00
stirrups
10
1.40
162.00
3.00
1.00
12.00
12.00
4.00
Midbeam
RB-1 (30.00m)
RB-2 (20.00m)
1.00
4.00 2.00
162.00 1.00
4.00 2.00
784.00 4.00
16.00 8.00
16.00 648.00
S.Angle (20.00m)
straight bars
16
20.83
4.00
@ GL A
web bars
12
20.83
2.00
4.00
16.00
top cut bars-end support
16
0.93
2.00
2.00
16.00
top cut bars-middle support
16
1.65
2.00
7.00
56.00
bottom cut bars
16
1.50
2.00
8.00
64.00
stirrups
10
1.40
184.00
Ground Slab
transverse
12
92.00
41.00
92 x 20
longitudinal
12
20.00
185.00
Ground Slab
transverse
12
42.00
41.00
42 x 20
longitudinal
12
20.00
85.00
8.00
736.00
roofbeam
Ground Slab
1.00
41.00 185.00
1.00
41.00 85.00
12MMØ
16MMØ
0.888
6.00
5.33
1.578
6.00
9.47
0.888
7.50
6.66
1.578
7.50
11.84
0.888
9.00
7.99
1.578
9.00
14.20
0.888
10.50
9.32
1.578
10.50
16.57
0.888
12.00
10.66
1.578
12.00
18.94
227.23
2.17
227.23
2.17
TOTAL NO. OF COMML LENGTH
COMML LENGTH
72.00
6.00
72.00
6.00
NO. OF VER/LONG BAR 12.00
NO. OF TOTAL BAR HOR/TRANS INTERSECTIO BAR N 12.00
384.00
16MMØ TIE WIRE 144.00
9.00
16.00
16.00
119.52
6.00
19.92
20.00
1,593.60
73.92
99.60
6.00
16.60
17.00
62.83
144.00
9.00
16.00
16.00
121.68
6.00
20.28
21.00
77.62
101.40
6.00
16.90
17.00
62.83
144.00
9.00
16.00
16.00
123.98
6.00
20.66
21.00
77.62
103.32
6.00
17.22
18.00
66.53
1,622.40
1,653.12
227.23
227.23
227.23
1,103.04
6.00
18.00
18.00
118.80
6.00
19.80
20.00
108.00
9.00
12.00
12.00
129.60
6.00
21.60
22.00
648.00
12.00
12.00
97.20
6.00
16.20
17.00
72.00
9.00
8.00
8.00
97.20
6.00
16.20
17.00
170.42
8.00
8.00
6.00
6.00
1.00
1.00
27.56
27.56 3.67
73.92 648.00
170.42
3.67
81.31
432.00
7.34
16MMØ
340.85
10MMØ
155.23
170.42
7.34 2.45
62.83 432.00
113.62
2.45
62.83
504.00
4.89
16MMØ
284.04
10MMØ
125.66
TIE WIRE 6.00
9.36
421.34
409.70
48.00
9.18
681.70
TIE WIRE 6.00
9.02
10MMØ
496.08
72.00
2.17
16MMØ TIE WIRE 108.00
227.23
75.74 9.47
4.89 2.85
86
6.00
6.00
1.00
1.00
9.47
86.40
6.00
14.40
15.00
55.44
72.00
9.00
8.00
8.00
9.60
6.00
1.60
2.00
18.94
756.00
151.49
10.00
7.50
1.33
2.00
18.94
129.60
6.00
21.60
22.00
81.31
24.00
6.00
4.00
4.00
6.00
6.00
1.00
1.00
9.47
6.00
6.00
1.00
1.00
9.47
50.40
6.00
8.40
9.00
33.26
24.00
6.00
4.00
4.00
3.00
6.00
0.50
1.00
9.47
3.00
6.00
0.50
1.00
9.47
39.60
6.00
6.60
7.00
10.00
7.50
1.33
1.50
1.50
6.00
0.25
0.50
360.00
252.00
37.87
37.87
4.28
2.04
1.43
25.87 105.00
17.75
0.59
4.73
1.50
6.00
0.25
0.50
4.73
13.50
6.00
2.25
3.00
11.09
10.00
7.50
1.33
1.50
15.00
6.00
2.50
3.00
6.00
6.00
1.00
1.00
9.00
6.00
1.50
2.00
48.00
6.00
8.00
8.00
6.00
6.00
1.00
1.00
5.33
6.00
6.00
1.00
1.00
5.33
64.80
6.00
10.80
11.00
40.66
72.00
9.00
8.00
8.00
9.60
6.00
1.60
2.00
10.66
10.00
6.00
1.67
2.00
10.66
97.20
6.00
16.20
17.00
24.00
6.00
4.00
4.00
3.00
6.00
0.50
0.50
60.00
6.93
0.34
11.09 36.00
5.33
0.20
7.39 504.00
756.00
42.62
85.25
2.85
4.28
62.83 252.00
37.87
1.43
4.73
3.00
6.00
0.50
0.50
4.73
39.60
6.00
6.60
7.00
25.87
24.00
6.00
4.00
4.00
25.20
6.00
4.20
5.00
10.00
7.50
1.33
2.00
10.50
6.00
1.75
2.00
10.00
7.50
1.33
1.50
12.00
6.00
2.00
2.00
12.00
6.00
2.00
2.00
14.40
6.00
2.40
2.50
144.00
21.31
0.82
18.48 60.00
13.32
0.34
7.39 60.00
9.99
72.00
10.66
0.34
7.39 0.41
9.24 1,096.91
22.19
16MMØ
472.22
12MMØ
227.38
10MMØ
397.32
TIE WIRE 100.00
5.60
17.86
18.00
100.00
6.00
16.67
17.00
250.00
66.53
133.33
6.00
22.22
23.00
133.33
5.60
23.81
24.00
88.70
40.00
6.00
13.33
14.00
74.59
12.50
6.00
4.17
5.00
26.64
133.33
6.00
22.22
23.00
85.01
133.33
5.60
23.81
24.00
88.70
22.19 1.42
62.83 988.89
85.01
578.02
5.60
0.00 7.01
12MMØ
101.23
10MMØ
476.78
TIE WIRE
7.01
16MMØ
151.52
12MMØ
53.30
10MMØ
55.50
TIE WIRE
4.00
18.99 128.86
168.00
7.50
84.00
7.50
6.00
559.65
588.00
6.00
2,175.60
24.00
12.00
12.00
12.00
127.92
41.00
6.00
151.70
8.00
12.00
4.00
12.00
42.64
46.00
6.00
170.20
6.00
6.00
8.00
784.00
162.00
184.00
2,916.00
1,104.00
454.56
151.52
19.81
7.50
387.48
151.52
8.80
12.00 12.00
42.64
1.00
6.00
9.47
1.00
7.50
11.84
1.00
6.00
9.47
1.00
10.50
16.57
2.00
6.00
18.94
2.00
6.00
18.94
41.00
6.00
151.70
56.00
7.50
28.00
7.50
186.55
1.00
7.50
11.84
6,272.00
95.86
5,822.49 4.00
784.00
1,296.00
1,988.70
8.00
8.00
162.00
14,112.00
662.90
42.60
0.00 16.00
6.00
151.52
2.00
12.00
37.88
10.00
9.00
142.05
4.00
6.00
37.88
196.00
6.00
32.00
12.00
725.20
16.00
12.00
170.56
4.00
6.00
37.88
4.00
7.50
47.35
4.00
6.00
37.88
4.00
10.50
66.29
8.00
6.00
75.76
8.00
6.00
75.76
41.00
6.00
151.70
8.00
162.00
5,184.00
606.08
35.21
69
32.00
12.00
16.00
12.00
8.00
41.00
1,312.00
606.08 170.56
16.00
6.00
151.52
8.00
12.00
151.52
16.00
6.00
151.52
184.00
6.00
680.80
328.00
12.00
370.00
10.50
246.00
7.50
170.00
10.50
41.00
185.00
7,585.00
8.91
5,568.17
95.53
3,496.48
51.52
92
3,451.18 41.00
85.00
3,485.00
1,638.98
23.67
1,585.68 10,172.31
75.19
76
#REF! #REF!
FINISHING WORKS PLASTERING WORKS MARK
LENGTH
HEIGHT
NO. OF SIMILAR
FACE
walls Exterior/Interior Plastering Total
Computation: Cement Sand
834.98 46.39
say say
835.00 50.00
bags m³
TILE WORKS MARK
LENGTH
WIDTH
(length) no. of pcs.
say
Ground Floor 24"x24"Homogenous floor tiles Library Moot Court SBO/SAS office Deans office 12"x12"Homogenous floor tiles Comport room (floor) Comport room (floor)
10.00 9.30 4.25 6.75
7.00 7.00 7.00 5.00
16.67 15.50 7.08 11.25
17.00 16.00 8.00 12.00
6.75 6.75
5.00 5.00
22.50 22.50
23.00 23.00
Comport room (wall) Comport room (wall) Comport room (wall) Comport room (wall) 24"x24"Homogenous floor tiles Class room
14.00 10.00 4.60 5.00
2.20 2.20 2.20 2.20
46.67 33.33 15.33 16.67
47.00 34.00 16.00 17.00
10.00 4.00 9.30 9.30 3.00 5.15 2.00 10.00 6.20 6.00
7.00 10.00 7.00 7.00 50.00 7.00 6.00 4.20 6.00 6.00
16.67 6.67 15.50 15.50 5.00 8.58 3.33 16.67 10.33 10.00
17.00 7.00 16.00 16.00 5.00 9.00 4.00 17.00 11.00 10.00
hallways lobbies porch platform balcony Entry along canopy area
fire scape areas stair & landing 2nd Floor 24"x24"Ceramic floor tiles area-1 cement fin. w/ h2o proofing area-1 3rd Floor 24"x24"Ceramic floor tiles area-1 cement fin. w/ h2o proofing area-1 roof deck cement fin. w/ h2o proofing area-1
2.00 7.00 3.70
5.00 4.50 4.50
3.33 11.67 6.17
4.00 12.00 7.00
8.00
7.00
13.33
14.00
3.00
4.50
8.00
7.00
13.33
14.00
3.00
4.50
8.00 3.00
7.00 4.50
CEILING WORKS MARK 2nd floor open ceiling
LENGTH
WIDTH
hardiflex ceiling board 8.50 1.20
(length) no. of pcs.
say
(length) no. of pcs.
say
5.00 2.00
total MARK 2nd floor open ceiling
LENGTH
WIDTH
double furring channel 8.50 1.20
5.00 2.00
21.25 1.20
comm'l. length
(length) no. of pcs.
3.00
14.13
22.00 2.00
total MARK 2nd floor open ceiling total MARK
LENGTH wall angle 42.40
LENGTH
2nd floor open ceiling total
carrying channel 8.50
PAINTING WORKS
ceiling area
mark
say
WIDTH 5.00
89.80 1st coating
(length) no. of pcs. 7.08
2nd coating
15.00
say 8.00
3rd coating
Flat latex paint Masonry putty latex color sand paper roller brush paint brush stupa rug
PAINTING WORKS
3.59 4.49 0.45 5.99
wall area
mark
Flat latex paint Semi-gloss Latex Easytite with hardener latex color sand paper roller brush paint brush stupa rug
Painting
door area
QDE paint Easytite with hardener Paint thinner tinting color sand paper roller brush paint brush stupa rug
Metal
mark
QDE paint Easytite with hardener Paint thinner tinting color sand paper roller brush paint brush stupa rug
Painting
2nd coating
12.34
2.57
3rd coating 12.34
3.70 74.06
mark
Painting
370.28 1st coating 14.81 14.81
2.99
Exterior wall
27.00 1st coating 0.90 0.36 0.50 0.11 5.40
336.34 1st coating 11.21 3.36 84.09
1,640.16
2nd coating
3rd coating
0.54
2nd coating
6.73
3rd coating
mark
1st coating 54.67 54.67 8.20
Flat latex paint Semi-gloss Latex latex color Patching Compound sand paper roller brush paint brush stupa rug Painting
2nd coating
41.00
3rd coating 32.80
164.02
Exposed Conc.
mark
Flat latex paint Semi-gloss Latex latex color sand paper roller brush paint brush stupa rug
56.89 1st coating 1.90 1.90 0.28 5.69
2nd coating
3rd coating
1.42
1.14
total no. of unit
total Area (m²)
TOILET PARTITIONS MARK Phenolic board female
male
urinal partitions
LENGTH 1.50 0.20 0.40 1.50 0.20 0.40 0.45
WIDTH 1.60 1.60 1.60 1.60 1.60 1.60 0.90
4.00 2.00 3.00 2.00 2.00 1.00 6.00
total
20.16 1.34 4.03 10.08 1.34 1.34 5.10 43.41
DOORS MARK Phenolic board female male total
LENGTH 0.60 0.60
WIDTH 1.60 1.60
total no. of unit 4.00 2.00
total Area (m²) 8.06 4.03 12.10
DECORATIVE STONE MARK
LENGTH
WIDTH
total Area (m²)
say
wall angle Area-1 Area-2 Area-3
9.00 1.75 9.50
1.00 5.00 2.00
36.00 17.50 38.00
36.00 18.00 18.00
Area-4 Area-5
9.50 9.00
1.00 0.60
19.00 10.80
total
19.00 11.00 102.00 25.50
ALUM. CLADDING MARK
LENGTH
WIDTH
total Area (m²)
say
wall angle Area-1
5.70 5.70
1.50 0.50
34.20 11.40
18.00 3.00
Area-2
17.70
1.50
53.10
54.00 75.00
total
FINISHING WORKS(Second floor) PLASTERING WORKS MARK
LENGTH
HEIGHT
NO. OF SIMILAR
#REF!
#REF!
#REF!
FACE
walls Exterior/Interior Plastering
2.00 Total
Computation: Cement Sand
#REF! #REF!
say say
500.00 35.00
bags m³
TILE WORKS MARK
LENGTH
WIDTH
(length) no. of pcs.
say
Ground Floor concrete pavers 24"x24"Granite tiles gen. merch. asessment area souvinir area photocopy/printing 300x300mm tile Toilet 400x400mm tile Stairs Peeble washed out
27.50
2.40
10.00 5.00 7.00 12.00
4.00 5.20 4.20 8.00
16.67 8.33 11.67 20.00
17.00 9.00 12.00 20.00
1.60 5.90 1.60
1.50 1.60 1.50
5.33
6.00
5.33
6.00
11.00
2.00
27.50
2.40
4.00 16.00
3.00 6.00
mezz. Floor concrete pavers 24"x24"Granite tiles open room storage 1,2,3,4 Corridor
plain cement fin. Stairs Peeble washed out 2nd floor plain cement fin. corridor-1 corridor-2 24"x24"Granite tiles dig./audio visual photo studio wellness room office 300x300mm tile toilet Toilet
29.00
2.25
11.00
2.00
27.50 27.50
2.25 2.40
8.00 4.00 4.00 4.00
8.00 8.00 8.00 8.00
1.50 5.90
1.45 1.60
5.00
5.00
CEILING WORKS MARK
LENGTH
WIDTH
4th floor .19mx3mts long Hall way-1 Hall way-2 Hall way-3 Hall way-4 Hall way-5
37.40 20.70 32.00 13.00 10.00
2.00 2.00 2.00 2.00 4.00
1/4"thk. Hardiflex hall way
2.00
2.00
(length) no. of pcs.
say
6.00
total
MARK
LENGTH
double furring channel hallway total
MARK
280.00
LENGTH
WIDTH
2.00
comm'l. length(m)
total length (l.m) 2,800.00
total length (l.m)
comm'l. length(m) 5.00
say
wall angle hallway
1" conc. Nail
560.00 3.00 186.67 560.00 total area(m²) length/sq.m comm'l. length 24.00 1.50 5.00 5.00 15.00 total area(m²) no. of pcs./sq.m 24.00 20.00 total lenght(l.m²) kgs./l.m 560.00 0.03
Painting
ceiling area
total carrying channel double furring clip blind rivets
mark
Flat latex paint Semi-gloss Latex Easytite with hardener latex color sand paper roller brush paint brush stupa rug
Painting mark
QDE paint Easytite with hardener Paint thinner tinting color sand paper roller brush paint brush stupa rug
door area
24.00 1st coating 0.80 0.80 0.24 0.12 2.40
#REF! 1st coating #REF! #REF! 0.75 #REF! #REF!
2nd coating
0.60
2nd coating
#REF!
187.00 187.00 7.20
480.00 14.00
3rd coating 0.40
3rd coating
Painting
Metal
139.20 1st coating 4.64 1.39 0.46
mark
QDE paint Easytite with hardener Paint thinner tinting color sand paper roller brush paint brush stupa rug
Painting
Interior wall
#REF! 1st coating #REF! #REF! #REF! #REF!
mark
Flat latex paint Semi-gloss Latex latex color sand paper roller brush paint brush stupa rug
2nd coating
3rd coating
2.78
2nd coating
3rd coating
#REF!
#REF!
total no. of unit
total Area (m²)
TOILET PARTITIONS MARK Phenolic board female
male
urinal partitions
LENGTH 1.50 0.20 0.40 1.50 0.20 0.40 0.45
WIDTH 1.60 1.60 1.60 1.60 1.60 1.60 0.90
4.00 2.00 3.00 2.00 2.00 1.00 6.00
total
20.16 1.34 4.03 10.08 1.34 1.34 5.10 43.41
DOORS MARK Phenolic board female male total
LENGTH 0.60 0.60
WIDTH 1.60 1.60
total no. of unit 4.00 2.00
total Area (m²) 8.06 4.03 12.10
DECORATIVE STONE MARK
LENGTH
WIDTH
total Area (m²)
say
wall angle Area-1 Area-2 Area-3 Area-4 Area-5
9.00 1.75 9.50 9.50 9.00
1.00 5.00 2.00 1.00 0.60
36.00 17.50 38.00 19.00 10.80
total
36.00 18.00 18.00 19.00 11.00 102.00 25.50
ALUM. CLADDING MARK
LENGTH
WIDTH
total Area (m²)
say
wall angle Area-1 Area-2 Area-3 total
1.50 1.50 7.00
16.00 14.00 4.00
48.00 42.00 28.00
48.00 42.00 28.00 118.00
Quantity of cement and sand for plaster per square meter area Mixture class
8 mm
A B C D Sand
Cement in bags Thickness of Plas 12mm
0.144 0.096 0.072 0.06 0.008
0.216 0.144 0.108 0.09 0.012
AREA (m²)
1,855.51
(width) no. of pcs.
say
total no. of pcs.
11.67 11.67 11.67 8.33
12.00 12.00 12.00 9.00
204.00 192.00 96.00 108.00
16.67 16.67
17.00 17.00
391.00 391.00
7.33 7.33 7.33 7.33
8.00 8.00 8.00 8.00
376.00 272.00 128.00 136.00
11.67 16.67 11.67 11.67 83.33 11.67 10.00 7.00 10.00 10.00
12.00 17.00 12.00 12.00 84.00 12.00 10.00 7.00 10.00 10.00
204.00 119.00 192.00 192.00 420.00 108.00 40.00 119.00 110.00 100.00
total no. of pcs.
600.00 391.00 391.00 782.00
912.00
total area (m²)
70.00 65.10 29.75 33.75 33.75 33.75 30.80 22.00 10.12 11.00 70.00 40.00 65.10 65.10 150.00 36.05 12.00 42.00 37.20 36.00
58.23
8.33 7.50 7.50
9.00 8.00 8.00
36.00 96.00 56.00
11.67
12.00
168.00 168.00
10.00 31.50 16.65
1,792.00
56.00
13.50
11.67
12.00
56.00
168.00 168.00
182.00
#REF! 13.50 56.00 13.50
(width) no. of pcs.
say
69.50
total no. of pcs.
total area (m²)
42.50 2.40 44.90 (width) no. of pcs.
say
21.25 1.20 (width) no. of pcs.
22.00 2.00
say
total no. of pcs. 44.00 4.00 48.00 total no. of pcs.
#REF!
14.76 0.83 no. of pcs.
furring clip
12.50 5.00
21.25 3.00
no. of pcs.
265.63 15.00
pcs total area (m²)
no. of pcs.
say
total no. of pcs.
total area (m²)
42.50 42.50
3rd coating
gal
say
unit
15.00 1.00 16.00 pcs say
270.00 20.00 290.00 pcs say 15.00 15.00
(width) no. of pcs.
say
no. of pcs.
say 8.00 8.00
9.15
4.00 4.00
0.90 -
1.00 4.00 1.00 20.00 2.00 5.00 5.00
tin gal lits pcs pcs pcs kg
5,716.80
1
3rd coating
gal 39.50
say 4.00 4.00
3.70 9.87
4.00 10.00
unit tin tin
4.00 80.00 5.00 12.00 10.00
lits pcs pcs pcs kg
5,716.80
1 2 3 3rd coating
gal/tin
say
1.44
2.00 1.00 1.00 0.50 20.00 4.00 2.00
3rd coating 17.94
gal/tin 4.00
say 4.48
5.00 5.00 2.00 4.00 10.00 5.00
unit gal gal gal lits pcs pcs pcs kg
unit tin gal gal lits pcs pcs pcs kg
4 5
6 7 8 9 10 11 12 13
114.34
Acrylic semi-gloss latext paint fi
114.34
Acrylic semi-gloss latext paint fi Flat latex paint boysen white Flat wall enamel paint Q.D.E. Paint Boysen Masonry putty Easytite w/ Hardiner Perlite (patching compound) Stikwel Sand paper Paint Rower Paint Brush Paint Thinner Consumable like tinting colors
3rd coating
gal 128.48
3rd coating
4.00 4.00
13.67 32.12
4.00 4.00
0.47 1.11
gal 4.46
say
say
unit m²
say 14.00 35.00 9.00 2.00 200.00 8.00 15.00 10.00
say 1.00 2.00 10.00 10.00 1.00 2.00 3.00
unit tin tin lits sacks pcs pcs pcs kg
unit gal gal lits pcs pcs pcs kg
15.00 37.00
26.00
6.80 7.00
917.40 811.80 224.40 1,953.60
unit m² m²
AREA (m²)
#REF! #REF! #REF!
(width) no. of pcs.
say
total no. of pcs.
total no. of pcs.
total area (m²)
66.00 6.67 8.67 7.00 13.33
7.00 9.00 7.00 14.00
119.00 81.00 84.00 280.00
40.00 26.00 29.40 96.00
5.00
5.00
30.00
5.00
5.00
30.00
2.40 9.44 2.40 22.00
191.40 sq.m sq.m sq.m 11.84 sq.m
66.00 12.00 96.00 108.00
sq.m
65.25 22.00
65.25 sq.m
sq.m
61.88 66.00 127.88 sq.m 64.00 32.00 32.00 32.00 4.83
5.00
2.18 9.44
25.00
160.00 sq.m sq.m 11.62
sq.m
sq.m
Quantity of cement and sand for plaster per square meter area Mixture class
8 mm
A B C D Sand (width) no. of pcs.
say
total no. of pcs.
Cement in bags Thickness of Plas 12mm
0.144 0.096 0.072 0.06 0.008
total area (m²)
no. of pcs.
say
74.80 41.40 64.00 26.00 40.00 246.20
131.23 72.63 112.28 45.61 70.18
132.00 73.00 113.00 46.00 71.00 435.00
24.00
8.33
9.00
0.216 0.144 0.108 0.09 0.012
total no. of pcs. 560.00
say 560.00 560.00
unit
24.00
8.33
3,500.00
907.00
9.00 pcs
area (m²)
pcs pcs
560.00
unit
pcs pcs 4.00 75.00
pcs
240.00
pcs
0.50
kgs
3rd coating
gal 1.80
say 4.00 4.00
0.20 0.45
2.00 4.00 4.00 2.00 30.00 2.00 5.00 5.00
unit gal gal gal lits pcs pcs pcs kg
5,716.80
1 2 3 3rd coating #REF!
gal/tin 4.00
say #REF!
3.00 4.00 4.00 1.00 50.00 8.00 10.00
unit tin gal gal lits pcs pcs pcs kg
4 5
6 7 8 9 10 11 12 13
114.34
Acrylic semi-gloss latext paint fi Flat latex paint boysen white Flat wall enamel paint Q.D.E. Paint Boysen Masonry putty Easytite w/ Hardiner Perlite (patching compound) Stikwel Sand paper Paint Rower Paint Brush Paint Thinner Consumable like tinting colors
3rd coating 7.42
3rd coating
gal/tin 4.00
say 1.86
gal #REF!
say
say
unit
5.00 5.00
unit gal gal gal lits pcs pcs pcs kg
10.00 22.00 6.00 330.00 15.00 20.00 20.00
unit tin tin lits pcs pcs pcs kg
8.00 3.00 5.00
say 4.00 4.00
#REF! #REF!
m²
26.00 unit m²
6.80 7.00
917.40 811.80 224.40 1,953.60
er per square meter area
Cement in bags Thickness of Plaster 16mm 20mm 25mm 0.288 0.192 0.144 0.12 0.016
59.00
0.36 0.24 0.18 0.15 0.02
3.67
0.45 0.3 0.225 0.188 0.025
4.00
472.00
Acrylic semi-gloss latext paint finish, boysen white
Acrylic semi-gloss latext paint finish, boysen white Flat latex paint boysen white Flat wall enamel paint Q.D.E. Paint Boysen Masonry putty Easytite w/ Hardiner Perlite (patching compound) Sand paper Paint Rower Paint Brush Paint Thinner Consumable like tinting colors
gals gals gals gals gals ltrs ltrs lits pcs pcs pcs gals lits
10.00 6.00 2.00 1.00 1.00 2.00 10.00 1.00 150.00 2.00 5.00 2.00 2.00
5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00
50.00 30.00 10.00 5.00 5.00 10.00 50.00 5.00 750.00 10.00 25.00 10.00 10.00
er per square meter area
Cement in bags Thickness of Plaster 16mm 20mm 25mm 0.288 0.192 0.144 0.12 0.016
0.36 0.24 0.18 0.15 0.02
0.45 0.3 0.225 0.188 0.025
Acrylic semi-gloss latext paint finish, boysen white Flat latex paint boysen white Flat wall enamel paint Q.D.E. Paint Boysen Masonry putty Easytite w/ Hardiner Perlite (patching compound) Sand paper Paint Rower Paint Brush Paint Thinner Consumable like tinting colors
gals gals gals gals gals ltrs ltrs lits pcs pcs pcs gals lits
10.00 6.00 2.00 1.00 1.00 2.00 10.00 1.00 150.00 2.00 5.00 2.00 2.00
5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00
50.00 30.00 10.00 5.00 5.00 10.00 50.00 5.00 750.00 10.00 25.00 10.00 10.00
CONCRETE WORKS MARK F-1 FTB
FOR ONE (1) STRUCTURE NO. OF SIMILAR WIDTH HEIGHT LENGTH (m.) STRUCTURE (m.) (m.) 1.50 1.50 0.30 6.00
TOTAL VOLUME (m³) 4.05
4.05
5.00 4.00
0.25 0.25
0.30 0.30
3.00 4.00
1.13 1.20
2.33
5.00 4.00
0.20 0.20
0.25 0.25
3.00 4.00
0.75 0.80
1.55
C-1 C-2 C-1
0.30 0.30 0.30
0.30 0.30 0.30
8.30 8.45 8.61
2.00 2.00 2.00
1.49 1.52 1.55
4.56
B-1 B-2 B-3 B-4
5.00 4.00 5.00 5.00 2.12
0.25 0.25 0.30 0.25 0.20
0.35 0.35 0.40 0.30 0.25
2.00 4.00 1.00 1.00 1.00
0.88 1.40 0.60 0.38 0.11
3.36
LB-1
2.00
0.20
0.30
1.00
0.12
0.12
CB-1
1.20
0.20
0.30
2.00
0.14
0.14
RB-1 RB-2 RB-3 RB-4
5.00 4.00 5.00 5.00 2.12
0.20 0.20 0.25 0.15 0.15
0.25 0.25 0.30 0.25 0.20
2.00 4.00 1.00 1.00 1.00
0.50 0.80 0.38 0.19 0.06
1.93
LB-2
2.00
0.15
0.25
1.00
0.08
0.08
CB-2
1.20
0.15
0.25
2.00
0.09
0.09
SLAB ON FILL
8.00 1.20
5.00 2.00
0.10 0.10
1.00 1.00
4.00 0.24
4.24
5.00 5.00 2.12 1.20 3.20 1.20
4.00 1.88 2.00 2.00 2.13 9.00
0.10 0.10 0.10 0.10 0.13 0.10
1.00 1.00 1.00 1.00 1.00 1.00
2.00 0.94 0.42 0.24 0.85 1.08
GB
SUSPENDED SLAB
STAIRS
Total
3.60 1.93
27.98
30.22 say
36.45 37.00
2.03 2.50
4.05 5.00
20.93 21.00
1.16 1.50
2.33 3.00
13.95 14.00
0.78 1.00
1.55 2.00
41.08 42.00
2.28 2.50
4.56 5.00
30.20 31.00 1.08 2.00 1.30 2.00
1.68 2.00 0.06 0.10 0.07 0.10
3.36 4.00 0.12 0.20 0.14 0.20
17.33 18.00 0.68 1.00 0.81 1.00
0.96 1.00 0.04 0.05 0.05 0.05
1.93 2.00 0.08 0.10 0.09 0.10
38.16 39.00
2.12 2.50
4.24 5.00
32.44
1.80
3.60
17.39 39.00 302.15 303.00
0.97 2.50 15.11 16.00
1.93 5.00 30.22 32.00
351.00
Proj. Engineer Construction Foreman Mason Carpenter H.E. Operator L.E. Operator Driver Steelman Labor Painter Roof Installer
Welder Glass Installer Plumber Electrician
Rate/day Rate/hour 600.00 75.00 450.00 56.25 375.00 46.88 375.00 46.88 400.00 50.00 325.00 40.63 300.00 37.50 300.00 37.50 250.00 31.25 350.00 43.75 350.00 43.75 375.00 46.88 300.00 37.50 325.00 40.63 325.00 40.63
Road Grader Payloader Road Roller Water Truck Transit Mixer One Bagger Mixer Concrete Cutter Concrete Vibrator Welding Machine Electric grinder Bar cutter
Rate/day Rate/hour 7,500.00 7,000.00 6,500.00 4,500.00 1,500.00 400.00 400.00 250.00 450.00 150.00 200.00
Description
Amount
Portland Cement
225.00
Screened Gravel
450.00
Washed Sand
400.00
Asphalt Sealant
110.00
Assorted Nails
75.00
16mmØ Def. bars
40.00
Form Lumber 2"x5"x12' Coco lumber Aggregate Sub-Basecoarse #16 G.I. tie wire 1/2"x4'x8' Form Plywood Asst. Form lumber 6" CHB Tile Adhessive
24.00 400.00 60.00 560.00 24.00 10.50 190.00
16"x16" Ceramic tile
85.00
16"x16" Outdoor tile
65.00
Tile Grout
25.00
Flat Latex paint
1,810.00
Semi-gloss Latex paint
2,370.00
Latex color Patching compound
120.00 15.00
Stickwel
195.00
Roller brush
100.00
Paint brush
45.00
Sandpaper
25.00
Stupa Rag
20.00
unit /bags /cu.m /cu.m /lit /kg /kg /bd.ft /cu.m /kg /pc /bd.ft /pc /bags /pc /pc /kg /tin /tin /lit /kg /lit /pc /pc /pc /kg
Tile Roof Roofing sheet (.5mm thk.)
420.00
/sq.m
Ridge roll
450.00
/pc
Gutter
450.00
/pc
1.75
/pc
Tekscrew Silicon Sealant
150.00
/tube
Blind Rivets
500.00
/box
Touch-up paint
150.00
/lit
1.5mm x 2"x6" CEE purlins
650.00
/pc
1.2mm x 2"x4" CEE purlins
397.00
/pc
1.0mm x 2"x3" CEE purlins
400.00
/pc
10mmØ Plain Round bar
138.00
/pc
1/4" x 10"x10" Base plate
250.00
/pc
1,200.00
/box
Welding rod 12mmØ x 10" Anchor bolts w/
120.00
/pc
8"x8" Glazed tile
32.00
/pc
8"x8" Unglazed tile
32.00
/pc
Tile trim
78.00
/pc
Tile Grout
25.00
/kg
450.00
/pc
4"Ø Diamond cutter
3"Ø PVC pipe
460.00
/pc
53.00
/pc
3,250.00
/pc
3/16"x1" Flat bar
235.00
/pc
3/4"x3/4" Square bar
245.00
/pc
2,500.00
/lot
65.00
/pc
3"Ø PVC Elbow 1/4 bend 2"Ø Stainless Steel pipe
Welding rod/Accessories 4"Ø Grinding disk Water closets w/ Accessories
2,800.00
Wall hang lavatory w/ Accessories
1,800.00
Soap holder
250.00
Tissue holder
250.00
Towel holder
450.00
4"x4" Floor drain
350.00
Ordinary faucet
65.00
Clean water line pipes and accessories
2,000.00
Sewer pipe line and accessories
3,500.00
2x40W FL lamp w/ housing
1,500.00
25W CFL 4"x4" Pinlight Receptacle 4"Ø
60.00 250.00 50.00
Single pole switch
120.00
Two pole switch
165.00
3-Way switch
210.00
Main ACB 6-holes
1,850.00
4"x4" Junction box
35.00
2"x4" Utility box
35.00
1/2"Ø PVC pipe x 3.00 mts.
61.00
3.5mm² THHN wire 14mm² THHN wire 1'Ø PVC pipe x 3.00 mts.
3,207.50 85.84 102.00
1"Ø Long sweep elbow
38.00
1/2"Ø PVC Long sweep elbow
25.00
1"Ø RSC pipe x 3.00 mts. 1"Ø Entrance cap 3-Pole secondary rack 1"Ø Long sweep elbow (RSC) Electrical tape Hardiflex ceiling board
420.00 65.00 285.00 85.00 45.00 420.00
0.40mm 19mm x 50mm x 5m Double furring channel
115.00
0.80mm 12mm x 38mm x 5m Carrying Channel
140.00
0.40mm 25mm x 25mm x 3m Wall angle W-Clip
85.00
1-1/2" Concrete nail
90.00
Mesh tape
8.00 150.00
Blind rivets
500.00
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