MSU Estimates
MSU Estimates
BILL OF QUANTITIES
(SUMMARY OF ITEMS)
EQUIPMENT REQUIREMENT
QTY DESCRIPTION Rate/ day
1.0 Bagger Mixer 500.00
1.0 Concrete Vibrator 500.00
1.0 Plate Compactor 500.00
2.0 Welding Machine 150.00
1.0 Cut off Machine 150.00
1.0 Transit Mixer 1,500.00
1.0 Pumpcrete 1,500.00
1.0 Backhoe 1,500.00
1.0 Bar Cutter 50.00
1.0 Grinder 50.00
1.0 Service Truck 1,000.00
Position: Proprietor/Manager
TIES
EMS)
MANPOWER REQUIREMENT
QTY DESCRIPTION Rate / day
5.0 Mason 550.00
5.0 Carpenter 550.00
3.0 Steelman 600.00
1.0 Tinsmith 600.00
1.0 Electrician 600.00
20.0 Laborer 450.00
1.0 Plumber 600.00
1.0 Foreman 800.00
1.0 Engineer 1,000.00
1.0 Safety Officer 1,000.00
1.00 Painter 600.00
BILL OF QUAN
10,000.00
5,000.00
22,454.25
55,000.00
3,900.00
96,354.25
15,000.00
10,000.00
-
25,000.00
38,675.00
31,601.50
6,000.00
3,500.00
37,900.00
117,694.88
74,694.75
38,850.00
113,544.75
347,461.00
173,600.00
56,034.00
869,450.00
273,500.00
1,720,045.00
292,690.00
96,250.00
388,940.00
1,837,802.33
1,799,887.67
1,170,000.00
4,807,690.00
1,520,826.12
2,281,202.24
322,500.00
3,715,050.00
251,690.00
247,506.00
144,000.00
35,700.00
-
41,862.48
123,383.04
41,871.48
-
182,550.00
240,250.00
1,308,813.00
-
33,160.00
31,867.25
10,300.00
19,551.00
13,900.00
14,434.00
91,100.00
19,800.00
234,112.25
-
37,140.00
41,000.00
47,300.00
43,000.00
42,000.00
134,060.00
40,600.00
385,100.00
-
49,387.00
10,000.00
59,387.00
-
176,000.00
-
176,000.00
-
82,500.00
-
82,500.00
-
28,000.00
15,400.00
43,400.00
15,000.00
4,500.00
19,500.00
13,293,131.13
NTITIES
One million eight hundred thirty-seven thousand eight hundred two pesos and thirty-three centavos
One million seven hundred ninety-nine thousand eight hundred eighty-seven pesos and sixty-seven centavos
One million one hundred seventy thousand pesos
Four million eight hundred seven thousand six hundred ninety pesos
One million five hundred twenty thousand eight hundred twenty-six pesos and twelve centavos
Two million two hundred eighty-one thousand two hundred two pesos and twenty-four centavos
Three hundred twenty-two thousand five hundred pesos
Three million seven hundred fifteen thousand fifty pesos
Thirteen million two hundred ninety-three thousand one hundred thirty-one pesos and thirteen centavos
Contract ID: AB (OSA) - 013 - 2025
Contract Name: RETROFITTING OF ACADEMIC BUILDING (OLD OSA) Re-bid
Location of Contract: Mindanao State University Campus, Fatima, General Santos City, Philippines
BILL OF MATERIALS
Project Billboard/Signboard
Description of materials Unit Qty Unit Cost
Project Billboard/Signboard ls 1.00 5,000.00
Sub Total
Temporary Facilities
Description of materials Unit Qty Unit Cost
Plywood 1/2 pcs 10.00 661.50
CWN #3 kg 5.00 84.00
CWN #1 kg 5.00 84.00
2x3x12 Cocolumber length 30.00 126.00
Tiewire #16 pcs 9.00 78.75
GI Sheet 12feet pcs 9.00 262.50
2.0 thhn wire m 40.00 31.50
3.5 thhn wire m 60.00 42.00
receptacle pcs 3.00 78.75
light 15w pcs 3.00 126.00
plug pcs 5.00 52.50
outlet pcs 3.00 52.50
vulcaseal litre 1.00 262.50
umbrella nails kg 5.00 78.75
pe pipe 1/2 m 15.00 21.00
faucet pcs 1.00 105.00
pe fittings lot 1.00 1,050.00
water meter pcs 1.00 451.50
electric meter pcs 1.00 630.00
electrical tape pcs 2.00 63.00
Sub Total
B. LABOR COST
Safety and Health Program
Duration
Manpower Reqiurement Req'd (days) Rate per day
Carpenter 2 1.00 550.00
Labor 4 1.00 450.00
Engineer 1 1.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
AL REQUIREMENTS
Cost
10,000.00
10,000.00
Cost
5,000.00
5,000.00
Cost
6,615.00
420.00
420.00
3,780.00
708.75
2,362.50
1,260.00
2,520.00
236.25
378.00
262.50
157.50
262.50
393.75
315.00
105.00
1,050.00
451.50
630.00
126.00
22,454.25
ees
Cost
55,000.00
55,000.00
Total
1,100.00
1,800.00
1,000.00
3,900.00
92,454.25
3,900.00
96,354.25
Contract ID: AB (OSA) - 013 - 2025
Contract Name: RETROFITTING OF ACADEMIC BUILDING (OLD OSA) Re-bid
Location of Contract: Mindanao State University Campus, Fatima, General Santos City, Philippines
BILL OF MATERIALS
B. LABOR COST
Safety and Health Program
Duration
Manpower Reqiurement Req'd (days) Rate per day
Carpenter 0 0.00 550.00
Labor 0 0.00 450.00
Engineer 0 0.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
posal
Cost
15,000.00
15,000.00
Cost
10,000.00
10,000.00
Total
0.00
0.00
0.00
0.00
25,000.00
0.00
25,000.00
Contract ID: AB (OSA) - 013 - 2025
Contract Name: RETROFITTING OF ACADEMIC BUILDING (OLD OSA) Re-bid
Location of Contract: Mindanao State University Campus, Fatima, General Santos City, Philippines
BILL OF MATERIALS
Structural Excavation
Description of materials Unit Qty Unit Cost
cu.m 110.55 350.00
Sub Total
Compacted Earthfill
Description of materials Unit Qty Unit Cost
Compacted Earthfill ls 1.00 6,000.00
Sub Total
Gravel Bedding
Description of materials Unit Qty Unit Cost
Gravel Bedding cu.m 10.00 350.00
Sub Total
B. LABOR COST
Safety and Health Program
Duration
Manpower Reqiurement Req'd (days) Rate per day
Mason 2 7.00 550.00
Labor 8 7.00 450.00
Engineer 1 5.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
AL REQUIREMENTS
backhoe
Cost 10 cu.m/ hr
31,602.37
31,602.37 c-1 0.40 0.40 0.4 0.06
c-2 0.30 0.30 0.4 0.04
f-1 1.50 1.50 0.40 0.90
f-2 1.50 1.50 0.25 0.56
Cost f-3 2.30 2.30 0.25 1.32
6,000.00
6,000.00 f-1 1.50 1.50 0.10 0.23
f-2 1.50 1.50 0.10 0.23
f-3 2.30 2.30 0.10 0.53
0.98
Cost
3,500.00
3,500.00
Total
7,700.00
25,200.00
5,000.00
37,900.00
79,794.88
37,900.00
117,694.88
unit
3 6.75
19 64.125
5 39.675
110.55
3 0.675
19 4.275
4 2.116
7.066
Contract ID: AB (OSA) - 013 - 2025
Contract Name: RETROFITTING OF ACADEMIC BUILDING (OLD OSA) Re-bid
Location of Contract: Mindanao State University Campus, Fatima, General Santos City, Philippines
BILL OF MATERIALS
Scaffolding
Description of materials Unit Qty Unit Cost
Scaffold Rental pc 150.00 120.00
Sub Total
B. LABOR COST
Duration
Manpower Reqiurement Req'd (days) Rate per day
Mason 2 13.00 550.00
Labor 3 13.00 450.00
Engineer 1 7.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
AFFOLDING
columns l w h area
Cost c-1 0.4 0.4 3.2 1.28
29,106.00 c-2 0.3 0.3 3.2 0.96
840.00
840.00 plywood area
25,200.00 2.88
708.75
56,694.75
scaffold rental
Cost 5 pesos/per day
18,000.00 24 days
18,000.00
Total
14,300.00
17,550.00
7,000.00
38,850.00
74,694.75
38,850.00
113,544.75
face area pcs surface area
4 5.12 21 107.52
4 3.84 5 19.2
126.72
Contract ID: AB (OSA) - 013 - 2025
Contract Name: RETROFITTING OF ACADEMIC BUILDING (OLD OSA) Re-bid
Location of Contract: Mindanao State University Campus, Fatima, General Santos City, Philippines
BILL OF MATERIALS
MASONRY WORKS
Description of materials Unit Qty Unit Cost
Cement bags 480.00 215.00
Sand cu.m. 124.00 350.00
Gravel cu.m. 115.00 450.00
tie wires kg 120.00 85.00
12mm dia. RSB lnts 1,165.00 330.00
10mm dia. RSB lnts 1,455.00 190.00
Sub Total
B. LABOR COST
Safety and Health Program
Duration
Manpower Reqiurement Req'd (days) Rate per day
Steelman 1 35.00 600.00
Mason 1 35.00 550.00
Carpenter 1 35.00 550.00
Labor 12 35.00 450.00
Engineer 1 25.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
AL REQUIREMENTS
l w h
C-1 0.4 0.4 12-20mm 7.95
Cost c-2 0.3 0.3 8-16mm 7.95
347,461.00 c-3 0.3 0.3 8-16mm 7.95
347,461.00 ties 0.6 0.6 10mm 7.95
Cost
56,034.00
56,034.00
Cost
103,200.00
43,400.00
51,750.00
10,200.00
384,450.00
276,450.00
869,450.00
Total
21,000.00
19,250.00
19,250.00
189,000.00
25,000.00
273,500.00
1,446,545.00
273,500.00
1,720,045.00
duplicates
22
3
2
Contract ID: AB (OSA) - 013 - 2025
Contract Name: RETROFITTING OF ACADEMIC BUILDING (OLD OSA) Re-bid
Location of Contract: Mindanao State University Campus, Fatima, General Santos City, Philippines
BILL OF MATERIALS
B. LABOR COST
Safety and Health Program Duration
Manpower Reqiurement Req'd (days) Rate per day
Tinsmith 1 25.00 550.00
Labor 6 25.00 450.00
Engineer 1 15.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
L REQUIREMENTS
Cost
173,250.00
56,400.00
47,040.00
16,000.00
292,690.00
Total
13,750.00
67,500.00
15,000.00
96,250.00
292,690.00
96,250.00
388,940.00
Contract ID: AB (OSA) - 013 - 2025
Contract Name: RETROFITTING OF ACADEMIC BUILDING (OLD OSA) Re-bid
Location of Contract: Mindanao State University Campus, Fatima, General Santos City, Philippines
BILL OF MATERIALS
Sub Total
B. LABOR COST
Safety and Health Program
Duration
Manpower Reqiurement Req'd (days) Rate per day
Steelman 5 75.00 550.00
Labor 25 75.00 450.00
Engineer 2 60.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
bulding 1
pcs
t-1 5 13.7 68.5
t-2 5 13.7 68.5
t-3 4 13.7 54.8
t-4 2 3.3 6.6
Cost web 20 2.2 44
102,500.00 base plate 3
139,375.00 8
8,400.00 l duplicates rqrd
13,200.00 16mm 16 8 128
25,200.00 c15 x 50 x 2mm thk cee pu 20 28.54 570.8
37,500.00 75 x 75 x 6 x 1.35mm long 20 24 480
13,650.00 10mm dia. plain round bar 13.7 24 328.8
7,200.00 c100 x 50 x 2mm thk cee p 5 17.2 86
114,000.00
315,000.00 100mm dia. GI pipe grade 4.8
19,710.00 8mm thk gusset plate
17,500.00 L65 x 65 x 6mm
49,400.00 1.5' x 1.5" x 5mm thk
345,600.00 2' x 4" ss rec. tube
234,000.00 1' x 1" ss rec tube
382,500.00 10mm dia. rsb
102,000.00 12mm dia. rsb
84,550.00 12mm dia. anchor bolts w/ nuts and washer
100,700.00 16mm dia. rsb
131,340.00 bulding 2
130,000.00 roof truss framing length pcs duplicate
200,100.00
203,000.00 t-1 12 3
31,960.00
17,850.00
13,680.00 20mm dia. grade 60 drb 1 12
156,000.00 10mm dia. plain round b 15 2
36,075.00 9.15 6
198,000.00 12mm dia turn buckle
120,000.00 lnt pcs duplicate
95,700.00 2" x 6"x2mm thk cee pur 39.73 12
192,000.00 2" x 6"x2mm thk cee pur 6.85 28
39.73 7
2" x 2" x 3.5mm thk ang 12 2 3
3,637,690.00 2" x 2" x 3.5mm thk ang 1.2 24 3
2" x 2" x 3.5mm thk ang 0.7 20 9
2" x 2" x 4mm thk angle 7.17 2 9
roof truss framing length pcs duplicate
t-2 9.15 9 4
Total
206,250.00
843,750.00
120,000.00
1,170,000.00
3,637,690.00
1,170,000.00
4,807,690.00
web distance
0.7
0.7
bulding 2
web length diagonal web distance
0.6 1 0.7
reqrd
12
30
54.9
24
reqrd
476.76
191.8
278.11
72
86.4
126
129.06
web length diagonal web distance
0 1.2 0.7
Contract ID: AB (OSA) - 013 - 2025
Contract Name: RETROFITTING OF ACADEMIC BUILDING (OLD OSA) Re-bid
Location of Contract: Mindanao State University Campus, Fatima, General Santos City, Philippines
BILL OF MATERIALS
Sub Total
B. LABOR COST
Safety and Health Program
Duration
Manpower Reqiurement Req'd (days) Rate per day
Mason 3 25.00 550.00
Carpenter 3 25.00 550.00
Labor 8 25.00 450.00
Engineer 1 150.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
roof truss framing length pcs web length
t-1 13.7 2
t-2 13.7 4 2.2
t-3 13.7 2 2.2
t-4 4 7
rb 3.5 14
pcs
Cost t-1 5 13.7 68.5
121,500.00 t-2 5 13.7 68.5
270,000.00 t-3 4 13.7 54.8
315,000.00 t-4 2 3.3 6.6
247,250.00 web 20 2.2 44
828,750.00 base plate 3
1,477,500.00 8
45,050.00 l duplicates rqrd
87,500.00 16mm 16 8 128
0 20 28.54 570.8
3,392,550.00
Total
41,250.00
41,250.00
90,000.00
150,000.00
322,500.00
3,392,550.00
322,500.00
3,715,050.00
web distance
0.7
0.7
BILL OF MATERIALS
Sub Total
Tile Works
Description of materials Unit Qty Unit Cost
30 x 60 glazed ceramic tiles 157.00 98.00
60 x 60 glazed ceramic tiles 1,051.00 165.00
cement 145.00 215.00
Grout 45.00 75.00
Diamond Wheel 25.00 190.00
Sand 55.00 250.00
Screen 1/8" 4.00 45.00
Tile Trim ( 2.4m) 25.00 210.00
nylon #45 5.00 45.00
Sub Total
Sub Total
Painting Works
Description of materials Unit Qty Unit Cost
Concrete Nuetralizer gal 12.00 418.00
Skimcoat bags 56.00 561.00
Sandpaper #100 pcs 225.00 22.00
Sandpaper #120 pcs 225.00 22.00
Tex-a-kote Primer White gal 42.00 829.40
Semi Gloss White gal 42.00 721.60
Paint Brush #2 pcs 10.00 44.00
Paint Brush #4 pcs 10.00 66.00
Paint Roller #9 pcs 8.00 71.50
Paint Roller #4 pcs 8.00 49.50
Paint Reducer gal 10.00 599.50
Cast gal 42.00 550.00
Non-sag a+b gal 6.00 2,900.00
Masking Tape 1" pcs 55.00 44.00
Flat White ( Ceiling) gal 35.00 616.00
Concrete Bond gal 18.00 830.50
Paint tray pcs 6.00 82.50
Putty Knife pairs 12.00 33.00
Lacquer thinner gal 12.00 605.00
Sub Total
Toilet Partition
Description of materials Unit Qty Unit Cost
6" CHB lnts 1,215.00 20.00
gravel 35.00 450.00
sand 20.00 350.00
portland cement 45.00 215.00
10mm dia. deformed bars 150.00 425.00
16mm dia. bars 60.00 985.00
tie wires 35.00 85.00
Sub Total
B. LABOR COST
Safety and Health Program
Duration
Manpower Reqiurement Req'd (days) Rate per day
Skilled 3 35.00 550.00
Non-skilled 10 35.00 450.00
Engineer 1 25.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
roof truss framing length pcs web length
t-1 13.7 2
t-2 13.7 4 2.2
t-3 13.7 2 2.2
t-4 4 7
rb 3.5 14
pcs
Cost t-1 5 13.7 68.5
41,250.00 t-2 5 13.7 68.5
17,100.00 t-3 4 13.7 54.8
10,780.00 t-4 2 3.3 6.6
1,980.00 web 20 2.2 44
163,710.00 base plate 3
8,160.00 8
1,050.00 l duplicates rqrd
1,050.00 16mm 16 8 128
1,575.00 Cutting disc 20 28.54 570.8
1,700.00 Tie wire #16 20 24 480
135.00 nylon 13.7 24 328.8
1,750.00 Riveter 5 17.2 86
1,450.00
MEtal Drive Screw 1" 4.8
251,690.00
Cost
15,386.00
173,415.00
31,175.00
3,375.00
4,750.00
13,750.00
180.00
5,250.00
225.00
247,506.00
Cost
144,000.00
35,700.00
179,700.00
Cost
5,016.00
31,416.00
4,950.00
4,950.00
34,834.80
30,307.20
440.00
660.00
572.00
396.00
5,995.00
23,100.00
17,400.00
2,420.00
21,560.00
14,949.00
495.00
396.00
7,260.00
207,117.00
Cost
24,300.00 walls l h duplicates
15,750.00 3.5 2.7 2
7,000.00 4 2.7 2
9,675.00 2.5 2.7 2
63,750.00 7 2.7 1
59,100.00 9 2.7 1
2,975.00
182,550.00
Total
57,750.00
157,500.00
25,000.00
240,250.00
1,068,563.00
240,250.00
1,308,813.00
web distance
0.7
0.7
BILL OF MATERIALS
Sub Total
B. LABOR COST
Safety and Health Program
Duration
Manpower Reqiurement Req'd (days) Rate per day
Plumber 1 6.00 550.00
Labor 5 6.00 450.00
Engineer 1 3.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
roof truss framing length pcs web length
t-1 13.7 2
t-2 13.7 4 2.2
t-3 13.7 2 2.2
t-4 4 7
rb 3.5 14
pcs
Cost t-1 5 13.7 68.5
14,000.00 t-2 5 13.7 68.5
11,700.00 t-3 4 13.7 54.8
2,125.00 t-4 2 3.3 6.6
1,820.00 web 20 2.2 44
1,560.00 base plate 3
3,040.00 8
6,750.00 l duplicates rqrd
2,875.00 16mm 16 8 128
2,835.00 #REF! 20 28.54 570.8
16,789.50 90 deg elbow 20 24 480
1,386.00 50 dia. sanitary tee 13.7 24 328.8
756.00 90deg bend 5 17.2 86
441.00
441.00 clean out 4.8
588.00 #REF!
514.50 PVC Wye #4
3,570.00 #REF! l duplicates h
661.50 b1 11 7 77
441.00 PVC Pipe #2 28.5 3 85.5
661.50 b1-2f 25 4 100
882.00 PVC P-trap #3 11 7 77
882.00 PVC Wye #3
882.00 b2 18 4 72
882.00 7 5 35
1,617.00 6 7 42
220.50
220.50 488.5
472.50
756.00
798.00 588.00
630.00
273.00
336.00
420.00
1,512.00
756.00
1,501.50
236.25
420.00
94,500.00
2,760.00
11,200.00
19,200.00
214,312.25
Total
3,300.00
13,500.00
3,000.00
19,800.00
214,312.25
19,800.00
234,112.25
web distance
0.7
0.7
BILL OF MATERIALS
Sub Total
B. LABOR COST
Safety and Health Program
Duration
Manpower Reqiurement Req'd (days) Rate per day
Electrician 1 14.00 600.00
Labor 4 14.00 450.00
Engineer 1 7.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
roof truss framing length pcs web length
t-1 13.7 2
t-2 13.7 4 2.2
t-3 13.7 2 2.2
t-4 4 7
rb 3.5 14
pcs
Cost t-1 5 13.7 68.5
67,200.00 t-2 5 13.7 68.5
32,400.00 t-3 4 13.7 54.8
35,000.00 t-4 2 3.3 6.6
14,000.00 web 20 2.2 44
15,750.00 base plate 3
10,800.00 8
7,600.00 l duplicates rqrd
13,875.00 16mm 16 8 128
4,275.00 90mm dia. electrical pvc 20 28.54 570.8
4,355.00 2 gang switch 20 24 480
1,800.00 3 gang switch 13.7 24 328.8
5,525.00 utility box 5 17.2 86
6,120.00
110,500.00 junction box 4.8
15,300.00 18W-T8 LED tube
4" round LED
0
344,500.00
743.00
Total
8,400.00
25,200.00
7,000.00
40,600.00
344,500.00
40,600.00
385,100.00
web distance
0.7
0.7
BILL OF MATERIALS
Sub Total
B. LABOR COST
Safety and Health Program Duration
Manpower Reqiurement Req'd (days) Rate per day
Installer
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
roof truss framing length pcs web length
OMMUNICATION t-1 13.7 2
t-2 13.7 4 2.2
t-3 13.7 2 2.2
t-4 4 7
rb 3.5 14
pcs
Cost t-1 5 13.7 68.5
31,187.00 t-2 5 13.7 68.5
13,200.00 t-3 4 13.7 54.8
44,387.00
Total
10,000.00
10,000.00
44,387.00
10,000.00
54,387.00
web distance
0.7
0.7
BILL OF MATERIALS
Sub Total
B. LABOR COST
Safety and Health Program Duration
Manpower Reqiurement Req'd (days) Rate per day
Skilled 0.00 550.00
Non-skilled 0.00 450.00
Engineer 0.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
roof truss framing length pcs web length
t-1 13.7 2
t-2 13.7 4 2.2
t-3 13.7 2 2.2
t-4 4 7
rb 3.5 14
pcs
Cost t-1 5 13.7 68.5
152,000.00 t-2 5 13.7 68.5
24,000.00 t-3 4 13.7 54.8
176,000.00
Total
0.00
0.00
0.00
0.00
176,000.00
0.00
176,000.00
web distance
0.7
0.7
BILL OF MATERIALS
Sub Total
B. LABOR COST
Safety and Health Program Duration
Manpower Reqiurement Req'd (days) Rate per day
Skilled 0 0.00 550.00
Non-skilled 0 0.00 450.00
Engineer 0 0.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
roof truss framing length pcs web length
t-1 13.7 2
t-2 13.7 4 2.2
t-3 13.7 2 2.2
t-4 4 7
rb 3.5 14
pcs
Cost t-1 5 13.7 68.5
43,500.00 t-2 5 13.7 68.5
39,000.00 t-3 4 13.7 54.8
t-4 2 3.3 6.6
82,500.00
Total
0.00
0.00
0.00
0.00
82,500.00
0.00
82,500.00
web distance
0.7
0.7
BILL OF MATERIALS
Sub Total
B. LABOR COST
Safety and Health Program Duration
Manpower Reqiurement Req'd (days) Rate per day
Painter 1 6.00 600.00
Labor 4 6.00 450.00
Engineer 1 1.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
roof truss framing length pcs web length
t-1 13.7 2
t-2 13.7 4 2.2
t-3 13.7 2 2.2
t-4 4 7
rb 3.5 14
pcs
Cost t-1 5 13.7 68.5
28,000.00 t-2 5 13.7 68.5
28,000.00
cr 49
Total
3,600.00
10,800.00
1,000.00
15,400.00
28,000.00
15,400.00
43,400.00
web distance
0.7
0.7
BILL OF MATERIALS
Sub Total
B. LABOR COST
Safety and Health Program Duration
Manpower Reqiurement Req'd (days) Rate per day
Labor 5 2.00 450.00
Engineer 1 0.00 1,000.00
Sub Total
C. SUMMARY
Materials Cost
Labor Cost
Total Cost
roof truss framing length pcs web length
DEMOBILIZATION t-1 13.7 2
t-2 13.7 4 2.2
t-3 13.7 2 2.2
t-4 4 7
rb 3.5 14
pcs
Cost t-1 5 13.7 68.5
15,000.00 t-2 5 13.7 68.5
15,000.00
Total
4,500.00
0.00
4,500.00
15,000.00
4,500.00
19,500.00
web distance
0.7
0.7