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DUPA - 15 Storey

The document provides detailed cost estimates for the proposed 15-storey engineering hub project including general requirements like mobilization, safety program, supervision, and temporary facilities. It includes estimates for materials, labor, equipment, overhead costs, profit, and taxes for each item.
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100% found this document useful (2 votes)
1K views45 pages

DUPA - 15 Storey

The document provides detailed cost estimates for the proposed 15-storey engineering hub project including general requirements like mobilization, safety program, supervision, and temporary facilities. It includes estimates for materials, labor, equipment, overhead costs, profit, and taxes for each item.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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DETAILED COST ESTIMATES

DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour: 1.00 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. A : GENERAL REQUIREMENTS

ITEM NO. 1.1 : Mobilization/Demobilization


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials

Sub-Total for A
B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 1 10 ₱ 688.18 ₱ 6,881.80
b. Unskilled Labor 2 10 ₱ 529.84 ₱ 10,596.80

Sub-Total for B ₱ 17,478.60


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Dump Truck (12 yd3) 2 6 ₱ 11,360.00 ₱ 136,320.00
Miscellaneous Hand Tools ₱ 1,747.86
(10% of Hand Tools)

Sub-Total for C ₱ 138,067.86


D. ESTIMATED DIRECT COST ₱ 155,546.46
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 12,443.72
F. Contractor's Profit ₱ 12,443.72
G. Value Added Tax (VAT) ₱ 21,652.07
H. TOTAL INDIRECT COST ₱ 46,539.50
I. TOTAL ITEM COST ₱ 202,085.96
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 202,085.96
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. A : GENERAL REQUIREMENTS

ITEM NO. 1.2 : Occupational Safety and Health Program


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Gloves pair 79 ₱ 100.00 ₱ 7,900.00
b. Safety Shoes pair 79 ₱ 350.00 ₱ 27,650.00
c. Hard Hat pcs 79 ₱ 350.00 ₱ 27,650.00
d. Mask pcs 79 ₱ 32.00 ₱ 2,528.00
e. Safety Visible Vest pcs 79 ₱ 150.00 ₱ 11,850.00
f. PPE Signage set 4 ₱ 506.37 ₱ 2,025.48
g. Safety First Signage set 4 ₱ 270.87 ₱ 1,083.48
h. Medicine Kit set 4 ₱ 3,000.00 ₱ 12,000.00

Sub-Total for A ₱ 92,686.96


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Safety Officer 3 1430 ₱ 709.45 ₱ 3,043,540.50
a. First Aider 3 1430 ₱ 420.00 ₱ 1,801,800.00
Sub-Total for B ₱ 4,845,340.50
C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments

Sub-Total for C
D. ESTIMATED DIRECT COST ₱ 4,938,027.46
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 395,042.20
F. Contractor's Profit ₱ 395,042.20
G. Value Added Tax (VAT) ₱ 687,373.42
H. TOTAL INDIRECT COST ₱ 1,477,457.82
I. TOTAL ITEM COST ₱ 6,415,485.28
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 6,415,485.28
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. A : GENERAL REQUIREMENTS

ITEM NO. 1.3 : Supervise of the Project


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
Sub-Total for A
B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Construction Foreman 2 1430 ₱ 951.76 ₱ 2,722,033.60
b. Project Engineer 1 1430 ₱ 1,273.95 ₱ 1,821,748.50

Sub-Total for B ₱ 4,543,782.10


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments

Sub-Total for C
D. ESTIMATED DIRECT COST ₱ 4,543,782.10
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 363,502.57
F. Contractor's Profit ₱ 363,502.57
G. Value Added Tax (VAT) ₱ 632,494.47
H. TOTAL INDIRECT COST ₱ 1,359,499.60
I. TOTAL ITEM COST ₱ 5,903,281.70
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 5,903,281.70
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT: Proposed 15-Storey Engineering Hub Output per hour : 1.00 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. A : GENERAL REQUIREMENTS

ITEM NO. 1 : Provision of Temporary Facilities


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Rental Facilities month 75.00 ₱ 24,000.00 ₱ 1,800,000.00
Sub-Total for A ₱ 1,800,000.00
B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
Sub-Total for B
C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments

Sub-Total for C
D. ESTIMATED DIRECT COST ₱ 1,800,000.00
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 144,000.00
F. Contractor's Profit ₱ 144,000.00
G. Value Added Tax (VAT) ₱ 250,560.00
H. TOTAL INDIRECT COST ₱ 538,560.00
I. TOTAL ITEM COST ₱ 2,338,560.00
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 2,338,560.00
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 62.50 sq.m

LOCATION : BSU - Alangilan Campus Assumed Qty : 1639.00 sq.m

BILL NO. A : EARTHWORKS

ITEM NO. 2.1 : Site Clearing and Grubbing


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials

Sub-Total for A
B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Unskilled Labor 6 2 ₱ 529.84 ₱ 6,358.08

Sub-Total for B ₱ 6,358.08


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Dump Truck (12 yd3) 1 2 ₱ 11,360.00 ₱ 22,720.00
b. Back Hoe 1 2 ₱ 13,864.00 ₱ 27,728.00
Miscellaneous Hand Tools ₱ 317.90
(5% of Hand Tools)

Sub-Total for C ₱ 50,765.90


D. ESTIMATED DIRECT COST ₱ 57,123.98
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 4,569.92
F. Contractor's Profit ₱ 4,569.92
G. Value Added Tax (VAT) ₱ 7,951.66
H. TOTAL INDIRECT COST ₱ 17,091.50
I. TOTAL ITEM COST ₱ 74,215.48
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 45.28
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 20.00 cu.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 2622.40 cu.m.

BILL NO. A : EARTHWORKS

ITEM NO. 2.2 : Structure Excavation (Common Soil)


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials

Sub-Total for A
B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Unskilled Labor 9 6 ₱ 529.84 ₱ 28,611.36

Sub-Total for B ₱ 28,611.36


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Dump Truck (0.80 m3) 1 6 ₱ 12,296.00 ₱ 73,776.00
b. Backhoe (0.80 m3) 2 6 ₱ 11,360.00 ₱ 136,320.00
Miscellaneous Hand Tools ₱ 2,861.14
(10% of Hand Tools)

Sub-Total for C ₱ 212,957.14


D. ESTIMATED DIRECT COST ₱ 241,568.50
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 19,325.48
F. Contractor's Profit ₱ 19,325.48
G. Value Added Tax (VAT) ₱ 33,626.33
H. TOTAL INDIRECT COST ₱ 72,277.29
I. TOTAL ITEM COST ₱ 313,845.79
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 119.68
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 10.40 cu.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1535.68 cu.m.

BILL NO. A : EARTHWORKS

ITEM NO. 2.3 : Backfilling of Excavated Materials


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials

Sub-Total for A
B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Unskilled Labor 9 7 ₱ 529.84 ₱ 33,379.92

Sub-Total for B ₱ 33,379.92


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Dump Truck (12 yd3) 1 7 ₱ 11,360.00 ₱ 79,520.00
Miscellaneous Hand Tools ₱ 3,337.99
(10% of Hand Tools)

Sub-Total for C ₱ 82,857.99


D. ESTIMATED DIRECT COST ₱ 116,237.91
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 9,299.03
F. Contractor's Profit ₱ 9,299.03
G. Value Added Tax (VAT) ₱ 16,180.32
H. TOTAL INDIRECT COST ₱ 34,778.38
I. TOTAL ITEM COST ₱ 151,016.30
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 98.34
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.20 cu.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 262.40 cu.m.

BILL NO. A : EARTHWORKS

ITEM NO. 2.5 : Gravel Bedding


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Gravel Bedding (G1) cu.m. 229.60 ₱ 1,700.00 ₱ 390,320.00

Sub-Total for A ₱ 390,320.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Unskilled Labor 9 10 ₱ 529.84 ₱ 47,685.60

Sub-Total for B ₱ 47,685.60


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Plate Compactor 1 10 ₱ 984.00 ₱ 9,840.00
Miscellaneous Hand Tools ₱ 4,768.56
(10% of Hand Tools)

Sub-Total for C ₱ 14,608.56


D. ESTIMATED DIRECT COST ₱ 452,614.16
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 36,209.13
F. Contractor's Profit ₱ 36,209.13
G. Value Added Tax (VAT) ₱ 63,003.89
H. TOTAL INDIRECT COST ₱ 135,422.16
I. TOTAL ITEM COST ₱ 588,036.32
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 2,240.99
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 5.40 L

LOCATION : BSU - Alangilan Campus Assumed Qty : 109.00 L

BILL NO. A : TERMITE CONTROL WORKS

ITEM NO. 3 : Soil Poisoning


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Soil Poisoning L 7.00 ₱ 3,600.00 ₱ 25,200.00

Sub-Total for A ₱ 25,200.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 2 2 ₱ 688.18 ₱ 2,752.72
b. Unskilled Labor 6 2 ₱ 529.84 ₱ 6,358.08

Sub-Total for B ₱ 9,110.80


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Miscellaneous Hand Tools ₱ 911.08
(10% of Hand Tools)

Sub-Total for C ₱ 911.08


D. ESTIMATED DIRECT COST ₱ 35,221.88
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 2,817.75
F. Contractor's Profit ₱ 2,817.75
G. Value Added Tax (VAT) ₱ 4,902.89
H. TOTAL INDIRECT COST ₱ 10,538.39
I. TOTAL ITEM COST ₱ 45,760.27
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 419.82
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 34.38 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 406805.00 sq.m.

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.1 : Formworks and Falseworks


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Plywood (4' x 8' x 1/2") pcs. 5210 ₱ 790.00 ₱ 4,115,900.00
b. Form Lumber (2' x 2' x 8') pcs. 155 ₱ 130.00 ₱ 20,150.00
Consumables (5% of Material Cost) ₱ 206,802.50

Sub-Total for A ₱ 4,342,852.50


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
Installation
a. Skilled Labor 6 271 ₱ 573.57 ₱ 932,624.82
b. Unskilled Labor 12 271 ₱ 441.68 ₱ 1,436,343.36
Form Stripping
a. Unskilled Labor 12 146 ₱ 441.68 ₱ 773,823.36

Sub-Total for B ₱ 3,142,791.54


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments

Area = 24585 m2
a. H-Frame 1.7 m x 1.2m, set 804 271 ₱ 22.00 ₱ 4,793,448.00
2 pcs H-frames
4 pcs diagonal cross braces
4 pcs horizontal braces
8 pcs joint pins
b. Shoring Jack, 3.8 m full extension 1244 271 ₱ 22.00 ₱ 7,416,728.00
c. Adjustable U-head Jack, 0.6m 1604 271 ₱ 4.00 ₱ 1,738,736.00
d. Adjustable Base Jack, 0.6m 1604 271 ₱ 4.00 ₱ 1,738,736.00
e. 1-1/2" GI Pipe x 6.0 m 1244 271 ₱ 6.40 ₱ 2,157,593.60
f. 1-1/2" GI Pipe x 3.0 m 320 271 ₱ 2.50 ₱ 216,800.00
g. 1-1/2" GI Pipe x 4.0 m 640 271 ₱ 4.60 ₱ 797,824.00
h. 1-1/2" GI Pipe x 1.0 m 4332 271 ₱ 4.00 ₱ 4,695,888.00
i. Tie Rod x 0.60m 5576 271 ₱ 3.00 ₱ 4,533,288.00
j. Round Wing Nut 11194 271 ₱ 2.00 ₱ 6,067,148.00
k. Crawler Crane (41-45 mt) 1 271 ₱ 17,208.00 ₱ 4,663,368.00
Sub-Total for C ₱ 38,819,557.60
D. ESTIMATED DIRECT COST ₱ 46,305,201.64
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 3,704,416.13
F. Contractor's Profit ₱ 3,704,416.13
G. Value Added Tax (VAT) ₱ 6,445,684.07
H. TOTAL INDIRECT COST ₱ 13,854,516.33
I. TOTAL ITEM COST ₱ 60,159,717.97
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 147.88
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 lot

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 lot

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.1 : Scaffolding


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Scaffolding Rental pcs. 1 ₱ 2,000,000.00 ₱ 2,000,000.00
Consumables (5% of Material Cost) ₱ 100,000.00

Sub-Total for A ₱ 2,100,000.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
Installation
a. Skilled Labor 6 48 ₱ 573.57 ₱ 165,188.16
b. Unskilled Labor 12 48 ₱ 441.68 ₱ 254,407.68

Sub-Total for B ₱ 419,595.84


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments

Sub-Total for C
D. ESTIMATED DIRECT COST ₱ 2,519,595.84
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 201,567.67
F. Contractor's Profit ₱ 201,567.67
G. Value Added Tax (VAT) ₱ 350,727.74
H. TOTAL INDIRECT COST ₱ 753,863.08
I. TOTAL ITEM COST ₱ 3,273,458.92
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 3,273,458.92
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 129.094 kgs.

LOCATION : BSU - Alangilan Campus Assumed Qty : 597211.00 kgs.

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.3 : Reinforced Steel Works (Foundation)


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 32 mm - dia Rebar (6m) kgs. 580,058.00 ₱ 51.40 ₱ 29,814,981.20
b. 12 mm - dia Rebar (6m) kgs. 17,153.00 ₱ 51.00 ₱ 874,803.00
c. No.16 GI. Tie Wire kgs. 3132.00 ₱ 69.48 ₱ 217,611.36

Sub-Total for A ₱ 30,689,784.20


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 5 116 ₱ 573.57 ₱ 332,670.60
b. Unskilled Labor 15 116 ₱ 441.68 ₱ 768,523.20

Sub-Total for B ₱ 1,101,193.80


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Bar Cutter 3 116 ₱ 1,758.00 ₱ 611,784.00
b. Bar Bender 3 116 ₱ 2,812.00 ₱ 978,576.00
c. Crawler Crane (41-45 mt) 1 116 ₱ 17,208.00 ₱ 1,996,128.00
Minor Tools (10% of Labor Cost) ₱ 110,119.38

Sub-Total for C ₱ 3,696,607.38


D. ESTIMATED DIRECT COST ₱ 35,487,585.38
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 2,839,006.83
F. Contractor's Profit ₱ 2,839,006.83
G. Value Added Tax (VAT) ₱ 4,939,871.88
H. TOTAL INDIRECT COST ₱ 10,617,885.55
I. TOTAL ITEM COST ₱ 46,105,470.93
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 77.20
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 129.094 kgs.

LOCATION : BSU - Alangilan Campus Assumed Qty : 300615.80 kgs.

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.4 : Reinforced Steel Works for Slab


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
c. 32 mm - dia Rebar (6m) kgs. 275,565.00 ₱ 51.40 ₱ 14,164,041.00
e. 10 mm - dia Rebar (6m) kgs. 25,052.00 ₱ 51.00 ₱ 1,277,652.00
f. No.16 GI. Tie Wire kgs. 2088.00 ₱ 85.00 ₱ 177,480.00

Sub-Total for A ₱ 15,441,693.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 6 44 ₱ 573.57 ₱ 151,422.48
b. Unskilled Labor 18 44 ₱ 441.68 ₱ 349,810.56

Sub-Total for B ₱ 501,233.04


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Bar Cutter 3 44 ₱ 1,758.00 ₱ 232,056.00
b. Bar Bender 3 44 ₱ 2,812.00 ₱ 371,184.00
c. Crawler Crane (41-45 mt) 1 44 ₱ 17,208.00 ₱ 757,152.00
Minor Tools (10% of Labor Cost) ₱ 50,123.30

Sub-Total for C ₱ 1,410,515.30


D. ESTIMATED DIRECT COST ₱ 17,353,441.34
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 1,388,275.31
F. Contractor's Profit ₱ 1,388,275.31
G. Value Added Tax (VAT) ₱ 2,415,599.04
H. TOTAL INDIRECT COST ₱ 5,192,149.65
I. TOTAL ITEM COST ₱ 22,545,590.99
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 75.00
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 129.094 kgs.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1212354.00 kgs.

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.5 : Reinforced Steel Works for Beam


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 32 mm - dia Rebar (6m) kgs. 995,564.00 ₱ 51.40 ₱ 51,171,989.60
b. 25 mm - dia Rebar (6m) kgs. 90,701.00 ₱ 51.00 ₱ 4,625,751.00
b. 10 mm - dia Rebar (6m) kgs. 126,089.00 ₱ 52.40 ₱ 6,607,063.60
c. No.16 GI. Tie Wire kgs. 6263.00 ₱ 85.00 ₱ 532,355.00

Sub-Total for A ₱ 55,797,740.60


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 6 196 ₱ 573.57 ₱ 674,518.32
b. Unskilled Labor 18 196 ₱ 441.68 ₱ 1,558,247.04

Sub-Total for B ₱ 2,232,765.36


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Bar Cutter 3 196 ₱ 1,758.00 ₱ 1,033,704.00
b. Bar Bender 3 196 ₱ 2,812.00 ₱ 1,653,456.00
c. Crawler Crane (41-45 mt) 1 196 ₱ 17,208.00 ₱ 3,372,768.00
Minor Tools (10% of Labor Cost) ₱ 223,276.54

Sub-Total for C ₱ 6,283,204.54


D. ESTIMATED DIRECT COST ₱ 64,313,710.50
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 5,145,096.84
F. Contractor's Profit ₱ 5,145,096.84
G. Value Added Tax (VAT) ₱ 8,952,468.50
H. TOTAL INDIRECT COST ₱ 19,242,662.18
I. TOTAL ITEM COST ₱ 83,556,372.68
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 68.92
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 129.094 kgs.

LOCATION : BSU - Alangilan Campus Assumed Qty : 3422.00 kgs.

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.6 : Reinforced Steel Works for Stair


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 25 mm - dia Rebar (6m) kgs. 3,422.00 ₱ 51.00 ₱ 174,522.00
c. No.16 GI. Tie Wire kgs. 1,044.00 ₱ 85.00 ₱ 88,740.00

Sub-Total for A ₱ 263,262.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 1 4 ₱ 573.57 ₱ 2,294.28
b. Unskilled Labor 3 4 ₱ 441.68 ₱ 5,300.16

Sub-Total for B ₱ 7,594.44


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Bar Cutter 2 4 ₱ 1,758.00 ₱ 14,064.00
b. Bar Bender 2 4 ₱ 2,812.00 ₱ 22,496.00
Minor Tools (10% of Labor Cost) ₱ 759.44

Sub-Total for C ₱ 37,319.44


D. ESTIMATED DIRECT COST ₱ 308,175.88
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 24,654.07
F. Contractor's Profit ₱ 24,654.07
G. Value Added Tax (VAT) ₱ 42,898.08
H. TOTAL INDIRECT COST ₱ 92,206.22
I. TOTAL ITEM COST ₱ 400,382.11
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 117.00
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 3.72 cu.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 4959.43 cu.m.

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.4 : Concrete Works (Foundation)


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Cement bags 44,635.00 ₱ 260.00 ₱ 11,605,100.00
b. Sand cu.m. 2,480.00 ₱ 1,435.00 ₱ 3,558,800.00
c. Gravel cu.m. 4,960.00 ₱ 1,700.00 ₱ 8,432,000.00

Sub-Total for A ₱ 23,595,900.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 4 42 ₱ 573.57 ₱ 96,359.76
b. Unskilled Labor 15 42 ₱ 441.68 ₱ 278,258.40

Sub-Total for B ₱ 374,618.16


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. One Bagger Mixer 3 42 ₱ 1,376.00 ₱ 173,376.00
Minor Tools (10% of Labor Cost) ₱ 37,461.82

Sub-Total for C ₱ 210,837.82


D. ESTIMATED DIRECT COST ₱ 24,181,355.98
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 1,934,508.48
F. Contractor's Profit ₱ 1,934,508.48
G. Value Added Tax (VAT) ₱ 3,366,044.75
H. TOTAL INDIRECT COST ₱ 7,235,061.71
I. TOTAL ITEM COST ₱ 31,416,417.68
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 6,334.69
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 3.72 cu.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 3563.62 cu.m.

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.8 : Concrete Works for Slab


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Cement bags 32,073.00 ₱ 260.00 ₱ 8,338,980.00
b. Sand cu.m. 1,782.00 ₱ 1,435.00 ₱ 2,557,170.00
c. Gravel cu.m. 3,564.00 ₱ 1,700.00 ₱ 6,058,800.00

Sub-Total for A ₱ 16,954,950.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 50 ₱ 573.57 ₱ 86,035.50
b. Unskilled Labor 12 50 ₱ 441.68 ₱ 265,008.00

Sub-Total for B ₱ 351,043.50


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. One Bagger Mixer 3 50 ₱ 1,376.00 ₱ 206,400.00
Minor Tools (10% of Labor Cost) ₱ 35,104.35

Sub-Total for C ₱ 241,504.35


D. ESTIMATED DIRECT COST ₱ 17,547,497.85
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 1,403,799.83
F. Contractor's Profit ₱ 1,403,799.83
G. Value Added Tax (VAT) ₱ 2,442,611.70
H. TOTAL INDIRECT COST ₱ 5,250,211.36
I. TOTAL ITEM COST ₱ 22,797,709.21
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 6,397.35
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 3.72 cu.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 2200.14 cu.m.

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.9 : Concrete Works for Beam


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Cement bags 19,802.00 ₱ 260.00 ₱ 5,148,520.00
b. Sand cu.m. 1,100.00 ₱ 1,435.00 ₱ 1,578,500.00
c. Gravel cu.m. 2,201.00 ₱ 1,700.00 ₱ 3,741,700.00

Sub-Total for A ₱ 10,468,720.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 25 ₱ 573.57 ₱ 43,017.75
b. Unskilled Labor 12 25 ₱ 441.68 ₱ 132,504.00

Sub-Total for B ₱ 175,521.75


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. One Bagger Mixer 3 25 ₱ 1,376.00 ₱ 103,200.00
Minor Tools (10% of Labor Cost) ₱ 17,552.18

Sub-Total for C ₱ 120,752.18


D. ESTIMATED DIRECT COST ₱ 10,764,993.93
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 861,199.51
F. Contractor's Profit ₱ 861,199.51
G. Value Added Tax (VAT) ₱ 1,498,487.15
H. TOTAL INDIRECT COST ₱ 3,220,886.18
I. TOTAL ITEM COST ₱ 13,985,880.11
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 6,356.81
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 3.72 cu.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 157.66 cu.m.

BILL NO. B : STRUCTURAL WORKS

ITEM NO. 4.10 : Concrete Works for Stair


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Cement bags 1419.00 ₱ 260.00 ₱ 368,940.00
b. Sand cu.m. 79.00 ₱ 1,435.00 ₱ 113,365.00
c. Gravel cu.m. 158.00 ₱ 1,700.00 ₱ 268,600.00

Sub-Total for A ₱ 750,905.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 2 3 ₱ 573.57 ₱ 3,441.42
b. Unskilled Labor 6 3 ₱ 441.68 ₱ 7,950.24

Sub-Total for B ₱ 11,391.66


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. One Bagger Mixer 2 3 ₱ 1,376.00 ₱ 8,256.00
Minor Tools (10% of Labor Cost) ₱ 1,139.17

Sub-Total for C ₱ 9,395.17


D. ESTIMATED DIRECT COST ₱ 771,691.83
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 61,735.35
F. Contractor's Profit ₱ 61,735.35
G. Value Added Tax (VAT) ₱ 107,419.50
H. TOTAL INDIRECT COST ₱ 230,890.19
I. TOTAL ITEM COST ₱ 1,002,582.02
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 6,359.11
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.34 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 26224.00 sq.m.

BILL NO. C : ROOF AND FRAMING WORKS

ITEM NO. 5.1 : Ceiling Works


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 1/4" x 4' x 8' Gypsum Board pcs. 32,763.00 ₱ 583.00 ₱ 19,100,829.00
b. Assorted Common Wire Nail kgs. 4,681.00 ₱ 150.56 ₱ 704,771.36
c. Exterior and Interior Ceilings L 5,617.00 ₱ 115.00 ₱ 645,955.00
(Flat Paint Finish)
d. Perforated Paper Joint Tape 2" Rolls 937.00 ₱ 200.00 ₱ 187,400.00
e. Paint Brush #4 pcs. 1,405.00 ₱ 20.00 ₱ 28,100.00

Sub-Total for A ₱ 20,667,055.36


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 204 ₱ 573.57 ₱ 351,024.84
b. Unskilled Labor 9 204 ₱ 441.68 ₱ 810,924.48

Sub-Total for B ₱ 1,161,949.32


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
c. Crawler Crane (41-45 mt) 1 204 ₱ 17,208.00 ₱ 3,510,432.00
Sub-Total for C ₱ 3,510,432.00
D. ESTIMATED DIRECT COST ₱ 25,339,436.68
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 2,027,154.93
F. Contractor's Profit ₱ 2,027,154.93
G. Value Added Tax (VAT) ₱ 3,527,249.59
H. TOTAL INDIRECT COST ₱ 7,581,559.45
I. TOTAL ITEM COST ₱ 32,920,996.13
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 1,255.38
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 7.125 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 39735.60 sq.m.

BILL NO. D : FINISHING WORKS

ITEM NO. 6.1 : Cement Plaster Finish


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Cement bags 9,537.00 ₱ 260.00 ₱ 2,479,620.00
b. Sand cu.m. 1,272.00 ₱ 1,435.00 ₱ 1,825,320.00

Sub-Total for A ₱ 4,304,940.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 78 ₱ 688.16 ₱ 161,029.44
b. Unskilled Labor 9 78 ₱ 529.84 ₱ 371,947.68

Sub-Total for B ₱ 532,977.12


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. One Bagger Mixer 3 78 ₱ 1,376.00 ₱ 321,984.00
Minor Tools (10% of Labor Cost) ₱ 53,297.71

Sub-Total for C ₱ 375,281.71


D. ESTIMATED DIRECT COST ₱ 5,213,198.83
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 417,055.91
F. Contractor's Profit ₱ 417,055.91
G. Value Added Tax (VAT) ₱ 725,677.28
H. TOTAL INDIRECT COST ₱ 1,559,789.09
I. TOTAL ITEM COST ₱ 6,772,987.92
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 170.45
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 7.125 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 24600.00 sq.m.

BILL NO. D : FINISHING WORKS

ITEM NO. 6.2 : Plain Cement Floor Finish


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Cement bags 5904 ₱ 260.00 ₱ 1,535,040.00
b. Sand cu.m. 788 ₱ 1,435.00 ₱ 1,130,780.00

Sub-Total for A ₱ 2,665,820.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 48 ₱ 688.18 ₱ 99,097.92
b. Unskilled Labor 9 48 ₱ 529.84 ₱ 228,890.88

Sub-Total for B ₱ 327,988.80


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. One Bagger Mixer 3 48 ₱ 1,376.00 ₱ 198,144.00
Minor Tools (10% of Labor Cost) ₱ 32,798.88

Sub-Total for C ₱ 230,942.88


D. ESTIMATED DIRECT COST ₱ 3,224,751.68
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 257,980.13
F. Contractor's Profit ₱ 257,980.13
G. Value Added Tax (VAT) ₱ 448,885.43
H. TOTAL INDIRECT COST ₱ 964,845.70
I. TOTAL ITEM COST ₱ 4,189,597.38
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 170.31
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.365 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 24600.00 sq.m.

BILL NO. D : FINISHING WORKS

ITEM NO. 6.3 : Tile Works


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 300 x 300 mm Unglazed Tiles pcs. 3734 ₱ 245.00 ₱ 914,830.00
b. 300 x 300 mm Glazed Tiles pcs. 78,267 ₱ 293.20 ₱ 22,947,884.40
c. Cement bags 2343 ₱ 260.00 ₱ 609,180.00
d. Sand cu.m. 213 ₱ 1,435.00 ₱ 305,655.00
e. Tile Grout bags 1065 ₱ 27.00 ₱ 28,755.00
Consumables (3% of Material Cost) ₱ 744,189.13

Sub-Total for A ₱ 25,550,493.53


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 188 ₱ 688.18 ₱ 388,133.52
b. Unskilled Labor 9 188 ₱ 529.84 ₱ 896,489.28

Sub-Total for B ₱ 1,284,622.80


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 128,462.28

Sub-Total for C ₱ 128,462.28


D. ESTIMATED DIRECT COST ₱ 26,963,578.61
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 2,157,086.29
F. Contractor's Profit ₱ 2,157,086.29
G. Value Added Tax (VAT) ₱ 3,753,330.14
H. TOTAL INDIRECT COST ₱ 8,067,502.72
I. TOTAL ITEM COST ₱ 35,031,081.33
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 1,424.03
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 3.18 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 13653.20 sq.m.

BILL NO. D : MASONRY WORKS

ITEM NO. 7.1 : Masonry Units (150mm Wall)


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 150 mm Thick CHB (Load Bearing) pcs. 170,665 ₱ 26.50 ₱ 4,522,622.50
b. Cement bags 13,899 ₱ 260.00 ₱ 3,613,740.00
c. Sand cu.m. 1207 ₱ 1,435.00 ₱ 1,732,045.00
d. 10 mm - dia Steel Bars kgs. 29,355 ₱ 51.00 ₱ 1,497,105.00
e. No. 16 Tie Wires kgs. 574 ₱ 85.00 ₱ 48,790.00

Sub-Total for A ₱ 11,414,302.50


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 188 ₱ 688.18 ₱ 388,133.52
b. Unskilled Labor 9 188 ₱ 529.84 ₱ 896,489.28

Sub-Total for B ₱ 1,284,622.80


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. One Bagger Mixer 3 179 ₱ 1,376.00 ₱ 738,912.00
b. Crawler Crane (41-45 mt) 1 179 ₱ 17,208.00 ₱ 3,080,232.00
Minor Tools (10% of Labor Cost) ₱ 128,462.28

Sub-Total for C ₱ 3,947,606.28


D. ESTIMATED DIRECT COST ₱ 16,646,531.58
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 1,331,722.53
F. Contractor's Profit ₱ 1,331,722.53
G. Value Added Tax (VAT) ₱ 2,317,197.20
H. TOTAL INDIRECT COST ₱ 4,980,642.25
I. TOTAL ITEM COST ₱ 21,627,173.83
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 1,584.04
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 3.180 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 6214.60 sq.m.

BILL NO. D : MASONRY WORKS

ITEM NO. 7.2 : Masonry Units (200mm Wall)


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 200 mm Thick CHB (Load Bearing) pcs. 77683 ₱ 25.50 ₱ 1,980,916.50
b. Cement bags 6327 ₱ 260.00 ₱ 1,645,020.00
c. Sand cu.m. 550 ₱ 1,435.00 ₱ 789,250.00
d. 10 mm - dia Steel Bars kgs. 13237 ₱ 51.00 ₱ 675,087.00
e. No. 16 Tie Wires kgs. 261 ₱ 85.00 ₱ 22,185.00

Sub-Total for A ₱ 5,112,458.50


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 82 ₱ 688.18 ₱ 169,292.28
b. Unskilled Labor 9 82 ₱ 529.84 ₱ 391,021.92

Sub-Total for B ₱ 560,314.20


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. One Bagger Mixer 3 82 ₱ 1,376.00 ₱ 338,496.00
b. Crawler Crane (41-45 mt) 1 82 ₱ 17,208.00 ₱ 1,411,056.00
Minor Tools (10% of Labor Cost) ₱ 56,031.42

Sub-Total for C ₱ 1,805,583.42


D. ESTIMATED DIRECT COST ₱ 7,478,356.12
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 598,268.49
F. Contractor's Profit ₱ 598,268.49
G. Value Added Tax (VAT) ₱ 1,040,987.17
H. TOTAL INDIRECT COST ₱ 2,237,524.15
I. TOTAL ITEM COST ₱ 9,715,880.27
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 1,563.40
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 2.10 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 19867.80 sq.m.

BILL NO. D : PAINTING WORKS

ITEM NO. 8.1 : Masonry Painting


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Concrete Neutralizer gal. 209 ₱ 564.75 ₱ 118,032.75
b. Concrete Sealer / Primer gal. 522 ₱ 1,200.00 ₱ 626,400.00
c. Patching Compound gal. 195 ₱ 300.00 ₱ 58,500.00
d. Semi Gloss Latex (Two Coat Only) gal. 1044 ₱ 799.00 ₱ 834,156.00
Consumables (5% of Material Cost) ₱ 81,854.44

Sub-Total for A ₱ 1,718,943.19


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 132 ₱ 688.18 ₱ 272,519.28
b. Unskilled Labor 6 132 ₱ 529.84 ₱ 419,633.28

Sub-Total for B ₱ 692,152.56


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Crawler Crane (41-45 mt) 1 132 ₱ 17,208.00 ₱ 2,271,456.00
Minor Tools (10% of Labor Cost) ₱ 69,215.26

Sub-Total for C ₱ 2,340,671.26


D. ESTIMATED DIRECT COST ₱ 4,751,767.00
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 380,141.36
F. Contractor's Profit ₱ 380,141.36
G. Value Added Tax (VAT) ₱ 661,445.97
H. TOTAL INDIRECT COST ₱ 1,421,728.69
I. TOTAL ITEM COST ₱ 6,173,495.69
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 310.73
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 0.36 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 868.14 sq.m.

BILL NO. D : FABRICATION MATERIALS AND HARDWARES

ITEM NO. 9.1 : Installation of Doors


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Glass Door Aluminum Frame sq.m 123.06 ₱ 6,790.00 ₱ 835,577.40
b. Timbre (Maple Hardwood) sq.m 581.28 ₱ 1,500.00 ₱ 871,920.00
c. PVC Toilet Door sq.m 31.5 ₱ 1,755.00 ₱ 55,282.50
d. Hire Fire Resistant Material Glass sq.m 37.8 ₱ 10,000.00 ₱ 378,000.00
View
e. Aluminum Section Opening sq.m 124.74 ₱ 5,000.00 ₱ 623,700.00

Sub-Total for A ₱ 2,764,479.90


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 26 ₱ 688.18 ₱ 53,678.04
b. Unskilled Labor 9 26 ₱ 529.84 ₱ 123,982.56

Sub-Total for B ₱ 177,660.60


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 17,766.06

Sub-Total for C ₱ 17,766.06


D. ESTIMATED DIRECT COST ₱ 2,959,906.56
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 236,792.52
F. Contractor's Profit ₱ 236,792.52
G. Value Added Tax (VAT) ₱ 412,018.99
H. TOTAL INDIRECT COST ₱ 885,604.04
I. TOTAL ITEM COST ₱ 3,845,510.60
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 4,429.60
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 0.26 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1531.47 sq.m.

BILL NO. D : FABRICATION MATERIALS AND HARDWARES

ITEM NO. 9.2 : Installation of Windows


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Insulated Glass Awning Window Type
sq.m. 167.25 ₱ 1,920.00 ₱ 321,120.00
Aluminum Frame
b. Insulated Glass Sliding Window Type
sq.m. 1059.84 ₱ 5,410.00 ₱ 5,733,734.40
Aluminum Frame
c. Insulated Glass Fixed Window Type sq.m. 132.48 ₱ 470.00 ₱ 62,265.60
Aluminum Frame
d. Insulated Glass Fixed Window Type
sq.m. 104.4 ₱ 470.00 ₱ 49,068.00
High Ceiling Window Design
e. Insulated Glass Fixed Window Type
sq.m. 67.5 ₱ 470.00 ₱ 31,725.00
Circular Aluminum Frame

Sub-Total for A ₱ 6,197,913.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 62 ₱ 688.18 ₱ 128,001.48
b. Unskilled Labor 9 62 ₱ 529.84 ₱ 295,650.72

Sub-Total for B ₱ 423,652.20


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 42,365.22

Sub-Total for C ₱ 42,365.22


D. ESTIMATED DIRECT COST ₱ 6,663,930.42
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 533,114.43
F. Contractor's Profit ₱ 533,114.43
G. Value Added Tax (VAT) ₱ 927,619.11
H. TOTAL INDIRECT COST ₱ 1,993,847.98
I. TOTAL ITEM COST ₱ 8,657,778.40
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 5,653.25
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 0.55 sq.m.

LOCATION : BSU - Alangilan Campus Assumed Qty : 2520.00 sq.m.

BILL NO. D : FABRICATION MATERIALS AND HARDWARES

ITEM NO. 9.2 : Curtain Glass Wall


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Spandrel Glass sq.m. 716 ₱ 2,500.00 ₱ 1,790,000.00
b. Vision Glass sq.m. 26447 ₱ 2,500.00 ₱ 66,117,500.00
c. Steel Support System for Curtain Wall sq.m. 23744 ₱ 27.50 ₱ 652,960.00
d. Aluminum Support Mullions sq.m. 21518 ₱ 500.00 ₱ 10,759,000.00

Sub-Total for A ₱ 79,319,460.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 48 ₱ 688.18 ₱ 99,097.92
b. Unskilled Labor 9 48 ₱ 529.84 ₱ 228,890.88

Sub-Total for B ₱ 327,988.80


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 32,798.88

Sub-Total for C ₱ 32,798.88


D. ESTIMATED DIRECT COST ₱ 79,680,247.68
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 6,374,419.81
F. Contractor's Profit ₱ 6,374,419.81
G. Value Added Tax (VAT) ₱ 11,091,490.48
H. TOTAL INDIRECT COST ₱ 23,840,330.11
I. TOTAL ITEM COST ₱ 103,520,577.79
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 41,079.59
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. E : PLUMBING/SANITARY WORKS

ITEM NO. 10.1 : Plumbing Works


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 25 mm - dia PVC Pipe pcs. 356 ₱ 131.00 ₱ 46,636.00
b. 25 mm - dia PVC L - Elbow pcs. 752 ₱ 45.00 ₱ 33,840.00
c. 25 mm - dia PVC L - Elbow pcs. 736 ₱ 14.00 ₱ 10,304.00

Sub-Total for A ₱ 90,780.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 1 30 ₱ 688.18 ₱ 20,645.40
b. Unskilled Labor 4 30 ₱ 529.84 ₱ 63,580.80

Sub-Total for B ₱ 84,226.20


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 8,422.62

Sub-Total for C ₱ 8,422.62


D. ESTIMATED DIRECT COST ₱ 183,428.82
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 14,674.31
F. Contractor's Profit ₱ 14,674.31
G. Value Added Tax (VAT) ₱ 25,533.29
H. TOTAL INDIRECT COST ₱ 54,881.90
I. TOTAL ITEM COST ₱ 238,310.72
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 238,310.72
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. E : PLUMBING/SANITARY WORKS

ITEM NO. 10.2 : Sanitary Fixtures


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Water Closet / Urinal with pcs. 160 ₱ 6,990.00 ₱ 1,118,400.00
Complete Accessories
b. Kitchen Sink with Complete pcs. 12 ₱ 5,520.00 ₱ 66,240.00
Accessories
c. Janitor Sink pcs. 2 ₱ 5,500.00 ₱ 11,000.00
d. Water Pump set 3 ₱ 1,260.00 ₱ 3,780.00
e. Hose Bibb pcs. 36 ₱ 270.00 ₱ 9,720.00
f. Bidet pcs. 160 ₱ 900.00 ₱ 144,000.00
g. Lavatory (Wall Mounted Type) pcs. 112 ₱ 6,680.00 ₱ 748,160.00
h. Toilet Tissue Holder pcs. 45 ₱ 262.00 ₱ 11,790.00
i. Floor Drain pcs. 246 ₱ 285.00 ₱ 70,110.00
j. Stainless Steel Faucet pcs. 24 ₱ 180.00 ₱ 4,320.00
k. Water Meter pcs. 2 ₱ 1,600.00 ₱ 3,200.00
l. Teflon Tape rolls 150 ₱ 10.60 ₱ 1,590.00
m. Mirror pcs. 45 ₱ 400.63 ₱ 18,028.35

Sub-Total for A ₱ 2,210,338.35


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 2 30 ₱ 688.18 ₱ 41,290.80
b. Unskilled Labor 6 30 ₱ 529.84 ₱ 95,371.20

Sub-Total for B ₱ 136,662.00


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 13,666.20

Sub-Total for C ₱ 13,666.20


D. ESTIMATED DIRECT COST ₱ 2,360,666.55
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 188,853.32
F. Contractor's Profit ₱ 188,853.32
G. Value Added Tax (VAT) ₱ 328,604.78
H. TOTAL INDIRECT COST ₱ 706,311.43
I. TOTAL ITEM COST ₱ 3,066,977.98
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 3,066,977.98
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. E : PLUMBING/SANITARY WORKS

ITEM NO. 10.3 : Septic Vault "Type E"


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 150 mm - dia PVC SP pcs. 4 ₱ 1,650.00 ₱ 6,600.00
b. Ready Mix Concrete Class A cu.m. 1.05 ₱ 5,740.00 ₱ 6,027.00
c. 10 mm x 6 m Deformed Reinforcing pcs. 10 ₱ 151.00 ₱ 1,510.00
Steel Bar
d. 16 mm x 6 m Deformed Reinforcing pcs. 1 ₱ 392.00 ₱ 392.00
Steel Bar

Sub-Total for A ₱ 14,529.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 2 2 ₱ 688.18 ₱ 2,752.72

Sub-Total for B ₱ 2,752.72


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 275.27

Sub-Total for C ₱ 275.27


D. ESTIMATED DIRECT COST ₱ 17,556.99
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 1,404.56
F. Contractor's Profit ₱ 1,404.56
G. Value Added Tax (VAT) ₱ 2,443.93
H. TOTAL INDIRECT COST ₱ 5,253.05
I. TOTAL ITEM COST ₱ 22,810.04
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 22,810.04
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. E : PLUMBING/SANITARY WORKS

ITEM NO. 10.4 : Catch Basin


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 150 mm - dia CDP pcs. 31 ₱ 990.00 ₱ 30,690.00
b. Ready Mix Concrete Class A cu.m. 15 ₱ 5,740.00 ₱ 86,100.00
c. 100 mm - dia PVC Pipe and Fittings pcs. 31 ₱ 785.88 ₱ 24,362.28
d. No. 16 GI. Tie Wire kgs. 45 ₱ 85.00 ₱ 3,825.00
e. 16 mm x 6 m Deformed Reinforcing pcs. 31 ₱ 392.00 ₱ 12,152.00
Steel Bar

Sub-Total for A ₱ 157,129.28


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Unskilled Labor 3 15 ₱ 529.84 ₱ 23,842.80

Sub-Total for B ₱ 23,842.80


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
a. Dump Truck (12 yd3) 2 15 ₱ 11,360.00 ₱ 340,800.00
b. Backhoe (0.30 cu.m.) 1 15 ₱ 12,296.00 ₱ 184,440.00
c. Backhoe with Breaker (0.80 cu.m.) 1 15 ₱ 15,984.00 ₱ 239,760.00
Minor Tools (10% of Labor Cost) ₱ 2,384.28

Sub-Total for C ₱ 767,384.28


D. ESTIMATED DIRECT COST ₱ 948,356.36
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 75,868.51
F. Contractor's Profit ₱ 75,868.51
G. Value Added Tax (VAT) ₱ 132,011.21
H. TOTAL INDIRECT COST ₱ 283,748.22
I. TOTAL ITEM COST ₱ 1,232,104.58
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 1,232,104.58
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.000 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. E : ELECTRICAL WORKS

ITEM NO. 11.1 : Conduits, Boxes and Fitting


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. High Bay 150 watts 230V set 60 ₱ 13,050.00 ₱ 783,000.00
b. Waterproof Convenience Outlet pcs. 41 ₱ 952.00 ₱ 39,032.00
c. 2 1/2" - dia GI. Pipe Sch 40 set 6 ₱ 2,715.00 ₱ 16,290.00
with Secondary Bracket
d. Duplex Convenience Outlet set 41 ₱ 198.00 ₱ 8,118.00
with Safety Shutter
e. Secondary Bracket pcs. 30 ₱ 165.00 ₱ 4,950.00
f. Switch pcs. 483 ₱ 156.00 ₱ 75,348.00

Sub-Total for A ₱ 926,738.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 15 ₱ 688.18 ₱ 30,968.10
b. Unskilled Labor 9 15 ₱ 529.84 ₱ 71,528.40

Sub-Total for B ₱ 102,496.50


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 10,249.65

Sub-Total for C ₱ 10,249.65


D. ESTIMATED DIRECT COST ₱ 1,039,484.15
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 83,158.73
F. Contractor's Profit ₱ 83,158.73
G. Value Added Tax (VAT) ₱ 144,696.19
H. TOTAL INDIRECT COST ₱ 311,013.66
I. TOTAL ITEM COST ₱ 1,350,497.81
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 1,350,497.81
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.000 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. E : ELECTRICAL WORKS

ITEM NO. 11.2 : Wires and Wiring Devices


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. 14 sq.dia THW Cu. Wire, Strd rolls 42 ₱ 19,200.00 ₱ 806,400.00
b. 8 sq.dia THW Cu. Wire, Strd rolls 20 ₱ 7,174.00 ₱ 143,480.00
c. 3.5 sq.dia THW Cu. Wire, Strd rolls 42 ₱ 3,600.00 ₱ 151,200.00
d. 2.5 sq.dia THW Cu. Wire, Strd rolls 20 ₱ 3,150.00 ₱ 63,000.00

Sub-Total for A ₱ 1,164,080.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 30 ₱ 688.18 ₱ 61,936.20
b. Unskilled Labor 9 30 ₱ 529.84 ₱ 143,056.80

Sub-Total for B ₱ 204,993.00


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 20,499.30

Sub-Total for C ₱ 20,499.30


D. ESTIMATED DIRECT COST ₱ 1,389,572.30
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 111,165.78
F. Contractor's Profit ₱ 111,165.78
G. Value Added Tax (VAT) ₱ 193,428.46
H. TOTAL INDIRECT COST ₱ 415,760.03
I. TOTAL ITEM COST ₱ 1,805,332.33
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 1,805,332.33
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.000 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. E : ELECTRICAL WORKS

ITEM NO. 11.3 : Lighting Fixtures


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Incandescent Light pcs. 813 ₱ 135.00 ₱ 109,755.00
b. Fluorescent Light pcs. 2026 ₱ 278.00 ₱ 563,228.00
c. Chandelier pcs. 2 ₱ 15,000.00 ₱ 30,000.00

Sub-Total for A ₱ 702,983.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 3 15 ₱ 688.18 ₱ 30,968.10
b. Unskilled Labor 9 15 ₱ 529.84 ₱ 71,528.40

Sub-Total for B ₱ 102,496.50


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 10,249.65

Sub-Total for C ₱ 10,249.65


D. ESTIMATED DIRECT COST ₱ 815,729.15
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 65,258.33
F. Contractor's Profit ₱ 65,258.33
G. Value Added Tax (VAT) ₱ 113,549.50
H. TOTAL INDIRECT COST ₱ 244,066.16
I. TOTAL ITEM COST ₱ 1,059,795.31
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 1,059,795.31
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.000 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. E : ELECTRICAL WORKS

ITEM NO. 11.4 : Panel Board and Cabinets


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Stainless Enclosure lot 15 ₱ 5,231.00 ₱ 78,465.00
b. 180A Main Panel Board pcs 33 ₱ 6,900.00 ₱ 227,700.00

Sub-Total for A ₱ 306,165.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Electrical Engineer 1 15 ₱ 1,008.76 ₱ 15,131.40
b. Electrician 2 15 ₱ 761.51 ₱ 22,845.30
c. Unskilled Labor 2 15 ₱ 529.84 ₱ 15,895.20

Sub-Total for B ₱ 53,871.90


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 5,387.19

Sub-Total for C ₱ 5,387.19


D. ESTIMATED DIRECT COST ₱ 365,424.09
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 29,233.93
F. Contractor's Profit ₱ 29,233.93
G. Value Added Tax (VAT) ₱ 50,867.03
H. TOTAL INDIRECT COST ₱ 109,334.89
I. TOTAL ITEM COST ₱ 474,758.98
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 474,758.98
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 L.s.

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 L.s.

BILL NO. E : ELECTRICAL WORKS

ITEM NO. 11.5 : Fire Alarm Systems


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Fire Alarm Control Panel set 15 ₱ 8,583.37 ₱ 128,750.55
b. Fire Alarm Annunciator set 15 ₱ 4,110.99 ₱ 61,664.85
c. Fire Alarm, Smoke Detector set 315 ₱ 1,725.74 ₱ 543,608.10
d. Fire Alarm Bell, Vibrating Type set 15 ₱ 1,420.64 ₱ 21,309.60

Sub-Total for A ₱ 190,415.40


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 6 15 ₱ 688.18 ₱ 61,936.20

Sub-Total for B ₱ 61,936.20


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 6,193.62

Sub-Total for C ₱ 6,193.62


D. ESTIMATED DIRECT COST ₱ 258,545.22
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 20,683.62
F. Contractor's Profit ₱ 20,683.62
G. Value Added Tax (VAT) ₱ 35,989.49
H. TOTAL INDIRECT COST ₱ 77,356.73
I. TOTAL ITEM COST ₱ 335,901.95
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 335,901.95
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 set

LOCATION : BSU - Alangilan Campus Assumed Qty : 4.00 set

BILL NO. E : MECHANICAL WORKS

ITEM NO. 12.1 : Fire Hose Cabinet


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Fire Hose Cabinet pcs. 15 ₱ 11,800.00 ₱ 177,000.00
Consumables (5% of Material Cost) ₱ 8,850.00

Sub-Total for A ₱ 185,850.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 2 15 ₱ 688.18 ₱ 20,645.40
b. Unskilled Labor 6 15 ₱ 529.84 ₱ 47,685.60

Sub-Total for B ₱ 68,331.00


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 6,833.10

Sub-Total for C ₱ 6,833.10


D. ESTIMATED DIRECT COST ₱ 261,014.10
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 20,881.13
F. Contractor's Profit ₱ 20,881.13
G. Value Added Tax (VAT) ₱ 36,333.16
H. TOTAL INDIRECT COST ₱ 78,095.42
I. TOTAL ITEM COST ₱ 339,109.52
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 84,777.38
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 set

LOCATION : BSU - Alangilan Campus Assumed Qty : 52.00 set

BILL NO. E : MECHANICAL WORKS

ITEM NO. 12.2 : Fire Sprinkler


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Fire Sprinkler pcs. 334 ₱ 532.00 ₱ 177,688.00
Consumables (5% of Material Cost) ₱ 8,884.40

Sub-Total for A ₱ 186,572.40


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 2 15 ₱ 688.18 ₱ 20,645.40

Sub-Total for B ₱ 20,645.40


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 2,064.54

Sub-Total for C ₱ 2,064.54


D. ESTIMATED DIRECT COST ₱ 209,282.34
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 16,742.59
F. Contractor's Profit ₱ 16,742.59
G. Value Added Tax (VAT) ₱ 29,132.10
H. TOTAL INDIRECT COST ₱ 62,617.28
I. TOTAL ITEM COST ₱ 271,899.62
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 5,228.84
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 set

LOCATION : BSU - Alangilan Campus Assumed Qty : 8.00 set

BILL NO. E : MECHANICAL WORKS

ITEM NO. 12.3 : Fire Extinguisher


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Fire Extinguisher pcs. 488 ₱ 1,750.00 ₱ 854,000.00
Consumables (5% of Material Cost) ₱ 42,700.00

Sub-Total for A ₱ 896,700.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 6 15 ₱ 688.18 ₱ 61,936.20

Sub-Total for B ₱ 61,936.20


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 6,193.62

Sub-Total for C ₱ 6,193.62


D. ESTIMATED DIRECT COST ₱ 964,829.82
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 77,186.39
F. Contractor's Profit ₱ 77,186.39
G. Value Added Tax (VAT) ₱ 134,304.31
H. TOTAL INDIRECT COST ₱ 288,677.08
I. TOTAL ITEM COST ₱ 1,253,506.90
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 156,688.36
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 set

LOCATION : BSU - Alangilan Campus Assumed Qty : 322.00 set

BILL NO. E : MECHANICAL WORKS

ITEM NO. 12.4 : Air Conditioning Unit


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Air Conditioning Unit pcs. 322 ₱ 23,200.00 ₱ 7,470,400.00
Consumables (5% of Material Cost) ₱ 373,520.00

Sub-Total for A ₱ 7,843,920.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 6 15 ₱ 688.18 ₱ 61,936.20

Sub-Total for B ₱ 61,936.20


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 6,193.62

Sub-Total for C ₱ 6,193.62


D. ESTIMATED DIRECT COST ₱ 7,912,049.82
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 632,963.99
F. Contractor's Profit ₱ 632,963.99
G. Value Added Tax (VAT) ₱ 1,101,357.33
H. TOTAL INDIRECT COST ₱ 2,367,285.31
I. TOTAL ITEM COST ₱ 10,279,335.13
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 31,923.40
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 set

LOCATION : BSU - Alangilan Campus Assumed Qty : 67.00 set

BILL NO. E : MECHANICAL WORKS

ITEM NO. 12.5 : Closed-circuit Television (CCTV)


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. CCTV pcs. 67 ₱ 2,655.00 ₱ 177,885.00
b. Wiring for CCTV pcs. 332 ₱ 105.00 ₱ 34,860.00
Consumables (5% of Material Cost) ₱ 8,894.25

Sub-Total for A ₱ 221,639.25


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 6 15 ₱ 688.18 ₱ 61,936.20

Sub-Total for B ₱ 61,936.20


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 6,193.62

Sub-Total for C ₱ 6,193.62


D. ESTIMATED DIRECT COST ₱ 289,769.07
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 23,181.53
F. Contractor's Profit ₱ 23,181.53
G. Value Added Tax (VAT) ₱ 40,335.85
H. TOTAL INDIRECT COST ₱ 86,698.91
I. TOTAL ITEM COST ₱ 376,467.98
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 5,618.93
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 set

LOCATION : BSU - Alangilan Campus Assumed Qty : 6.00 set

BILL NO. E : MECHANICAL WORKS

ITEM NO. 12.6 : Solar Panel


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Solar Panel pcs. 6 ₱ 90,000.00 ₱ 540,000.00
b. Solar Panel Inverter pcs. 1 ₱ 23,720.00 ₱ 23,720.00
b. Batteries pcs. 3 ₱ 3,196.00 ₱ 9,588.00
Consumables (5% of Material Cost) ₱ 27,000.00

Sub-Total for A ₱ 600,308.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 6 5 ₱ 688.18 ₱ 20,645.40

Sub-Total for B ₱ 20,645.40


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 2,064.54

Sub-Total for C ₱ 2,064.54


D. ESTIMATED DIRECT COST ₱ 623,017.94
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 49,841.44
F. Contractor's Profit ₱ 49,841.44
G. Value Added Tax (VAT) ₱ 86,724.10
H. TOTAL INDIRECT COST ₱ 186,406.97
I. TOTAL ITEM COST ₱ 809,424.91
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 134,904.15
DETAILED COST ESTIMATES
DERIVATION OF UNIT COST Date :

NAME OF THE PROJECT : Proposed 15-Storey Engineering Hub Output per hour : 1.00 set

LOCATION : BSU - Alangilan Campus Assumed Qty : 1.00 set

BILL NO. E : MECHANICAL WORKS

ITEM NO. 12.7 : Elevator


A. Name and Specifications Unit Quantity Unit Cost Amount (Php)
Materials
a. Elevator set 1 ₱ 30,000,000.00 ₱ 30,000,000.00
Consumables (5% of Material Cost) ₱ 1,500,000.00

Sub-Total for A ₱ 31,500,000.00


B. Designation No. of Person/s Days Daily Rate Amount (Php)
Labor
a. Skilled Labor 6 45 ₱ 688.18 ₱ 185,808.60

Sub-Total for B ₱ 185,808.60


C. Name and Capacity No. of Units No. of Days Daily Rate Amount (Php)
Equipments
Minor Tools (10% of Labor Cost) ₱ 18,580.86

Sub-Total for C ₱ 18,580.86


D. ESTIMATED DIRECT COST ₱ 31,704,389.46
E. Overhead, Contingencies, Miscellaneous (OCM) Expenses ₱ 2,536,351.16
F. Contractor's Profit ₱ 2,536,351.16
G. Value Added Tax (VAT) ₱ 4,413,251.01
H. TOTAL INDIRECT COST ₱ 9,485,953.33
I. TOTAL ITEM COST ₱ 41,190,342.79
J. Item Unit Cost (Total Item Cost / Assumed Quantity) ₱ 41,190,342.79

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