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