San Vicente Warehouse
San Vicente Warehouse
San Vicente Warehouse
ITEM II EARTHWORKS
Item A. STRUCTURE EXCAVATION
Estimated Quantity = 102.84 m³
Page 1 of 18
Bar x 16 1.60 8 9.00 14 179 312.62 22
Bar y 16 1.60 8 9.00 14 179 312.62 22
625.24
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9 271 14.21 3850.91
12 9 42 7.99 335.58
10 6 373 3.7 1380.1
7.5 108 4.82 520.56
9 196 5.54 1085.84
7450.03
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ST1 Length Double Angle Set Total Length
Top Chord
2-1/2" x 2-1/2" x 1/4" 13.00 2 5 = 130
Bottom Chord
2-1/2" x 2-1/2" x 1/4" 12.50 2 5 = 125
Web Members
2" x 2" x 3/16" 38.50 2 5 = 385
Purlins
2" x 6" x 2.0mm 16 22 = 352
STRUT
Top & Bottom Member
2" x 2" x 3/16" 4.15 2 5 = 41.5
Web Members
1-1/2" x 1-1/2" x 3/16" 1.70 2 5 = 17
CB1
Top & Bottom Member
1-1/2" x 1-1/2" x 3/16" 10.00 2 4 = 80
Web Members
1" x 1" x 3/16" 9.85 2 4 = 78.8
CB2
Top & Bottom Member
1-1/2" x 1-1/2" x 3/16" 10.00 2 8 = 160
Web Members
1" x 1" x 3/16" 11.45 2 8 = 183.2
CANOPY
Top & Bottom Member
2" x 2" x 3/16" 5.90 2 6 = 70.8
Web Members
1-1/2" x 1-1/2" x 3/16" 3.10 2 6 = 37.2
Purlins
2" x 3" x 2.0mm 24 2 = 48
Page 4 of 18
Republic of the Philippines
Province of Albay
CITY OF TABACO
DETAILED ESTIMATES
ITEM II EARTHWORKS
Item A. STRUCTURE EXCAVATION
Estimated Quantity: 102.84 cu.m
Page 5 of 18
Unit Cost PHP 71,043.84 / 102.84
690.79 / cu.m
a. Materials
Unit Cost Cost
Qty Unit Description
Php Php
177 cu.m. Filling Materials (Extracted Cost) 600.00 106,200.00
177 cu.m. Plus: Loading at Quarry 25.00 4,425.00
177 cu.m. Hauling of Quarry to Project Site 30.00 5,310.00
177 cu.m. Unloading at Project Site 25.00 4,425.00
Subtotal 120,360.00
plus: Quarry Fee 10,620.00
130,980.00
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
37 cu.m. Gravel (Extracted Cost) 815.00 30,155.00
37 cu.m. Plus: Loading at Quarry 35.00 1,295.00
37 cu.m. Hauling of Quarry to Proj. Site 65.00 2,405.00
37 cu.m. Undloading at Project Site 45.00 1,665.00
Subtotal 35,520.00
plus: Quarry Fee 3,015.50
38,535.50
Page 6 of 18
B. Labor Cost 5 days
Rate/Day Cost
No. of Personnel Description
Php Php
1 Construction Foreman 600.00 3,000.00
3 Skilled Worker 500.00 7,500.00
6 Common Laborer 350.00 10,500.00
21,000.00
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
960 bags Portland Cement 300.00 288,000.00
112 cu.m. Gravel (Extracted Cost) 815.00 91,280.00
112 cu.m. Plus: Loading at Quarry 35.00 3,920.00
112 cu.m. Hauling of Quarry to Proj. Site 65.00 7,280.00
112 cu.m. Undloading at Project Site 45.00 5,040.00
76 cu.m. Sand (Extracted Cost) 795.00 60,420.00
76 cu.m. Plus: Loading at Quarry 25.00 1,900.00
76 cu.m. Hauling of Quarry to Proj. Site 30.00 2,280.00
76 cu.m. Undloading at Project Site 25.00 1,900.00
Subtotal 462,020.00
plus: Quarry Fee 15,170.00
477,190.00
Page 7 of 18
Rate/Day Cost
Qty Unit Description
Php Php
1 unit One-bagger Concrete Mixer (20 days) 1,376.00 34,400.00
1 unit Concrete Vibrator (20 days) 730.00 18,250.00
52,650.00
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
373 pcs 10mm Ø RSB, 6m 222.00 82,806.00
108 pcs 10mm Ø RSB, 7.5m 289.00 31,212.00
196 pcs 10mm Ø RSB, 9m 332.00 65,072.00
42 pcs 12mm Ø RSB, 6m 320.00 13,440.00
8 pcs 16mm Ø RSB, 6m 568.00 4,544.00
17 pcs 16mm Ø RSB, 7.5m 710.00 12,070.00
271 pcs 16mm Ø RSB, 9m 853.00 231,163.00
5 roll #16 G.I Tie Wires 2,750.00 13,750.00
454,057.00
Page 8 of 18
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
109 pcs Marine Plywood ¼" 490.00 53,410.00
936 bdft Coco Lumber 40.00 37,444.80
2 box CW Nail 4" 1,200.00 2,400.00
2 box CW Nail 3" 1,250.00 2,500.00
1 box CW Nail 1½" 1,300.00 1,300.00
97,054.80
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
2,918 pcs 4" CHB 14.00 40,852.00
2,803 pcs 6" CHB 18.00 50,454.00
453 bags Portland Cement 300.00 135,900.00
25 cu.m. Sand (Extracted Cost) 795.00 19,875.00
25 cu.m. Plus: Loading at Quarry 25.00 625.00
25 cu.m. Hauling of Quarry to Proj. Site 30.00 750.00
25 cu.m. Undloading at Project Site 25.00 625.00
336 pcs 10mm Ø RSB, 6m 222.00 74,592.00
2 roll #16 G.I Tie Wires 2,750.00 5,500.00
Subtotal 329,173.00
plus: Quarry Fee 1,987.50
331,160.50
Page 9 of 18
589,252.23
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
127 bags Portland Cement 300.00 38,100.00
11 cu.m. Sand (Extracted Cost) 795.00 8,745.00
11 cu.m. Plus: Loading at Quarry 25.00 275.00
11 cu.m. Hauling of Quarry to Proj. Site 30.00 330.00
11 cu.m. Undloading at Project Site 25.00 275.00
Subtotal 47,725.00
plus: Quarry Fee 874.50
48,599.50
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
286 bags Portland Cement 300.00 85,800.00
16 cu.m. Sand (Extracted Cost) 795.00 12,720.00
16 cu.m. Plus: Loading at Quarry 25.00 400.00
16 cu.m. Hauling of Quarry to Proj. Site 30.00 480.00
16 cu.m. Undloading at Project Site 25.00 400.00
Subtotal 99,800.00
plus: Quarry Fee 1,272.00
101,072.00
Page 10 of 18
Unit Cost PHP 175,860.72 / 721.48
243.75 / sq.m
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
16.20 sq.m W-1 3-Layers Glass Block, 0.2m x 0.2m 4,000.00 64,800.00
14.40 sq.m W-2 Concrete Louver Blocks, 0.2m x 0.2m 2,000.00 28,800.00
183,600.00
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
50 pcs 2-1/2" x 2-1/2" x 1/4" Angle Bar 2,196.00 109,800.00
98 pcs 2" x 2" x 3/16" Angle Bar 1,307.00 128,086.00
58 pcs 1-1/2" x 1-1/2" x 3/16" Angle Bar 965.00 55,970.00
52 pcs 1" x 1" x 3/16" Angle Bar 622.00 32,344.00
10 pcs 1-1/2" x 1-1/2" x 1/4" Angle Bar 1,253.00 12,530.00
69 pcs 2" x 6" x 2.0mm C-Purlin 1,656.00 114,264.00
10 pcs 2" x 3" x 2.0mm C-Purlin 1,152.00 11,520.00
36 pcs 12mm Ø Plain Round Bar 350.00 12,600.00
16 pcs 12mm Ø Turnbuckle 115.00 1,840.00
18 pcs 16mm Ø Machine Bolt w/ Nut & Washer 95.00 1,710.00
2 set Oxygen for Acetylene 1,900.00 3,800.00
25 kgs Welding Rod, Wipweld 110.00 2,750.00
487,214.00
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9 Common Laborer 350.00 81,900.00
162,500.00
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
240 sq.m Ga.24 G.I Pre-Painted Corrugated Long Span 950.00 228,000.00
18 m Ga.24 G.I Pre-Painted Ridge Roll 410.00 7,380.00
36 m Ga.24 G.I Pre-Painted Flashing 420.00 15,120.00
5 pcs 1" x 6" Fascia Board 400.00 2,000.00
2640 pcs 6mm J-Bolts w/ Felt and Cyclonic Washer 16.00 42,240.00
1129 pcs Blind Rivets 1.50 1,692.90
3 gal Roof Sealant 1,800.00 5,400.00
12 pcs 3" Ø PVC Pipe, 3.0m 480.00 5,760.00
307,592.90
A. Materials
Unit Cost Cost
Qty Unit
Php Php
52 gal Concrete Neutralizer 500.00 26,000.00
54 gal Concrete Putty 550.00 29,700.00
18 pails Latex, Flat 2,320.00 41,760.00
26 pails Latex, Semi-Gloss 2,600.00 67,600.00
10 lit Acri-Color 120.00 1,200.00
24 gal Red Oxide Primer 600.00 14,400.00
39 gal Enamel, Semi-Gloss 750.00 29,250.00
62 bot Paint Thinner 50.00 3,100.00
25 sets Paint Roller w/ Tray 150.00 3,750.00
20 sets Paint Brush 125.00 2,500.00
219,260.00
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1 Construction Foreman 600.00 9,000.00
5 Skilled Worker 500.00 37,500.00
8 Common Laborer 350.00 42,000.00
88,500.00
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
Page 13 of 18
ITEM XIII Bunkhouse (Rental Basis) and Other Facilities
Estimated Quantity: 1.00 lot
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
8.00 month Rental of Bunkhouse 5,000.00 40,000.00
40,000.00
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
1 unit Project Billboard 4,443.40 4,443.40
4,443.40
A. Materials
Unit Cost Cost
Qty Unit Description
Php Php
1920 manday Safety Shoes 7.67 14,726.40
1920 manday Safety Helmet 0.25 480.00
1920 manday Safety Gloves 2.77 5,318.40
48 pcs Washable Facemask 40.00 1,920.00
6 gal Alcohol (70% Sol.) 520.00 3,120.00
25,564.80
B. Labor
Rate/Day Cost
No. of Personnel Required Description
Php Php
1 First Aider for 240 days 350.00 84,000.00
1 Part Time Safety Practitioner for 32 days 500.00 16,000.00
100,000.00
Page 14 of 18
SUMMARY
A. Direct Cost
I Materials 50.14% 3,008,422.50
II Labor 19.48% 1,169,000.00
III Equipment Expenses 8.66% 519,506.00
IV Quarry Fee 0.55% 32,939.50
V Fabrication/ Installation of Billboard 0.07% 4,443.40
Sub-total 78.83% 4,734,311.40
B. Indirect Cost
Mark-up 15.44% 926,461.30
VAT/WT 4.72% 283,038.63
Sub-total 20.16% 1,209,499.93
Sub-total (A + B) 99.06% 5,943,811.33
C. Government Expenses
I Pre/Const. Eng'g./Proj. Management 0.94% 56,188.67
Sub-total
TOTAL ESTIMATED PROJECT COST 100.00% 6,000,000.00
Page 15 of 18
Republic of the Philippines
Province of Albay
City of Tabaco
April 2021
EQUIPMENT REQUIREMENTS
Name of Project:
KIND NUMBER
Location: TCCT Complex, Brgy. Pawa, Tabaco City One-bagger Mixer 1 unit
Proj. Description : see description below Bar Bender 1 unit
Appropriation: Php 8,500,000.00 Bar Cutter 1 unit
Source of Fund: Concrete Vibrator 1 unit
Hand Tools Enough
Implementation Procedure: _____ CD
Item No. Description of Work to be Done % of Total Unit Quantity Unit Price Amount (Php)
I CLEARING & GRUBBING 2.54% sq.m 320.00 465.41 148,932.00
II EARTHWORKS
Item A. STRUCTURE EXCAVATION 1.21% cu.m 102.84 690.79 71,043.84
Item B. EMBANKMENT (From Structural Excavation) 0.72% cu.m 86.91 485.66 42,210.00
Item C. EMBANKMENT (From Borrow) 3.86% cu.m 176.64 1,280.97 226,270.80
Item D. GRAVEL BEDDING 1.28% cu.m 36.98 2,028.30 75,014.73
III STRUCTURAL CONCRETE 14.68% cu.m 101.04 8,508.82 859,748.40
IV REINFORCING STEEL 14.44% kgs 7,450.03 113.56 846,035.82
V FORMWORKS & FALSEWORKS 6.48% sq.m 312.04 1,216.45 379,581.05
VI MASONRY WORKS 10.06% sq.m 360.74 1,633.47 589,252.23
VII CEMENT PLASTER FINISH 3.00% sq.m 721.48 243.75 175,860.72
VIII DOORS & WINDOWS 5.19% sq.m 38.70 7,857.91 304,101.00
IX ROOF FRAMING WORKS 15.00% sq.m 212.00 4,146.03 878,958.36
X ROOFING WORKS 8.94% sq.m 228.00 2,296.70 523,647.05
XI PAINTING WORKS 6.62% sq.m 1,021.48 379.63 387,777.60
XII ELECTRICAL WORKS 2.68% lot 1.00 157,098.06 157,098.06
Bunkhouse (Rental Basis) and Other
XIII 0.77% lot 1.00 45,360.00 45,360.00
Facilities
XIV Project Billboard/Signboard 0.09% units 1.00 5,038.82 5,038.82
XV Occupational Construction Safety and Health 2.43% lot 1.00 142,390.48 142,390.48
100.00% TOTAL (PhP) 5,858,320.96
BREAKDOWN OF ESTIMATED EXPENDITURES
I. ESTIMATED CONTRACT COST
A. Direct Cost B. Indirect Cost
1. Mob./Demob. 1. Mark-Up 926,461.30
2. Materials 3,008,422.50 2. Vat/WT 283,038.63
2.1 Supply/Delivery Sub-Total PhP 1,209,499.93
2.2 Testing of Materials
3. Labor 1,169,000.00
3.1 Direct Labor Total of I PhP 5,943,811.33
3.2 Fringe Benefits
4. Equipment Expenses 519,506.00 II. ESTIMATED GOVERNMENT EXPENSES
5. Quarry Fee 32,939.50 1. Pre-Eng'g/Proj. Mgt.
6. Freight & Handling 2. Retention
7. Fabrication/ Installation of Billboard 4,443.40 3. Others
Sub-Total 4,734,311.40
Total of II 56,188.67
GRAND TOTAL OF I & II
ESTIMATED PROJECT COST PhP 6,000,000.00
Page 16 of 18
APPROVED BUDGET FOR THE CONTRACT
Page 17 of 18
OIC-City Accountant City Mayor
Page 18 of 18