Architectural

I. Doors
A. Materials
1 set Flush Door 5,500.00 /set 5,500.00
5,500.00
B. Labor 1,925.00
₱ 7,425.00
II. Trusses, Roofing, and Ceiling
A. Materials
72 bd.ft 12 pc-2"x3"x12' Coco Lumber For Purlins 30.00 /bd. ft 2,160.00
24 bd. ft 3 pc-2"x4"x12' Coco Lumber For Raft 30.00 /bd. ft 720.00
5 bd. ft 1 pc-2"x3"x10' Coco Lumber For Roof Joist 30.00 /bd. ft 150.00
50 bd.ft 5 pc-1"x10"x12' Good Lumber For Fascia Board 60.00 /bd. ft 3,000.00
72 bd.ft 18 pc-2"x2"'12' Coco Lumber For Ceiling Joist 30.00 /bd. ft 2,160.00
4 pcs 1/4"x4'x8' Marine Plywood For Ceiling 448.00 /pc 1,792.00
122 ft #24 0.8mx8' Corr. G.I. Sheet 77.28 /ft 9,428.16
3 kgs Umbrella Nails 112.00 /kg 336.00
3 kgs C W Nail Assorted 84.00 /kg 252.00
19,998.16
B. Labor 6,999.36
₱ 26,997.52
III. Shelves
A. Materials
1 L Wood Glue 165.00 /L 165.00
3 kgs Finishing Nails 112.00 /kg 336.00
15 pcs 3/4"x4'x8' Marine Plywood 1,456.00 /pc 21,840.00
22,341.00
B. Labor 7,819.35
₱ 30,160.35

IV. Painting Works

A. Materials
2 gal Concrete Neutralizer 504.00 /gal 1,008.00
4 gal Flat Latex Paint 750.00 /gal 3,000.00
3 gal Gloss Latex Paint 761.60 /gal 2,284.80
6 gal Flatwall Enamel Paint 672.00 /gal 4,032.00
3 pcs Paint Roller w/ Basin, 7" 213.00 /pc 639.00
3 pcs Paint Brush 4" 200.00 /pc 600.00
11,563.80
B. Labor 4,047.33
₱ 15,611.13

SUMMARY OF ESTIMATES
ITEM MATERIALS COST LABOR COST EQUIPMENT RENTAL AMOUNT
I 5,500.00 1,925.00 - 7,425.00
II 19,998.16 6,999.36 - 26,997.52
III 22,341.00 7,819.35 - 30,160.35
IV 11,563.80 4,047.33 - 15,611.13
TOTAL ₱ 59,402.96 ₱ 20,791.04 ₱ 80,194.00

Prepared by: Noted By:

BRANDO D. JEJILLOS, CE ENGR. ROEL D. DOMER, CE/RMP

ENGINEER 1 OIC-CITY ENGINEER

Approved By:
Name of Project
Location
Subject : Structural Detailed Estimate

I. Excavation
Est. Qty= (0.8)(0.8)(0.2)(4)+(0.3)(0.7)(3)(4)
= 3.03 cu.m
Labor
3.00 cu.m Manual Excavation 300.00 /cu.m ₱ 900.00

II. Foundation
Est'd Qty.= (0.8)(0.8)(0.2)(4)
= 0.512 cu.m
A Materials
5 bags Portland Cement, 40 kg 286.00 /bag 1,430.00
0.50 cu.m Sand, Albay Source 800.00 /cu.m 400.00
1 cu.m Gravel (G1) 896.00 /cu.m 896.00
10 pcs 16mmØ x 6m RSB 444.00 /pc 4,440.00
1 kgs #16 G.I Tie Wire 84.00 /kg 84.00
7,250.00
B Labor 2,537.50
9,787.50 ₱ 9,787.50
Unit Cost----------------------------------------------------= ₱ 19,116.21 /cu.m
0.512

III. Wall Footing

Est'd Qty.= (2)(1.2)(0.1)(0.3)+(3)(2.8)(0.1)(0.3)
= 0.324 cu.m
A Materials
3 bags Portland Cement, 40 kg 286.00 /bag 858.00
0.50 cu.m Sand, Albay Source 800.00 /cu.m 400.00
1 cu.m Gravel (G1) 896.00 /cu.m 896.00
6 pcs 16mmØ x 6m RSB 444.00 /pc 2,664.00
2 pcs 10mmØ x 6m RSB 176.00 /pc 352.00
1 kgs #16 G.I Tie Wire 84.00 /kg 84.00
5,254.00
B Labor 1,838.90
7,092.90 ₱ 7,092.90
Unit Cost----------------------------------------------------= ₱ 21,891.67 /cu.m
0.324
IV. Column
Est'd Qty.= (2)(4)(0.2)(0.2)+(2)(3.5)(0.2)(0.2)
= 0.60 cu.m
A Materials
6 Portland Cement, 40 kg 286.00 /bag 1,716.00
0.50 cu.m Sand, Albay Source 800.00 /cu.m 400.00
1 cu.m Gravel (G1) 896.00 /cu.m 896.00
24 pcs 12mmØ x 6m RSB 249.00 /pc 5,976.00
20 pcs 10mmØ x 6m RSB 176.00 /pc 3,520.00
1 kgs #16 G.I Tie Wire 84.00 /kg 84.00
12,592.00
B Labor 4,407.20
16,999.20 ₱ 16,999.20
Unit Cost----------------------------------------------------= ₱ 28,332.00 /cu.m
0.60
V. Slab
Est'd Qty.= (2.8)(2.8)(0.1)
= 0.784 cu.m
A Materials
8 Portland Cement, 40 kg 286.00 /bag 2,288.00
0.50 cu.m Sand, Albay Source 800.00 /cu.m 400.00
1 cu.m Gravel (G1) 896.00 /cu.m 896.00
8 pcs 10mmØ x 6m RSB 176.00 /pc 1,408.00
1 kgs #16 G.I Tie Wire 84.00 /kg 84.00
5,076.00
B Labor 1,776.60
6,852.60 ₱ 6,852.60
Unit Cost------------------------------------------------------------= ₱ 8,740.56 /cu.m
0.784

VI. Forms/ Scaffolding

Lump Sum

A Materials
8 pcs 1/4"x4'x8' Marine Plywood 448.00 /bag 3,584.00
400 bd.ft 100 - 2''x2''x12' Cocolumber 30 /bd. Ft 12,000.00
40 bd.ft 10 - 2''x3''x12' Cocolumber 30 /bd. Ft 1,200.00
5 kg C.W. Nails, Assorted 84 /kg 420.00
17,204.00
B Labor 6,021.40
₱ 23,225.40
VII. CHB Laying/ Plastering
For CHB Laying:
Est'd Qty.= 35.84 sq.m
A Materials
448 pcs 4'' CHB 14.00 /pc 6,272.00
29 bags Portland Cement, 40 kg 286.00 /bag 8,294.00
2 cu.m Sand, Albay Source 800.00 /cu.m 1,600.00
10 pcs 10mmØ x 6m RSB 176.00 /pc 1,760.00
11,654.00
For Plastering
Est'd Qty.= 59.36 sq.m
A Materials
22 Portland Cement, 40 kg 286.00 /bag 6,292.00
1.50 cu.m Sand, Albay Source 800.00 /cu.m 1,200.00
7,492.00

Total 19,146.00
B Labor 6,701.10
25,847.10 ₱ 25,847.10
Unit Cost------------------------------------------------------------= ₱ 435.43 /cu.m
59.36
 SUMMARY OF ESTIMATES
ITEM MATERIALS COST LABOR COST EQUIPMENT RENTAL AMOUNT
I 900.00 - 900.00
II 7,250.00 2,537.50 - 9,787.50
III 5,254.00 1,838.90 - 7,092.90
IV 12,592.00 4,407.20 - 16,999.20
V 5,076.00 1,776.60 - 6,852.60
VI 17,204.00 6,021.40 - 23,225.40
VII 19,146.00 6,701.10 - 25,847.10
TOTAL ₱ 66,522.00 ₱ 24,182.70 - ₱ 90,704.70

Prepared by: Noted By:

BRANDO D. JEJILLOS, CE ENGR. ROEL D. DOMER, CE/RMP

ENGINEER 1 OIC-CITY ENGINEER

Approved By:

RODERICK D. DICEN
 Republic of the Philippines
Province of Sorsogon
SORSOGON CITY

OFFICE OF THE CITY ENGINEER

I. Name/Location of the Project

II. Implementation Procedure :By Administration

III. Source of Fund :20% BDF
IV. No. of Working Days :30 C.D.

ITEM/ DESCRIPTION %OF TOTAL AMOUNT

I. Architectural 0% 0.00
II. Structural 90.76% 90,704.70
III. Electrical 9% 9,229.95
TOTAL 100.00% ₱ 99,934.65

BREAKDOWN OF ESTIMATED EXPENDITURES %OF TOTAL AMOUNT

DIRECT COST
Architectural:
Materials
Labor
TOTAL ₱

Prepared by:

BRANDO D. JEJILLOS, CE
ENGINEER 1

Approved By:

RODERICK D. DICEN
Punong Barangay
AMOUNT
0.00
90,704.70
9,229.95
99,934.65

AMOUNT