Republic of the Philippines

PROVINCE OF MISAMIS ORIENTAL

Municipality of Claveria
`--------------oo0oo-------------`

OFFICE OF THE MUNICIPAL ENGINEER

PROJECT TITLE : IMPROVEMENT OF PARMBUGAS COVERED COURT(FLOORING)

CATEGORY :
PHYSICAL TARGET 17 X30.6 sq.m DATE: 3/27/2023
LOCATION : PARMBUGAS CLAVERIA MISAMIS ORIENTAL
TOTAL PROJECT COST : Err:509 SOURCE OF FUND : 20% of IRA, CY 2023
PROJECT DISCRIPTION : Implementation Mode : By Admin
Project Duration : Err:509 CD

Equipment Needed :

Technical Personnel: Skilled Labor and Laborer

ITEM NO. SCOPE OF WORK % WT. QUANTITY UNIT UNIT PRICE TOTAL AMOUNT
101(6) Removal of structures and Obstruction Err:509 #NAME? #NAME? #NAME? ₱ 28,800.00
105 Subgrade Preparation Err:509 Err:509 sq.m Err:509 Err:509
900 Reinforced Concrete Err:509 Err:509 Err:509 Err:509 Err:509
Estimated Project Cost: Err:509 Err:509

A. Breakdown of Total Direct Cost

Materials Err:509
Labor Err:509
Equipment (Diesel) Err:509
sub-total Err:509
D. TOTAL PROJECT COST Err:509

Prepared by: Checked by:

GERALD E. CALLAO ROLANDO M. ALFANTA

Project In-charge Municipal Engineer

Approved by:
MERALUNA SALVALEON ABROGAR
Municipal Mayor
Project : Proposed 2-storey commercial Building
Location: Tamboboan, Claveria, Misamis Oriental
Owner: Marciana D. Vanguardia
Subject: Bill of Materials

Item
DESCRIPTION Qty Unit Unit rate Amount
No.
1.0 GENERAL REQUIREMENTS
1.0 EARTHWORKS
Excavation Works (Ftg., WF, & Septic) 64.61 cu.m 32.28 2,085.45
Compaction 259.88 sq.m 120.00 31,185.00
Subtotal 1.0 > > > 33,270.45

2.0 CONCRETE WORKS

Cement 1010.00 bag 260.00 262,600.00
Wash Sand 66.00 cu.m 1,450.00 95,700.00
Gravel 146.00 cu.m 1,450.00 211,700.00
Subtotal 2.0 > > > 570,000.00

3.0 STEEL WORKS

16 mm Ø x 6m 299 pc. 450.00 121,950.00
12 mm Ø x 6m 429 pc. 235.00 100,815.00
10 mm Ø x 6m 470 pc. 170.00 79,900.00
4'' x 4'' x 6 mm Rec tube 6 length 3,700.00 18,500.00
0.40 cm x 40 cm Base plate w/ 4 holes 9 pcs 763.00 6,867.00
0.20 cm x 20 cm Base plate w/ 4 holes 3 pcs 450.00 1,350.00
16 mm screw and nuts 36 pcs 125.00 4,500.00
12 mm screw and nuts 12 pcs 95.00 1,140.00
cutting Disk 15 pcs 65.00 975.00
Grind stone 5 pcs 75.00 375.00
Welding Rod 25 kg. 90.00 2,250.00
# 16 G.I. wire 25 kg. 85.00 2,125.00
Subtotal 3.0 > > > 340,747.00

4.0 FORMWORKS & SCAFFOLDS

3/4" x 4' x 8' plywood (MARINE) 91 pc. 1,375.00 125,125.00
2'' x 2'' x 8' coco lumber 500 bd.ft. 30.00 15,000.00
2" x 3" coco lumber 1,000 bd.ft. 30.00 30,000.00
4" CWN 3 box 100.00 300.00
2 ½" CWN 3 box 100.00 300.00
1 ½" CWN 2 box 100.00 200.00
Subtotal 4.0 > > > 1,375.00 170,925.00

5.0 MASONRY WORKS

10 x 20 x 40 CHB (NLB) 2,359 blks. 13.00 30,667.00
Cement 171.00 bg. 260.00 44,460.00
Wash Sand 16.00 cu.m 1,450.00 23,200.00
10 mm Ø x 6m 145.00 length 170.00 24,650.00
# 16 G.I. wire 18.00 kg. 85.00 1,530.00
Subtotal 5.0 > > > 124,507.00
6.0 DOORS & WINDOWS
7.1.Doors
A.1Solid panel doors w/ 2x6 Tugas door jamb
D-1 W 0.80 m x H 2.10 m 1 set 6,500.00 6,500.00
D-2 W 1.00 m x H 2.10 m 1 set 7,850.00 7,850.00
D-1 W 2 m x H 2.10 m 1 set 10,750.00 10,750.00
A.2 Fabricated Doors -
Roll Up Doors 52.2 sq.m 3,500.00 182,700.00
A.3 PVC DOORS -
D-1 W 0.60 m x H 2.10 m 6 set 1,750.00 10,500.00
A.3 WINDOWS -
24.01 sq.m 2,500.00 60,025.00
Subtotal 6.0 > > > 278,325.00

7.0 ROOFING SYSTEM

A. Roof Truss and Framing
2'' x 4'' x 4 mm Rectangular Tube 105 lgth 1,635.00 171,675
2'' X 3'' C- Purlins 65 lgth 1,407.00 91,455
4'' x 6'' x 4mm Rectube 10 lgth 1,125.00 11,250
cutting Disk 15 pcs 65.00 975
Welding Rod 25 kg 95.00 2,375
B. Roofing Panel -
B.1 Panels -
PolyCarbonate Roof 15 panels 8,720.00 130,800
0.44mm thk. Longspan Rib Type Color Roof 268 lm 500.00 134,000
B.3 Hardware Accessories
Tek Screw - steel(12x55mm w/ neo) 2,000 pcs 1.50 3,000
Blind Rivets 6 box 200.00 1,200
Rubber Sealant Silicone 6 tubes 275.00 1,650
Elastosil 6 tubes 150.00 900
Subtotal 7.0 > > > 538,030.00
8.0 WALLING
1/4'' Fiber Board 64 sht 500.00 32,000.00
Metal Furring 40 lgth 145.00 5,800.00
Bliond Rivets 3 pair 200.00 600.00
Subtotal 8.0 > > > 38,400.00

9.0 PLASTERING WORKS

Cement 150 bg. 260.00 39,000.00
Wash Sand 9 cu.m 1,450.00 13,050.00
Subtotal 9.0 > > > 52,050.00
 10.0 ELECTRICAL AND AUXILLIARY SYSTEM
A.PANEL BOARDS
6-branches panel board bolt on type (pole)
industrial type main enclosed w/
1-60 A. C.B ( 2 pole ) G.E.
2- 15 A.C.B. ( 2 pole ) G.E.
1- 20 A.C.B. ( 2 pole ) G.E.
2- 30 A.C.B. ( 2 pole ) G.E. 6 set 2,550.00 15,300.00
B. LIGHTING FIXTURES:
32 Watts Circular lamp w/ glass cover 76 set 495.00 37,620.00
Emergency Light 6 unit 1,000.00 6,000.00
2 Gang Convenience Outlets (Panasonic) 24 set 165.00 3,960.00
1 Gang Outlet (Panasonic) 6 set 120.00 720.00
2 Gang Switch (Panasonic) 9 set 120.00 1,080.00
3 Gang Switch (Panasonic) 1 set 165.00 165.00
4 Gang Switch (Panasonic) 1 set 210.00 210.00
2 x 2 receptacle plastic 1 pc. 25.00 25.00

C. PIPES @ FITTINGS:(Neltex)sched.40
½ Ø" PVC Pipes 5 lght 65.00 325.00
½ Ø" PVC Connector w/ Locknut 12 pc. 10.00 120.00
1¼"Ø PVC Pipes 4 lght 170.00 680.00
1¼"Ø PVC Elbow 3 pc. 65.00 195.00
1¼"Ø PVC Connector w/ Locknut 4 pc. 60.00 240.00
1¼"Ø EMT Pipe 2 lght 380.00 760.00
1¼"Ø EMT Connector w/ Locknut 10 pc. 75.00 750.00
1¼"Ø Entrance Headcup 1 pc. 65.00 65.00
1¼"Ø LB Conduit 3 pc. 180.00 540.00
2 Pole Secondary Rack 1 pc. 300.00 300.00

D. WIRES CABLE: (COLUMBIA)

3.5 mm THHN WIRE (stranded) 4 roll 55.00 220.00
5.5 mm THHN WIRE (stranded) 150 L.m 60.00 9,000.00
22/4 jacketed wire 50 L.m 24.00 1,200.00
Rg-6 cable wire 50 L.m 18.00 900.00

E. BOXES @ GUTTER: (METAL)

2 x 4 Utility Box 12 pc. 18.00 216.00
4 x 4 Junction Box w/ Cover 12 pc. 20.00 240.00
411/16 Square Box 4 pc. 60.00 240.00
4 x 12 x 12 Poll Box 2 pc. 770.00 1,540.00

F. FIRE ALARM SYSTEM:

Smoke Detector Battery Operated 6 set 650.00 3,900.00
Fire Alarm Bell (220 V.) 6 set 550.00 3,300.00
Fulldown Switch 6 set 550.00 3,300.00

G. CONSUMABLE MATERIALS
Electrical Tape (3m) 15 roll 30.00 450.00
Solvent Cement (big) 2 can 80.00 160.00
3/8 Circular Loom 60 L 20.00 1,200.00

Subtotal 10.0 > > > 94,921.00

11.0 Ceiling Works

0.60 mm Wall angle 30 length 154.00 4,620.00
Main-TEE 25 pcs/box 2 box 4,000.00 8,000.00
Cross Tee 4ft 4 box 3,500.00 14,000.00
Blind Rivets 8 box 250.00 2,000.00
wall Tox 3 box 185.50 556.50
TEE-Nails -
1'' 4 box 187.75 751.00
2'' 4 box 187.75 751.00
Accoustic Ceiling Board 12 box 3,000.00 36,000.00
Subtotal 13.0 > > > 66,678.50

12..0 PAINTING WORKS

A. Interior Walls (Area= 380 m²)
Paint thinner 5 bottle 60.00 300.00
Skim Coat 6 bgs 590.00 3,540.00
Quick Dry Enamel( Gray) 10 gal. 849.00 8,490.00
B. Exterior Walls (Area=138m²)
Concrete Neutralizer 3 quarts 75.00 225.00
Primer Sealer ( white ) 6 gal. 404.00 2,424.00
Elastomeric Paint 20 gal. 1,500.00 30,000.00
Water Repellant Paint 8 gal.

C. Consumable Materials
1. Newspaper 4 kg 20.00 80.00
2. Paint Brush 4" 7 pcs. 40.00 280.00
3. Paint Brush 2" 7 pcs. 30.00 210.00
4.Sand Paper # 100 15 rolls 28.00 420.00
5. Paint Roller/pale 2 pcs. 215.00 430.00
Red Lead Primer 1 gal. 384.00 384.00
Epoxy Primer 1 gal. 580.00 580.00
Subtotal 12.0 > > > 47,363.00
13.0 PLUMBING WORKS
½"Ø PVC pipe 15 lgth 65.00 975.00
½"Ø PVC elbow 10 pc. 10.00 100.00
½"Ø PVC coupling 10 pc. 3.00 30.00
½"Ø PVC tee 10 pc. 9.00 90.00
½" Ø Female Threaded Elbow 6 pc. 5.00 30.00
 ½" Ø Female Threaded Tee 6 pc. 11.00 66.00
3"Ø PVC pipe 4 pc. 382.00 1,528.00
4"Ø PVC pipes 10 lgth 562.00 5,620.00
4"Ø PVC tee wye 6 pc. 109.00 654.00
4"Ø Clean out 6 pc. 48.00 288.00
4"Ø P trap 6 pc. 151.00 906.00
4"Ø 90° Bend 4 pc. 55.00 220.00
1/2 '' PPR 4 lgth 360.00 1,440.00
Solvent (Medium) 3 qrts 105.95 317.85
Water Closet (HCG) 6 set 5,795.00 34,770.00
Floor Drain Cover 6 pc. 39.75 238.50
Faucet (brass) 6 pc. 289.95 1,739.70
Gate Valve 1 pc. 277.00 277.00
Check Valve 1 pc. 279.00 279.00
Tiplon tape (3/4) 5 rolls 18.00 90.00
Vulca Seal 2 quarts 302.00 604.00
Septic vault
4" x 8" x 16" CHB (NLB) 300 blks. 8.50 2,550.00
Cement 19 bg. 195.00 3,705.00
Wash Sand 2 cu.m 300.00 600.00
10 mm Ø x 6m 13 pc. 326.00 4,238.00
# 16 G.I. wire 2.00 kg. 68.00 136.00
Catch Basin
4" x 8" x 16" CHB (NLB) 21 blks. 8.50 178.50
Cement 1 bg. 195.00 195.00
Wash Sand 0.45 cu.m 300.00 135.00
8mm Ø x 6m 1 pc. 73.00 73.00
# 16 G.I. wire 0.25 kg. 68.00 17.00
Subtotal 13.0 > > > 62,090.55

14.0 MISCELLANEOUS WORKS

B. Balcony Railings Railings -
2'' x 3'' Rectangular tube (Stainless) 30 lgth 1,780.00 53,400.00
Grinding Stone 1 pc 68.00 68.00
Cutting Disk 30 pc 68.00 2,040.00
Welding Rod 20 kg 95.00 1,900.00
Subtotal 14.0 > > > 57,408.00

TOTAL MATERIAL COST 2,474,715.50

TOTAL LABOR COST 1,120,726.42
TOTAL PROJECT COST 3,595,441.92
OCM 359,544.19
C.P 359,544.19
VAT 215,726.52
GRAND TOTAL PROJECT COST 4,530,256.82

Civil Engineer
Labor Cost

14,971.70

256,500.00

271
390
470
5

153,336.15

25

76,916.25

56,028.15

125,246.25

242,113.50

17,280.00

23,422.50 #REF!
42,714.45

30,005.33

28,417.80
 catch basin
1.68

27,940.75 #REF!

25,833.60 25,833.60

#REF!
 Republic of the Philippines
PROVINCE OF MISAMIS ORIENTAL
IMPROVEMENT OF PARMBUGAS COVERED COURT(FLOORING)

UNIT PRICE ANALYSIS

qty/unit : 64.61
output/day : 5
days:

ITEM NO : 1
Scope of Earthworks
Works :
Description LENGTH (m) WIDTH (m) DEPTH (m) No. VOLUME (m3)
F1 1.5 1.5 1.3 3 8.78
F2 1.8 1.8 1.3 9 37.91
F3 0.8 0.8 1.3 3 2.50
Description LENGTH (m) WIDTH (m) DEPTH (m) PERIMETER (m) VOLUME (m3)
TB1 0.4 0.2 0.4 73 2.34
Description LENGTH (m) WIDTH (m) DEPTH (m) No. VOLUME (m3)
S.V 4.1 1.6 1.7 1 11.15
Description LENGTH (m) WIDTH (m) DEPTH (m) No. VOLUME (m3)
C.B 0.7 0.7 0.6 3 0.88
Description LENGTH (m) WIDTH (m) DEPTH (m) No. VOLUME (m3)
Stairs.Foundation 1.2 0.8 1.1 1 1.06

TOTAL VOLUME : 64.61

A. MATERIALS

Description Unit Quantity Unit rate Amount (P)

Total For Materials ₱ -

B. LABOR

Designation No. of men No. of Days Unit rate Amount (P)

Foreman 1 9.00 ₱ 1,000.00 ₱ 9,000.00

SKILLED 1 9.00 ₱ 450.00 ₱ 4,050.00
LABORER 5 9.00 ₱ 350.00 ₱ 15,750.00
Total of Labor ₱ 28,800.00

D. TOTAL DIRECT COST (A+B+C) ₱ 28,800.00

E. DIRECT UNIT COST (D/Qty) /cu.m. ₱ 445.79
STEEL REINFORCEMENT CLICK DROPDOWN LIST ON ORANGE CELL
Enter Value On yellow Cell summary
light blue value on reference 10 233 257
12
F1 length 1.5 m C1 length 0.4 16 109 120
width 1.5 m width 0.4
Heigth 0.3 m height 9 from top surface of footing
UNIT 3 UNIT 12
F2 length 1.8 m C2 length 0.25
width 1.8 m width 0.25
Heigth 0.3 m height 9 from top surface of footing
UNIT 9 UNIT 3
F3 length 0.7 m
width 0.7 m
Heigth 0.3 m
UNIT 3

W.F T.B
perimeter 1 TB1
height 1 a Length 5 d Length
width 1 Width 0.3 Width 0
Depth 0.3 Depth 0
b Length 6 e Length
Width 0.3 Width 0
Depth 0.3 Depth 0
c Length f Length
Width 0 Width 0
Depth 0 Depth 0
SLAB
2nd Floor
S1 length Width s12 length Width
5 5 2 1.35
s2 length Width S13 length Width
5 5 2.5 1.35
s3 length Width s14 length Width
6 5 5 1.35
s4 length Width s15 length Width
5 5 6 1.35
s5 length Width s16 length Width
5 5 1.35 1.2
s6 length Width
6 5
s7 length Width
5 1.35
s8 length Width
5 1.35
s9 length Width
6 1.35
s10 length Width
5 2
s11 length Width
5 2

BEAM
2nd Floor
ATB-L
CTB
ATB-R
 FOUNDATION

FOOTING WALL FOOTING

NO.OF DISTRIBUTION 12
F1
A CUT LENGTH 1.5 m BUILDING DIMENSION LENGTH WIDTH
B NO.OF DISTRIBUTION-FOOTING 12 pcs 20.5 10.5
C NO.OF FOOTING 3 Footings PERIMETER 1m
D STANDARD LENGTH OF DRB 6m

1 No.of cut per length of DRB A NO.OF DISTRIBUTION AT PERIMETER 3m

(D/A) unit B STANDARD LENGTH OF DRB 6m
4 pc C PERIMETER/ B 1 length
2 total no.of Cut D TOTAL LENGTH (C X A ) 3 length
(B x C ) unit
36 pcs
3 Devide 2 To 1
(2/1) unit
9 length 16 mm x 6 m long DRB

NO.OF DISTRIBUTION 16
F2
A CUT LENGTH 1.8 m
B NO.OF DISTRIBUTION-FOOTING 16 pcs
C NO.OF FOOTING 9 Footings
D STANDARD LENGTH OF DRB 6m

1 No.of cut per length of DRB

(D/A) unit
3 pc
2 total no.of Cut
(B x C ) unit
144 pcs
3 Devide 2 To 1
(2/1) unit
48 length 16 mm x 6 m long DRB

NO.OF DISTRIBUTION 8
F3
A CUT LENGTH 0.7 m
B NO.OF DISTRIBUTION-FOOTING 8 pcs
C NO.OF FOOTING 3 Footings
D STANDARD LENGTH OF DRB 6m

1 No.of cut per length of DRB

(D/A) unit
8 pc
2 total no.of Cut
(B x C ) unit
24 pcs
3 Devide 2 To 1
(2/1) unit
3 length 16 mm x 6 m long DRB

CONCRETE
COLUMN STIRRUPS
C1 C1
Determining Cut length: clear concrete cover. 45 mm
Height of Column from top surface of footing 9 m 1 No.of cut per length of DRB
half of the depth of Footing 0.15 m SIDE A 40 cm (D/A) unit
Length of bending Standard 0.2 m SIDE B 40 cm 3 pc
Total length of Cut: 9.35 m determining Cut length: 2 total no.of Cut
FORMULA [(SIDE A + SIDE B) x 2 )] 1.6 m (B x C ) unit
A CUT LENGTH 9.35 m 660 pcs
B NO.OF DISTRIBUTION/COLUMN 4 pcs 5 pcs 50 mm spacing 3 Devide 2 To 1
C NO.OF COLUMN 12 columns 10 pcs 100 mm spacing (2/1) unit
D STANDARD LENGTH OF DRB 12 m Rest 200 mm spacing 220 length 10 mm x 6 m long DRB

1 No.of cut per length of DRB I. Total length of 50 mm and 100 mm 1250 mm
(D/A) unit II. Heigth of Column: 9000 mm
1.0 pc III. B-A 7750 mm
2 total no.of Cut IV the rest for 200 mm spacing 40 pcs
(B x C ) unit V Total no. of Stiirups/ Column 55 pcs.
48 pcs A CUT LENGTH 1.6 m
3 Devide 2 To 1 B NO.OF DISTRIBUTION/COLUMN 55 pcs
(2/1) unit C NO.OF COLUMN 12 columns
48 length 16 mm x 6 m long DRB D STANDARD LENGTH OF DRB 6m

C2
Determining Cut length: STIRRUPS
Height of Column from top surface of footing 3 m C2
half of the depth of Footing 0.15 m clear concrete cover. 45 mm
Length of bending Standard 0.2 m 1 No.of cut per length of DRB
Total length of Cut: 3.35 m SIDE A 25 cm (D/A) unit
SIDE B 25 cm 6 pc
A CUT LENGTH 3.35 m determining Cut length: 2 total no.of Cut
B NO.OF DISTRIBUTION/COLUMN 4 pcs FORMULA [(SIDE A + SIDE B) x 2 )] 1m (B x C ) unit
C NO.OF COLUMN 3 columns 75 pcs
D STANDARD LENGTH OF DRB 12 m 5 pcs 50 mm spacing 3 Devide 2 To 1
10 pcs 100 mm spacing (2/1) unit
1 No.of cut per length of DRB Rest 200 mm spacing 13 length 10 mm x 6 m long DRB
(D/A) unit
3.0 pc I. Total length of 50 mm and 100 mm 1250 mm
2 total no.of Cut II. Heigth of Column: 3000 mm
(B x C ) unit III. B-A 1750 mm
12 pcs IV the rest for 200 mm spacing 10 pcs
3 Devide 2 To 1 V Total no. of Stiirups/ Column 25 pcs.
(2/1) unit A CUT LENGTH 1m
4 length 16 mm x 6 m long DRB B NO.OF DISTRIBUTION/COLUMN 25 pcs
C NO.OF COLUMN 3 columns
D STANDARD LENGTH OF DRB 6m
 TIE BEAM

B1 C1
Top bars 2 A 0.4
bottom bar 2 b 0.4
length
A B C D E
L1 5 5 5 5 5

L2 5 5 5 5 5
L3 6 6 6 6 6
L4 2 2 2 2 1.2
19.6 19.6 19.6 19.6 18.8
STEEL REINFORCEMENT

A LENGTH 97.2 m
B NO.OF DISTRIBUTION-BEAM (TOP) 2 pcs
C NO.OF DISTRIBUTION-BEAM (BOT) 2 pcs
D STANDARD LENGTH OF DRB 6m
E TOTAL LENGTH 388.8 m
F NO.OF LENGTH 65 length' 16 mm x 6 m long DRB
TIE BEAM DIMENSION
A 0.25
B 0.2
 BEAM REINFORCEMENT
Column:
C1
A 0.4
b 0.4

HORIZONTAL VERTICAL
A
1 B3 B3 B3 B3 END
2.5 5 6 1.2 14.7 m N/A
2 B1 B1 B1 B2 B1
5 5 6 2 18 m 5
3 B1 B1 B1 B2 B1
5 5 6 2 18 m 5
4 B1 B1 B1 B2 B2
5 5 6 2 18 m 1.35
B3 B3 B3 B3 11.35
5 5 6 2 18 m

STEEL REINFORCEMENT
B3
A LENGTH 51.315 m
B NO.OF DISTRIBUTION-BEAM (TOP) 2 pcs
C NO.OF DISTRIBUTION-BEAM (BOT) 3 pcs
D STANDARD LENGTH OF DRB 6m
E TOTAL LENGTH 159.945 m
F NO.OF LENGTH 27 length' 16 mm x 6 m long DRB
B2
A LENGTH 22.165 m
B NO.OF DISTRIBUTION-BEAM (TOP) 4 pcs
C NO.OF DISTRIBUTION-BEAM (BOT) 2 pcs
D STANDARD LENGTH OF DRB 6m
E TOTAL LENGTH 52.33 m
F NO.OF LENGTH 9 length' 16 mm x 6 m long DRB
B1
A LENGTH 96.8 m
B NO.OF DISTRIBUTION-BEAM (TOP) 2 pcs
C NO.OF DISTRIBUTION-BEAM (BOT) 3 pcs
D STANDARD LENGTH OF DRB 6m
E TOTAL LENGTH 296.4 m
F NO.OF LENGTH 50 length' 16 mm x 6 m long DRB
 B3 B1 B1 B1 B3 B3 B3
A B C D E F G
L1 5 5 5 5 5 1.35 1.35

L2 5 5 5 5 5 5 5
L3 6 6 6 6 6 5 5
L4 2 2 2 2 1.2 1.35 1.35
19.6 19.6 19.6 19.6 18.8 14.3 14.3
STEEL REINFORCEMENT

A LENGTH 154.4 m
B NO.OF DISTRIBUTION-BEAM (TOP) 0 pcs
C NO.OF DISTRIBUTION-BEAM (BOT) 0 pcs
D STANDARD LENGTH OF DRB 6m
E TOTAL LENGTH 0m
F NO.OF LENGTH 0 length'
 B C D E
B2 B2 B2 B2 B3 END
1.35 1.35 1.35 1.35 1.35 N/A
B1 B1 B1 B1 END B3
N/Z 5 5 5 N/A 5
B1 B1 B1 B1 END B3
N/A 5 5 5 N/A 5
B2 B2 B2 B2 END B3
N/A 1.35 1.35 1.35 N/A 1.35
1.35 12.7 12.7 12.7 1.35 11.35

mm x 6 m long DRB

mm x 6 m long DRB

mm x 6 m long DRB
B3 B3
H I
1.35 1.35

5 5
5 5
1.35 1.35
14.3 14.3
SLAB REINFORCEMENT

TYPE OF REINFORCEMENT TWO WAY

SLAB SPACING OF REINFORCEMENT IN MM
CODE THICK BAR SIZE BOTTOM BARS TOP BARS
MM LBB UBB UTB LTB
12 0.2 0.2 0.2 0.2
SLAB 1
LONG SPAN SHORT SPAN
5 5

LS 5m
SS 5m
B 0.2 m
AT LONG SPAN CUT BARS (L/4 X 2 )
CUT LENGTH ( LS + B ) 5.4 m a 1.25
TOTAL NO. OF CUT 26 PCS b 1.25
TOTAL LENGTH 140.4 SS NO.OF CUT 25
STANDARD LENGTH DRB 6m LS NO.OF CUT 25
NO. OF LENGTH 24 le TOTAL LENGTH 62.5
AT SHORT SPAN NO.OF LENGTH 11
CUT LENGTH ( LS + B ) 5.4 m
TOTAL NO. OF CUT 26 PCS
TOTAL LENGTH 140.4
STANDARD LENGTH DRB 6m
NO. OF LENGTH 24 le

S-1
no.of slab 6 Units
12 mm DRB 390 12 mm DRB

ONE WAY
S-2
A CUT LENGTH SPACING NO.OF CUT LNM LENGTH
S1 2.5 2.9 0.2 8 23.2 4
S2 5 5 0.2 8 40 7
S3 6 6 0.2 8 48 8
S4 1.2 1.2 0.2 8 9.6 2
S5 5 5 0.2 11 55 10
S6 5 5 0.2 11 55 10
S7 2 2 0.2 8 16 3
S8 6 6 0.2 8 48 8
S9 5 5 0.2 8 40 7
S10 5 5 0.2 8 40 7
66
Material 156 10 mm DRB

GROUND FLOOR SLAB

SPACING 0.6 m
A 13.75 m
B 18.9 m
No.of length 57 10 mm DRB
L/4 X 2 )
m
m
PCS
PCS
m
le

B CUT LENGTSPACING NO.OF CUT LNM LENGTH

1.35 1.35 0.2 14 18.9 4
1.35 1.35 0.2 26 35.1 6
1.35 1.75 0.2 31 54.25 10
1.35 1.75 0.2 7 12.25 3
2 2.4 0.2 26 62.4 11
2 2.4 0.2 26 62.4 11
1.35 1.75 0.2 11 19.25 4
1.35 1.75 0.2 31 54.25 10
1.35 1.75 0.2 26 45.5 8
1.35 1.75 0.2 26 45.5 8
10 mm DRB 75 10 mm DRB
 ROOF BEAM
span
Rb1 18 m
Rb2 18 m
Rb3 18 m
total 54 m 4 x 6 x 4 rec tube
no.of length 9
TRUSSES
length unit Total lnm
top chord 12.33 4 49.32
bottom chord 10 4 40

MATERIAL
15 length 2'' X 4'' X 4 MM RECTUBE summary
2'' X 4'' X 4 MM RECTUBE
Web Members DIAGONALS 2'' X 4'' X 4 MM RECTUBE
a1 1.1 m a1 1.5 m 2'' X 4'' X 4 mm RECTUBE
a2 1.05 m a2 1.5 m 4 x 6 x 4 rec tube
a3 1m a3 1.4 m
a4 0.9 m a4 1.4 m
a5 0.8 m a5 1.3 m
a6 0.7 m a6 1.3 m
a7 0.6 m a7 1.2 m
a8 0.5 m a8 1.2 m
a9 0.4 m a9 1m
a10 0.35 m a10 1m
a11 0.3 m UNIT 4
unit 4 unit TOTAL 52 m
TOTAL 31 m

MATERIAL
14 length 2'' X 4'' X 4 MM RECTUBE

C-PURLINS
TOP CHORD SPAN 12.33
SAPCING 0.6 m
SPAN 18 m
TOTAL LENGTH 65 LENGTH

MATERIAL
65 length 2'' X 4'' X 4 mm RECTUBE

sum 94
 original 10%
4 MM RECTUBE 15 17
4 MM RECTUBE 14 16
4 mm RECTUBE 65 72
ec tube 9 10
STEEL COLUMN
SC1 9
LENGTH 2.85
NO.OF LENGTH 25.65 m
Length 5 le

BASE PLATE 9 Pcs

STAIRS REINFORCEMENT

STAIR 1 2.121 cu.m

Ground Floor
WIDTH 1.2
LLENGTH 3.47 LANDING APRROACH
BOTTOM BAR 16 mm DRB TOP BARS TOP BARS
Spacing 0.15 Spacing 0.15 Spacing
no.of Cut 9 pcs no.of Cut 9 pcs no.of Cut
Cut length 6m Cut length 3m Cut length
Total lnm 54 m Total lnm 27 m Total lnm
no.of length 9 length no.of length 5 length no.of length
2Nd Floor 6 length
WIDTH 1.2
LLENGTH 2.4
BOTTOM BAR 16 mm DRB SUMMARY
Spacing 0.15 16 MM DRB
no.of Cut 9 pcs 10 MM DRB
Cut length 5m
Total lnm 45 m
no.of length 8 length
TOTAL NO. OF 16 MM DRB 33 LENGTH
RISER
rise 0.25
run 0.2
cut length 0.65 m
no.of cut/step 5 pcs
Total No. Steps 16
No.of Cut 80 pcs
No.of length 9 length
TOTAL NO. OF 10 MM DRB 9 LENGTH
STAIR 2 2.121 cu.m
Ground Floor
WIDTH 1.2
LLENGTH 3.47 LANDING APRROACH
BOTTOM BAR 16 mm DRB TOP BARS TOP BARS
Spacing 0.15 Spacing 0.15 Spacing
no.of Cut 9 pcs no.of Cut 17 pcs no.of Cut
Cut length 6m Cut length 3m Cut length
Total lnm 54 m Total lnm 51 m Total lnm
no.of length 9 length no.of length 9 length no.of length
2Nd Floor 11 length
WIDTH 1.2
LLENGTH 2.4
BOTTOM BAR 16 mm DRB
Spacing 0.15
no.of Cut 9 pcs
Cut length 5m
Total lnm 45 m
no.of length 8 length
TOTAL NO. OF 16 MM DRB 46 LENGTH
RISER
rise 0.25
run 0.2
cut length 0.65 m
no.of cut/step 5 pcs
Total No. Steps 16 steps
No.of Cut 80 pcs
No.of length 9 length
TOTAL NO. OF 10 MM DRB 9 LENGTH
APRROACH END
TOP BARS
0.15 Spacing 0.15
9 pcs no.of Cut 9 pcs
3m Cut length 3m
27 m Total lnm 27 m
no.of length 5 length no.of length 5 length

SUMMARY
16 MM DRB 87 Length
10 MM DRB 20 Length

APRROACH END
TOP BARS
0.15 Spacing 0.15
17 pcs no.of Cut 17 pcs
3m Cut length 3m
51 m Total lnm 51 m
no.of length 9 length no.of length 9 length
Footing 11.214 cu.m
TIE BEAM 4.4 cu.m
COLUMN 12 cu.m

STAIRS
Foundation 0.96 cu.m
Stairs 4.242 cu.m
2nd Floor Beam 17.273 cu.m
GROUND FLOOR SLAB 25.965 cu.m
2nd FLOOR SLAB 25.965 cu.m
TOTAL VOLUME : 102.019 cu.m
10% contingency 112.2209 cu.m
 3.432
6.192
0.76875
10.39275
 Republic of the Philippines
PROVINCE OF MISAMIS ORIENTAL
IMPROVEMENT OF PARMBUGAS COVERED COURT(FLOORING)
PARMBUGAS CLAVERIA MISAMIS ORIENTAL

UNIT PRICE ANALYSIS

PAY ITEM NO: 1046(2).a2 QUANTITY/UNIT: 32.60 sq.m.

DESCRIPTION: 150MM CHB NON LOAD BEARING OUTPUT/DAY: 4.66 sq.m. / day
DURATION: 7.00 Day/s

AREA WALL 6" CHB = [(30.6 m)+(1 m)+(1m)]x(0.80 m)+(32.6 m)(0.20 m)

= 32.60 sq.m.

Total Area = 32.60 sq.m.

A. MATERIALS

Description Unit Quantity Unit rate Amount (P)

6" CHB pcs 425 ₱ 28.00 ₱ 11,900.00
Portland Cement bags 43 Err:509 Err:509
Fine Sand cu.m. 1 ₱ 2,789.00 ₱ 2,789.00
Washed sand cu.m. 3 ₱ 2,914.00 ₱ 8,742.00
10mm Ø DRB lgth 26 Err:509 Err:509
Tie Wire #16 kgs 3 Err:509 Err:509
Total For Materials Err:509

B. LABOR

Designation No. of men No. of days Unit rate Amount (P)

Foreman 1 7.0 ₱ 550.00 ₱ 3,850.00
Skilled Laborer 2 7.0 ₱ 450.00 ₱ 6,300.00
Laborer 2 7.0 ₱ 350.00 ₱ 4,900.00
Total For Labor ₱ 15,050.00

C. EQUIPMENT

Name and Capacity Quantity No. of days Unit Rate Amount (P)

Total For Equipment ₱ -

D. TOTAL DIRECT COST (A+B+C) Err:509

E. DIRECT UNIT COST (D/Qty) /sq.m. Err:509
 Republic of the Philippines
PROVINCE OF MISAMIS ORIENTAL
IMPROVEMENT OF PARMBUGAS COVERED COURT(FLOORING)
PARMBUGAS CLAVERIA MISAMIS ORIENTAL

UNIT PRICE ANALYSIS

PAY ITEM NO: 903(2) QUANTITY/UNIT: 10.08 sq.m

DESCRIPTION: FORMWORKS AND FALSEWORKS OUTPUT/DAY: 3.36 sq.m/day
DURATION: 3 days
A. Solving for the Plywood form
1. lateral perimeter of one column using the formula:
P= 2(a + b) + 0.20
P= 2(0.25 + 0.25 ) + 0.20
P= 0.70 m
2. Multiplying ''P'' by the Column Height and the number of column to find the total area of the forms
Area = (0.70 x 0.60 x 24 columns )
A= 10.080 Square Meter
3. Divide Area by 2.88, the area of one plywood form to get the number of plywood required.
No.of Plywood : 4 pieces
B. For the 2'' x 2'' wood frame with Aid of Table 5-1
1 . Refer table 5-1, For 2 x 2 frame under (1/4 '' ) or 6mm thk., Multiply the number of plywood found by 29.67
4 Plywood x 29.67 118.68 board foot.
No.of wood in pcs. 36 pieces 2'' x 2'' x 10 '

A. MATERIALS

Description Unit Quantity Unit rate Amount (P)

1/4 '' thk. Plywood pcs. 4 515 ₱ 2,060.00
2'' x 2'' x 10 ' lumber pcs. 36 50 ₱ 1,780.20
CWN # 2'' kg 3 95 ₱ 285.00
CWN # 3'' kg 3 95 ₱ 285.00
Total For Materials ₱ 4,410.20

B. LABOR

Designation No. of men No. of days Unit rate Amount (P)

Foreman 1 3.00 ₱ 550.00 ₱ 1,650.00
Laborer 3 3.00 ₱ 450.00 ₱ 4,050.00
Total of Labor ₱ 5,700.00

C. EQUIPMENT

Name and Capacity Quantity No. of days Unit Rate Amount (P)

Total for Equipment ₱ -

D. TOTAL DIRECT COST (A+B+C) ₱ 10,110.20

E. DIRECT UNIT COST (D/Qty) /cu.m. ₱ 1,003.00
 Republic of the Philippines
PROVINCE OF MISAMIS ORIENTAL
IMPROVEMENT OF PARMBUGAS COVERED COURT(FLOORING)
PARMBUGAS CLAVERIA MISAMIS ORIENTAL

UNIT PRICE ANALYSIS

PAY ITEM NO: 403 QUANTITY/UNIT: 1,711.24 kgs

DESCRIPTION: STRUCTURAL STEEL OUTPUT/DAY: 69.85 kgs/day
DURATION: 24.50 Days

2" x 2" x 1/4" Angle Bar = (4.50m)(2)(2)(3) + (6.30m)(2)(3) + (1.20m)(2)(3)

(Top Chord, Bottom Chord and Kingpost) = 23 lgth
1-1/2" x 1-1/2" x 3/16" Angle Bar = (0.90m)(2)(2)(3) + (0.59m)(2)(2)(3) + (0.29m)(2)(2)(3) +
(Web Member) (1.20m)(2)(2)(3) + (0.99m)(2)(2)(3) + (0.85m)(2)(2)(3)
= 14 lgth
2" x 4" x 1.5mm C-Purlins = (12.40m)(8)(2)
(Top Chord, Bottom Chord and Kingpost) = 40 lgth
12mm Plain Bar = (4.50m)(2)(4) + (7.25m)(8)
(Sag Rod and Cross Bracing) = 20 lgth

A. MATERIALS

Description Unit Quantity Unit rate Amount (P)

2" x 2" x 1/4" Angle Bar 683.1 lgth 23 ₱ 1,702.00 ₱ 39,146.00
1-1/2" x 1-1/2" x 3/16" Angle Bar 225.54 lgth 14 ₱ 1,133.00 ₱ 15,862.00
2" x 4" x 1.5mm C-Purlins 696.00 lgth 40 ₱ 1,197.00 ₱ 47,880.00
12mm Plain Bar 106.6 lgth 20 ₱ 390.00 ₱ 7,800.00
12mm Turnbuckle pcs 8 ₱ 250.00 ₱ 2,000.00
Welding Rod kg 18 ₱ 101.00 ₱ 1,818.00
Cutting Disk pcs 9 ₱ 64.00 ₱ 576.00
Red Lead gal 1 ₱ 774.00 ₱ 774.00
Paint Brush #4 pcs 2 ₱ 94.00 ₱ 188.00
Paint Thinner bot 2 ₱ 45.00 ₱ 90.00
Total Kgs. = 1711.24
Total For Materials ₱ 116,134.00

B. LABOR

Designation No. of men No. of days Unit rate Amount (P)

Skilled Laborer 2 24.50 ₱ 450.00 ₱ 22,050.00
Laborer 2 24.50 ₱ 350.00 ₱ 17,150.00
Total For Labor ₱ 39,200.00

C. EQUIPMENT

Name and Capacity Quantity No. of days Unit Rate Amount (P)

Total for Equipment ₱ -

D. TOTAL DIRECT COST (A+B+C) ₱ 155,334.00

E. DIRECT UNIT COST (D/Qty) /kg ₱ 90.77
 1 1.5 5
12 9 2
6 10 20 5 6 6 7
2 2 1 3 2 2 2

2.5
40
1 1.5
8 12

welding machine
13 17784
0.3375411 11.5
 Republic of the Philippines
PROVINCE OF MISAMIS ORIENTAL
COMPLETION OF EARTHQUAKE PROOF BALAY TULUGAN AT DARUCA POBLACION
BARANGAY POBLACION, CLAVERIA, MISAMIS ORIENTAL

UNIT PRICE ANALYSIS

PAY ITEM NO: 1014 QUANTITY/UNIT: 115.32 sq.m.

DESCRIPTION: PRE-PAINTED METAL SHEETS OUTPUT/DAY: 9.61 sq.m. / day
DURATION: 12 Days

Area = (4.65m)(12.40m)(2)
115.32 sq.m.

A. MATERIAL

Description Unit Quantity Unit rate Amount (P)

0.44mm Longspan Rib Type Color Roof lm 116 ₱ 508.00 ₱ 58,928.00
0.44mm x 0.407m x 2.44m Pre-painted Ridge Roll pcs 6 ₱ 658.00 ₱ 3,948.00
2-1/2" Teckscrew w/ Rubber pcs 800 ₱ 4.00 ₱ 3,200.00
Diamond Cutting Disc pcs 1 ₱ 500.00 ₱ 500.00
Vulca Seal gal 1 ₱ 813.00 ₱ 813.00
Total For Materials ₱ 67,389.00

B. LABOR

Designation No. of men No. of days Unit rate Amount (P)

Skilled Laborer 1 12.00 ₱ 450.00 ₱ 5,400.00
Laborer 2 12.00 ₱ 350.00 ₱ 8,400.00
Total For Labor ₱ 13,800.00

C. EQUIPMENT

Name and Capacity Quantity No. of days Unit Rate Amount (P)

Total For Equipment ₱ -

D. TOTAL DIRECT COST (A+B+C) ₱ 81,189.00

E. DIRECT UNIT COST (D/QTY.) /sq.m. ₱ 704.03