PROJECT NAME: CSSP: Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities to support Social Services - Construction of Multi-

Purpose Building, Barangay Bahay, Libmanan, Camarines Sur

LOCATION: Libmanan, Camarines Sur

QUANTITY TAKE-OFF

VOLUME III

PART I - FACILITIES FOR THE ENGINEER

A.1.1(6) Provision of Combined Field Office, Laboratory and Living Quarters Building for the Engineer (Rental Basis)
Estimated Duration = 10.00 month

PART II - OTHER GENERAL REQUIREMENTS

B.3 Permits and Clearances

Estimated Quantity = 1.00 L.S.

B.5 Project Billboard/Signboard

Estimated Quantity = 1.00 each

B.7(1) Occupational Safety and Health Program

Estimated Duration = 10.00 month

B.9 Mobilization/Demobilization
Estimated Quantity = 1.00 L.S.

PART III - CIVIL, MECHANICAL, ELECTRICAL AND SANITARY/PLUMBING WORKS

PART III-A. EARTHWORK

801(1) Removal of Structures and Obstructions

Estimated Quantity = 1.00 L.S.

802(1) Unsuitable Excavation

width length depth no. volume
Isolated Footing CF-1 2.50 2.50 2.60 17 276.25
CF-2 1.20 1.20 2.10 5 15.12
Footing Tie Beam FTB-1 0.20 34.60 0.60 2 8.30
FTB-2 0.20 23.00 0.60 2 5.52
Wall Footing WF-1 0.55 41.80 0.60 1 13.79
WF-2 0.30 14.50 0.60 1 2.61
WF-3 0.30 1.25 0.60 2 0.45
WF-4 0.30 60.00 0.70 2 25.20
Strip Footing (Bleachers) SF-1 0.30 28.00 0.60 2 10.08
SF-2 0.30 1.70 0.60 4 1.22
Stair Footing (Stage) SF-3 0.30 1.80 0.575 2 0.62
SF-4 0.30 1.20 0.575 4 0.83
Slab-on-Fill SOF 23.00 39.00 0.10 1 89.70
Estimated Volume = 449.70 cu.m
say : 450.00 cu.m

804(1)b Embankment (from Borrow)

width length depth no. volume
Bleachers B-1 1.00 28.00 0.30 2 16.80
B-2 0.60 28.00 0.70 2 23.52
Stairs (Stage) S-1 0.54 2 1.08
Stage S-2 4.30 7.00 0.70 1 21.07
Slab-on-Fill SOF 23.00 39.00 0.40 1 358.80
Estimated Volume = 421.27 cu.m
say : 421.50 cu.m

804(4) Gravel Fill

width length thickness no. volume
Isolated Footing CF-1 2.50 2.50 0.10 17 10.63
CF-2 1.20 1.20 0.10 5 0.72
Footing Tie Beam FTB-1 0.20 34.60 0.10 2 1.38
FTB-2 0.20 23.00 0.10 2 0.92
Wall Footing WF-1 0.55 41.80 0.10 1 2.30
WF-2 0.30 14.50 0.10 1 0.44
WF-3 0.30 1.25 0.10 2 0.08
WF-4 0.30 60.00 0.10 2 3.60
Strip Footing (Bleachers) SF-1 0.30 28.00 0.10 2 1.68
SF-2 0.30 1.70 0.10 4 0.20
Stair Footing (Stage) SF-3 0.30 1.80 0.075 2 0.08
SF-4 0.30 1.20 0.075 4 0.11
Stage S-1 4.30 7.00 0.10 1 3.01
Slab-on-Fill SOF 23.00 39.00 0.10 1 89.70
Estimated Volume = 114.84 cu.m
say : 115.00 cu.m

807(2) Softscape
Estimated Quantity = 1.00 L.S.
PROJECT NAME: CSSP: Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities to support Social Services - Construction of Multi-
Purpose Building, Barangay Bahay, Libmanan, Camarines Sur
LOCATION: Libmanan, Camarines Sur

QUANTITY TAKE-OFF

PART III-B. PLAIN AND REINFORCED CONCRETE WORK

Structural Concrete (Class A, 28 days)
width length depth no. volume
Isolated Footing CF-1 2.50 2.50 0.40 17 42.50
CF-2 1.20 1.20 0.25 5 1.80
Footing Tie Beam FTB-1 0.20 34.60 0.40 2 5.54
FTB-2 0.20 23.00 0.40 2 3.68
Wall Footing WF-1 0.55 41.80 0.25 1 5.75
WF-2 0.30 14.50 0.20 1 0.87
WF-3 0.30 1.25 0.20 2 0.15
WF-4 0.30 60.00 0.20 2 7.20
Strip Footing (Bleachers) SF-1 0.30 28.00 0.20 2 3.36
SF-2 0.30 1.70 0.20 4 0.41
Stair Footing (Stage) SF-3 0.30 1.80 0.20 2 0.22
SF-4 0.30 1.20 0.20 4 0.29
Column/Pedestal C-1 0.60 0.60 3.00 17 18.36
C-2 0.30 0.30 7.35 5 3.31
Bleachers BL 2.80 28.00 0.10 2 15.68
Stairs (Stage) S-1 0.30 2 0.60
Stage Flooring S-2 4.30 7.00 0.10 1 3.01
Slab-on-Fill SOF 23.00 39.00 0.10 1 89.70
Canopy C 5.00 14.30 0.10 1 7.15
TOTAL 209.56 cu.m

900(1)c1 Structural Concrete (Class A, 28 days)

Estimated Volume = 23.43 cu.m
say : 23.40 cu.m

900(1)c2 Structural Concrete, Footings and Slab on Fill (Class A, 28 days)

Estimated Volume = 155.25 cu.m
say : 155.30 cu.m

900(1)c3 Structural Concrete, Footing Tie Beams (Class A, 28 days)

Estimated Volume = 9.22 cu.m
say : 9.20 cu.m

900(1)c4 Structural Concrete, Columns (Class A, 28 days)

Estimated Volume = 21.67 cu.m
say : 21.70 cu.m

902(1)a Reinforcing Steel (Deformed, Grade 40)

pcs dia. kg/m kgs.
Isolated Footing CF-1 221 20 2.47 3,269.92
CF-2 15 16 1.58 142.04
Footing Tie Beam FTB 137 16 1.58 1,297.31
FTB ties 170 10 0.62 628.83
Wall Footing WF-1 33 12 0.89 175.78
WF-1 ties 19 10 0.62 70.28
WF-2 83 12 0.89 442.10
WF-2 ties 50 10 0.62 184.95
Strip Footing (Bleachers) SF-1 37 12 0.89 197.08
SF-1 ties 19 10 0.62 70.28
Stair Footing (Stage) SF-2 6 12 0.89 31.96
SF-2 ties 4 10 0.62 14.80
Column/Pedestal C-1 99 20 2.47 1,464.80
C-2 59 16 1.58 558.70
Col. ties 304 10 0.62 1,124.50
Bleachers BL 153 12 0.89 814.96
BL ties 123 10 0.62 454.98
Stairs (Stage) S-1 6 12 0.89 31.96
S-1 ties 8 10 0.62 29.59
Stage Flooring S-2 30 10 0.62 110.97
Slab-on-Fill SOF 827 12 0.89 4,405.07
Canopy C 69 12 0.89 367.53
Estimated Weight = 15,888.39 kgs.
say : 15,889.00 kgs.
PROJECT NAME: CSSP: Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities to support Social Services - Construction of Multi-
Purpose Building, Barangay Bahay, Libmanan, Camarines Sur
LOCATION: Libmanan, Camarines Sur

QUANTITY TAKE-OFF

903(2) Formworks and Falseworks

area
Column 166.50
Footing Tie Beam 138.24
Wall Footing 203.88
Strip Footing (Bleachers) 62.80
Stair Footing (Stage) 8.40
Bleachers 313.60
Stairs (Stage) 13.92
Stage Flooring 30.10
Floor Slab 897.00
Total Estimated Area = 1,834.44
say : 1,835.00 sq.m.

PART III-C. FINISHINGS AND OTHER CIVIL WORKS

1000(1) Soil Poisoning

Estimated Quantity = 12,000.00 Liter

1001(8) Sewer Line Works

Estimated Quantity = 1.00 L.S

1001(9) Storm Drainage and Downspout

Estimated Quantity = 1.00 L.S

1002(4) Plumbing Fixtures

Estimated Quantity = 1.00 L.S.

1002(24) Cold Water Lines

Estimated Quantity = 1.00 L.S

1003(1)e1 Ceiling, Gypsum Board (Metal Frame)

width length no. area
@ Entrance 4.40 14.50 1 63.80
@ Stage & C.R. 4.30 16.50 1 70.95
Estimated Area = 134.75 sq.m.
say : 135.00 sq.m.

1004(2) Finishing Hardware

Estimated Quantity = 1.00 L.S.

1006(6) Steel Doors and Frames

Estimated Quantity = 1.00 L.S note: for D-1, D-2 & D-3

1008(1)c Aluminum Glass Windows (Awning Type)

width height no. area
W-1 1.65 0.60 48 47.52
W-2 1.675 0.60 12 12.06
W-3 1.95 0.60 8 9.36
W-4 0.925 0.60 12 6.66
W-5 1.70 0.60 4 4.08
W-6 1.65 0.60 4 3.96
W-7 1.05 0.60 4 2.52
W-8 0.60 0.60 4 1.44
Estimated Area = 87.60 sq.m. note: for W-1 to W-8

1008(1)d Aluminum Glass Windows (Fixed Type)

width height no. area
W-9 2.00 1.60 2 6.40
Estimated Area = 6.40 sq.m. note: for W-9
PROJECT NAME: CSSP: Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities to support Social Services - Construction of Multi-
Purpose Building, Barangay Bahay, Libmanan, Camarines Sur
LOCATION: Libmanan, Camarines Sur

QUANTITY TAKE-OFF

1013(2)a1 Fabricated Metal Roofing Accessory (Ridge/Hip Rolls), Gauge 26

Estimated Length = 35.00 L.M.

1013(2)a2 Fabricated Metal Roofing Accessory (Flashings), Gauge 26

Estimated Length = 156.00 L.M.

1013(2)b1 Fabricated Metal Roofing Accessory (Gutters), Gauge 24

Estimated Length = 86.00 L.M.

1014(1)b1 Pre-painted Metal Sheets, Corrugated Type (Long Span, above 0.427mm)
width length no. area
Roof area 11.00 35.00 2 770.00
Roof area 4.30 16.50 1 70.95
Estimated Area = 840.95
say : 841.00 sq.m.

1018(1) Glazed Tiles

width/height length no. area
C.R. Wall 1.00 4.50 4 18.00
C.R. Wall 1.00 2.40 4 9.60
+ 1.38 add: 5% wastage
- 1.60 deduct: area of D-3
Estimated Area = 27.38 sq.m.
say : 28.00 sq.m.
1018(2) Unglazed Tiles
width/height length no. area
C.R. Floor 1.00 4.50 2 9.00
+ 0.45 add: 5% wastage
Estimated Area = 9.45 sq.m.
say : 10.00 sq.m.

1021(1)c Cement Floor Finish (with Floor Hardener)

width length no. area
SOF 23.00 39.00 1 897.00
Estimated Area = 897.00 sq.m.

1021(12) Floor Finishes

Estimated Quantity = 1.00 L.S.

1027(1) Cement Plaster Finish

area side area
total area for CHB 100mm thk. 13.00 2 26.00
total area for CHB 150mm thk. 1,005.00 2 2,010.00
- 229.28 deduct: Area of doors & windows x 2
Estimated Area = 1,806.72 sq.m.
say : 1,807.00 sq.m.

1032(1)a Painting Works (Masonry/Concrete)

area no. area
total area for CHB 100mm thk. 13.00 4 52.00
total area for CHB 150mm thk. 957.00 4 3,828.00
- 229.28 deduct: Area of doors & windows x 2
Estimated Area = 3,650.72 sq.m.
say : 3,651.00 sq.m.

1032(1)b Painting Works (Wood)

area side area
total area for ceiling 135.00 1 135.00
Estimated Area = 135.00 sq.m.

1038(1) Reflective Insulation

width length no. area
A-1 11.00 35.00 2 770.00
Estimated Area = 770.00 sq.m.

1046(2)a1 CHB Non Load Bearing (including Reinforcing Steel, 100mm)

width/length height no. area
Stage area 1.80 1.20 2 4.32
7.00 1.20 1 8.40
Estimated Area = 12.72 sq.m.
say : 13.00 sq.m.
PROJECT NAME: CSSP: Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities to support Social Services - Construction of Multi-
Purpose Building, Barangay Bahay, Libmanan, Camarines Sur
LOCATION: Libmanan, Camarines Sur

QUANTITY TAKE-OFF

1046(2)a2 CHB Non Load Bearing (including Reinforcing Steel, 150mm)

width/length height no. area
Exterior wall 6.025 8.40 2 101.22
Exterior wall 6.60 8.40 6 332.64
Exterior wall 5.90 8.40 2 99.12
Exterior wall 3.90 8.40 2 65.52
Exterior wall 1.00 8.40 2 16.80
Exterior wall 5.90 4.20 1 24.78
Exterior wall 2.00 4.20 2 16.80
Exterior wall 7.525 8.40 2 126.42
Exterior wall 4.30 5.20 2 44.72
Exterior wall 16.60 5.20 1 86.32
C.R. area 6.85 3.10 2 42.47
Embankment 60.00 0.40 2 48.00
Estimated Area = 1,004.81 sq.m.
say : 1,005.00 sq.m.

1047(1) Structural Steel

Structural Steel (Purlins)

PURLINS AND TOTAL LENGTH UNIT WEIGHT
CUT LENGTH PCS ITEMS TOTAL (Kg)
CHANNEL SIZE (m) /(m)
C-PURLINS A 150x50x1.8mm 35.00 22 1 770.00 3.48 2,680.56
C-PURLINS B 100x50x1.5mm 16.65 7 1 116.55 2.32 270.33
100x50x1.5mm 13.80 7 1 96.60 2.32 224.06
total : 3,174.95 kgs.

Metal Structure Accessories (Steel Plates)

THICKNESS (mm) WIDTH (mm) LENGTH (mm) PCS ITEMS TOTAL cu.m UNIT WEIGHT /cu.m TOTAL (Kg)
BASE PLATE A 20 550 550 1 17 0.1029 7849.13 807.28
BASE PLATE B 20 250 250 1 5 0.0063 7849.13 49.06

THICKNESS Total Area

PCS ITEMS TOTAL cu.m UNIT WEIGHT /cu.m TOTAL (Kg)
(mm) (mm2)
MILLED STEEL PLATE (Stiffener) 10 10343800 1 1 0.1034 7849.13 811.90
total : 1,668.24 kgs.

Metal Structure Accessories (Corbel & Fin Plates)

ARM LENGTH
THICKNESS (mm) LENGTH (m) PCS ITEMS TOTAL cu.m UNIT WEIGHT /cu.m TOTAL (Kg)
(mm)
CORBEL & FIN PLATES 6 75 42 1 1 0.0363 7849.13 284.83
(75X75X6mm ANGLE BAR) total : 284.83 kgs.

Metal Structure Accessories (Sagrods)

RSB (Ø) TOTAL LENGTH UNIT WEIGHT
CUT LENGTH PCS ITEMS TOTAL (Kg)
DIAMETER (m) /(m)
SAG ROD 12 0.60 1410 1 846 0.89 751.04
total : 751.04 kgs.

Metal Structure Accessories (Crossbracing)

RSB (Ø) TOTAL LENGTH UNIT WEIGHT
CUT LENGTH PCS ITEMS TOTAL (Kg)
DIAMETER (m) /(m)
CROSS BRACING 16 9.375 8 2 150 1.58 236.74
total : 236.74 kgs.

Metal Structure Accessories (Turnbuckle)

32.00 each

Metal Structure Accessories (Steel Grilles)

THICKNESS (mm) WIDTH (mm) LENGTH (m) PCS ITEMS TOTAL cu.m UNIT WEIGHT /cu.m TOTAL (Kg)
STEEL GRILLES 10 10 935 1 1 0.0935 7849.13 733.89
total : 733.89 kgs.

Steel Column
UNIT WEIGHT
AREA LENGTH ITEMS TOTAL cu.m TOTAL (Kg)
/cu.m
"SC-1" ( W 16 X 67) 0.0129032 102 1 1.32 7,849.13 10,330.45
"SC-2" ( W 16 X 40) 0.007612888 36 1 0.27 7,849.13 2,151.16
"SC-3" ( W 8 X 35) 0.006645148 30 1 0.20 7,849.13 1,564.76
total : 14,046.37 kgs.
Steel Beam
UNIT WEIGHT
AREA LENGTH ITEMS TOTAL cu.m TOTAL (Kg)
/cu.m
"MID-BEAM 1" (W 12 X 26) 0.004935474 102 1 0.50 7,849.13 3,951.40
"MID-BEAM 2" & "RB1" (W 10 X 22) 0.004187088 54 1 0.23 7,849.13 1,774.71
"MID-BEAM 3" & "RB2" (W 8 X 10) 0.001909674 24 1 0.05 7,849.13 359.74
"ROOF BEAM" (W 12 X 26) 0.004935474 24 1 0.12 7,849.13 929.74
"R2" (W 10 X 17) 0.003219348 24 1 0.08 7,849.13 606.46

UNIT WEIGHT
VOLUME ITEMS TOTAL cu.m TOTAL (Kg)
/cu.m
"R-1(TAPERED)" 0.080504 12 0.97 7,849.13 7,582.64

total : 15,204.69 kgs.

Metal Structure Accessories (Bolts)

BOLT (Ø)
CUT LENGTH PCS ITEMS TOTAL cu.m UNIT WEIGHT TOTAL (Kg)
DIAMETER
20mmØ x 700mm anchor bolts 20 0.70 220 1 0.0484 7,849.13 379.90
total : 379.90 kgs.

Estimated Quantity = 1.00 L.S.

PROJECT NAME: CSSP: Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities to support Social Services - Construction of Multi-
Purpose Building, Barangay Bahay, Libmanan, Camarines Sur
LOCATION: Libmanan, Camarines Sur

QUANTITY TAKE-OFF

PART III-D. ELECTRICAL

1100(10) Conduits, Boxes & Fittings (Conduit Works/Conduit Rough-in)

Estimated Quantity = 1.00 L.S

1101(33) Wires and Wiring Devices

Estimated Quantity = 1.00 L.S

1102(1) Panelboard with Main & Branch Breakers

Estimated Quantity = 1.00 L.S

1102(8) Pad Mounted Distribution Transformer (OISC) with Complete Accessories (Free Standing)
Estimated Quantity = 1.00 L.S

1103(1) Lighting Fixtures and Lamps

Estimated Quantity = 1.00 L.S

PART III-E. MECHANICAL

1200(1) Ventilating Equipment

Estimated Quantity = 1.00 L.S

1208(1) Fire Alarm System

Estimated Quantity = 1.00 L.S.

VOLUME II

PART C - EARTHWORK

100(3)a1 Individual Removal of Trees (Small, 150-300 mm dia.)

Estimated Quantity = 36.00 each

102(1) Unsuitable Excavation

for Drainage Line #1 Width = 1.20 m

Length = 27.00 m
Depth = 1.10 m
No. of set = 2 sets
Volume 1 = 71.28 cu.m

for Drainage Line #2 Width = 1.20 m

Length = 40.00 m
Depth = 1.10 m
No. of set = 2 sets
Volume 2 = 105.60 cu.m

for Drainage Line #3 Width = 1.20 m

Length = 38.00 m
Depth = 1.10 m
No. of set = 1 set
Volume 3 = 50.16 cu.m

for Drainage Line #4 Width = 1.20 m

Length = 50.00 m
Depth = 1.10 m
No. of set = 1 set
Volume 4 = 66.00 cu.m

for Driveway Section 1 Width = 3.85 m

(including Curb & Gutter area) Length = 34.00 m
Depth = 0.45 m
No. of set = 1 set
Volume 5 = 58.91 cu.m

for Driveway Section 2 Width = 3.85 m

(including Curb & Gutter area) Length = 44.00 m
Depth = 0.45 m
No. of set = 2 sets
Volume 6 = 152.46 cu.m
PROJECT NAME: CSSP: Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities to support Social Services - Construction of Multi-
Purpose Building, Barangay Bahay, Libmanan, Camarines Sur
LOCATION: Libmanan, Camarines Sur

QUANTITY TAKE-OFF

for Driveway Section 3 Width = 7.10 m

(including Curb & Gutter area) Length = 34.00 m
Depth = 0.45 m
No. of set = 1 set
Volume 7 = 108.63 cu.m

for Driveway Section 4 Width = 7.00 m

(Ramp area @ Front) Length = 7.00 m
Depth = 0.45 m
No. of set = 2 sets
Volume 8 = 44.10 cu.m

for Driveway Section 5 Width = 6.00 m

(Front parking & Driveway) Length = 26.00 m
Depth = 0.30 m
No. of set = 1 set
Volume 9 = 46.80 cu.m

Width = 4.00 m
Length = 40.00 m
Depth = 0.30 m
No. of set = 1 set
Volume 10 = 48.00 cu.m

Estimated Volume = 751.94 cu.m.

say : 752.00 cu.m.

104(2)a Embankment from Borrow (Common Soil)

Front area Width = 60.00 m

Length = 40.00 m
Depth = 0.30 m
Volume 1 = 720.00 cu.m

Back area Width = 15.00 m

Length = 40.00 m
Depth = 2.00 m
Volume 2 = 1,200.00 cu.m

Estimated Volume = 1,920.00 cu.m.

say : 1,920.00 cu.m.

105(1)a Subgrade Preparation (Common Material)

Section 1 Width = 3.35 m

Length = 34.00 m x 1 set
Area 1 = 113.90 sq.m.

Section 2 Width = 3.35 m

Length = 44.00 m x 2 sets
Area 2 = 294.80 sq.m.

Section 3 Width = 6.10 m

Length = 34.00 m x 1 set
Area 3 = 207.40 sq.m.

Section 4 Width = 6.50 m

Length = 7.00 m x 2 sets
Area 4 = 91.00 sq.m.

Section 5 Width = 6.00 m

Length = 26.00 m x 1 set
Area 5 = 156.00 sq.m.

Width = 4.00 m
Length = 40.00 m x 1 set
Area 6 = 160.00 sq.m.

Estimated Area = 1,023.10 sq.m.

say : 1,023.00 sq.m.
PART D - SUBBASE AND BASE COURSE

200(1) Aggregate Subbase Course

Section 1 Width = 3.35 m

Length = 34.00 m x 1 set
Thickness = 0.20 m
Volume 1 = 22.78 cu.m

Section 2 Width = 3.35 m

Length = 44.00 m x 2 sets
Thickness = 0.20 m
Volume 2 = 58.96 cu.m

Section 3 Width = 6.10 m

Length = 34.00 m x 1 set
Thickness = 0.20 m
Volume 3 = 41.48 cu.m

Section 4 Width = 6.50 m

Length = 7.00 m x 2 sets
Thickness = 0.20 m
Volume 4 = 18.20 cu.m

Section 5 Width = 6.00 m

Length = 26.00 m x 1 set
Thickness = 0.20 m
Volume 5 = 31.20 cu.m

Width = 4.00 m
Length = 40.00 m x 1 set
Thickness = 0.20 m
Volume 6 = 32.00 cu.m

Estimated Volume = 204.62 cu.m.

say : 204.50 cu.m.
PROJECT NAME: CSSP: Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities to support Social Services - Construction of Multi-
Purpose Building, Barangay Bahay, Libmanan, Camarines Sur
LOCATION: Libmanan, Camarines Sur

QUANTITY TAKE-OFF
PART E - SURFACE COURSES

300(2) Crushed Aggregate Surface Course

Section 1 Width = 10.35 m

Length = 40.00 m x 1 set
Thickness = 0.30 m
Volume 1 = 124.20 cu.m

Section 2 Width = 3.15 m

Length = 54.00 m x 2 sets
Thickness = 0.30 m
Volume 2 = 102.06 cu.m

Estimated Volume = 226.26 cu.m.

say : 226.50 cu.m.

311(1)c1 PCC Pavement (Unreinforced, 0.23m thk.) - 14 days

Section 1 Width = 3.35 m

Length = 34.00 m x 1 set
Area 1 = 113.90 sq.m.

Section 2 Width = 3.35 m

Length = 44.00 m x 2 sets
Area 2 = 294.80 sq.m.

Section 3 Width = 6.10 m

Length = 34.00 m x 1 set
Area 3 = 207.40 sq.m.

Section 4 Width = 6.50 m

Length = 7.00 m x 2 sets
Area 4 = 91.00 sq.m.

Section 5 Width = 6.00 m

Length = 26.00 m x 1 set
Area 5 = 156.00 sq.m.

Width = 4.00 m
Length = 40.00 m x 1 set
Area 6 = 160.00 sq.m.

Estimated Area = 1,023.10 sq.m.

say : 1,023.00 sq.m.

PART F - BRIDGE CONSTRUCTION

404(1)a Reinforcing Steel (Grade 40)

(see details in Reinforcement Schedule & Estimate)
For Single Barrel Box Culvert 1 set
Front area

Estimated Weight = 4,256.67 kgs.

4,257.00 kgs.

405(1)a3 Structural Concrete (Class A, 20.68 Mpa) - 28 days

(see details in Reinforcement Schedule & Estimate)
For Single Barrel Box Culvert 1 set
Front area

Estimated Volume = 17.87 cu.m.

say : 18.00 cu.m.

407(8) Lean Concrete, Class B (16.5 Mpa)

Width = 1.30 m
Length = 8.00 m
Thickness = 0.05 m
No. of set = 1 set
Estimated Volume = 0.52 cu.m
say : 0.50 cu.m.

PART G - DRAINAGE AND SLOPE PROTECTION STRUCTURES

500(3)b1 Lined Canal, Rectangular (Concrete)

1.20m x 1.00m
Length 1 = 54.00 L.M. (Front & Back of Building)
Length 2 = 80.00 L.M. (Side of Building)
Length 3 = 38.00 L.M. (Front Parking & Entrance / Exit)
Length 4 = 60.00 L.M. (Roadside)
Estimated Length = 232.00 L.M.

502(5) Metal Frames and Gratings, type

(for Closed Lined Canal Inlet)
Length 1 = 27.00 L.M.
Spacing = 5.00 m
No. of set = 2 sets
Estimated Quantity = 12.00 pair

Length 2 = 40.00 L.M.

Spacing = 5.00 m
No. of set = 2 sets
Estimated Quantity = 18.00 pair

Length 3 = 26.00 L.M.

Spacing = 5.00 m
No. of set = 1 set
Estimated Quantity = 6.00 pair

Length 4 = 6.00 L.M.

Spacing = 5.00 m
No. of set = 2 set
Estimated Quantity = 4.00 pair

Estimated Quantity = 40.00 pair

PROJECT NAME: CSSP: Basic Infrastructure Program (BIP) - Multi-Purpose Buildings/ Facilities to support Social Services - Construction of Multi-
Purpose Building, Barangay Bahay, Libmanan, Camarines Sur
LOCATION: Libmanan, Camarines Sur

QUANTITY TAKE-OFF

506(1) Stone Masonry

Area = 4.20 sq.m.
Length = 60.00 m
Estimated Volume = 252.00 cu.m.
say : 252.00 cu.m.

PART H - MISCELLANEOUS STRUCTURES

600(7) Curb and Gutter (Precast)

along Closed Lined Canal
Length 1 = 54.00 m (Front & Back of Building)
Length 2 = 80.00 m (Side of Building)
Length 3 = 38.00 m (Front Parking & Entrance / Exit)
Total Length = 172.00 m
Length of each Precast C & G = 1.00 m
Total Estimated Quantity = 172.00 pcs.

Prepared by: Checked by:

CHRISTINE JOY R. BADO KATHRINE CRIS D. AGOR

Engineer II Engineer II