Item Guidelines [PDF]

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Concrete Works A. Factors for computing concrete mixture Class Proportion Cement(bagSand(cu.m) Gravel(cu.m) A-A 1:2:3 9.5 0.5 0.77 A 1:2:4 9.0 0.42 0.84 B 1:2.5:5 8.5 0.43 0.86 C 1:3:6 7.5 0.44 0.88 D 1:3.5:7 6.0 0.45 0.91 Add 10% waste Factor for aggregate Masonry works A. Qty. of cement and sand for mortar and plaster mixture per cu.m Class Proportion Cement(bagSand(cu.m) A 1:2 13 0.95 B 1:3 13 1 C 1:4 9 1 Average Thickness of Plaster 16mm B. Qty. of cement and sand for CHB mortar per square meter CHB Size No./sq.m Cement(bags) Sand(cu.m) cm B C 10x20x40 12.5 0.525 0.334 0.04375 12.5 0.789 0.577 0.06407 12.5x20x40 15x20x40 12.5 1.013 0.759 0.08438 20x20x40 12.5 1.5 1.125 0.12500 Steel Reinforcement Standard weight per meter of plain and deformed round steel bars Size(mm) Wt.(kg/m) Wt.(kg/6m) 8 0.395 2.37 10 0.616 3.696 12 0.888 5.328 13 1.042 6.252 16 1.578 9.468 20 2.466 14.796 25 3.853 23.118 28 4.833 28.998 30 5.549 33.294 School DPWH Plain Cement Floor Finish/Topping Area:_____________sq.m 1. Portland Cement Area x.450 x.450 2. Sand Area x.025 x.025

bags cu.m

150mm THK(6") CHB Area:____________sq.m 1. CHB 2. Portland Cement 3. Sand

pcs bags cu.m

Area Area Area

x12.5 x0.759 x0.084

x12.5 x0.759 x0.084

Item No. 800(1) 801(1) 802(1) 803(1)a 804(1)a 804(1)b 804(4) 900(1)c1 900(1)c2 900(1)c3 900(1)c4 900(1)c4 900(1)c5 900(1)c6 900(1)c6 902(1)a1 903(2) 903(2) 1000(1) 1002(8) 1002(28) 1002(29) 1003(1) a1 1004(a) 1004(g) 1005(1) 1005(4) 1005(7) 1006(5) 1008(1) 1009(1)a 1010(1) 1010(2)a 1010(2)b 1013(2)a 1013(2)b 1014(1)a2 1014(1)b1 1016(1)a 1017(3)c3 1018(1) 1018(2) 1021(1)a 1021(3)a 1027(1) 1032(1)a 1032(1)b

Descr

Clearing and Grubbing Removal of Stuctures and obstruction Unsuitable Excavation Structure Excavation, Common Soil Embankment from Structure Excavation Embankment from Borrow Gravel Fill Structural Concrete Structural Concrete(Footing, Slab on Fil Structural Concrete(Footing Tie Beams) Structural Concrete(Columns), Class A Structural Concrete(Columns), Class A Structural Concrete(Suspended Slab) Structural Concrete(Beams/Girder & LB Structural Concrete(Beams/Girder & LB Reinforcing Steel (Deformed) Grade 40 Forms and Falseworks (For Columns) Forms and Falseworks (For Beams) Soil Poisoning Plumbing Fixtures Cold Water Lines Hot Water Lines Ceiling, 4.5mm Fiber Cement Board, Me Finishing Hardware, Lockset Finishing Hardware, Hinges Residential Casement Awning Window Window Accessories Fire Rated Fire Exit Door Aluminum Window Jalousie Windows Glass Frame (Wooden Jambs) Doors, Hollow Core Flush Type Wood Doors(Panel) Fabricated Metal Roofing Accessory, Ga Fabricated Metal Roofing Accessory, Ga Prepainted Metal Sheets(Rib Type) Sho Prepainted Metal Sheets(Rib Type) Lon Waterproofing(Cement base) Gutter Drain with Strainer Glazed Tiles and Trims Unglazed Tiles Cement Floor Finish(Plain) Floor Topping(Plain) Cement Plaster Finish Painting Works, (Masonry/Concrete) Painting Works(Wood)

4. RSB 10mmø x 6.0m 5. #16 G.I. Tie Wire

Area Area

x0.538 x.040

x1.985 x.026

kgs kgs

100mm THK(4") CHB Area:____________sq.m 1. CHB 2. Portland Cement 3. Sand 4. RSB 10mmø x 6.0m 5. #16 G.I. Tie Wire

Area Area Area Area Area

x12.5 x0.525 x0.044 x0.538 x.040

x12.5 x0.3912 x0.0313 x1.985 x.026

pcs bags cu.m kgs kgs

Plastering Area:___________sq.m 1. Portland Cement 2. Sand

Area Area

x.328 x.027

Concreting Works Volume:________cu.m 1. Portland Cement 2. Sand(S-1) 3. Gravel(G-1) 4. Good Lumber(4uses) 5. Asstd. CW Nails 6. 13mm THK Marine Plywood 7. Concrete Epoxy

Volume Volume Volume Volume Volume Volume Volume

x9.5 x.50 x1.0 x70/4 x.7 x1.6/4

x70/4 x.7 x1.6/4

bags cu.m cu.m bd.ft kgs pcs

Useful productivity outputs Earthworks Clearing and Grubbing a) Undergrowth & trees 12" diameter b) Undergrowth & Small Bushes Structure Excavation a) Common Earth b) Sand c) Clay d) Rock Embankment a) Backfilling b) Spreading Tamping and Grading Termite Control Termite Control Works a) Soil Poisoning - Cordoning b) Soil Poisoning - Drenching Formworks

136.00 sq.m/MD 272.00 sq.m/MD

1.00 cu.m/MD 5.17 cu.m/MD 4.15 cu.m/MD 2.58 cu.m/MD

8.30 cu.m/MD 14.21 cu.m/MD

20.40 sq.m/MD 34.00 sq.m/MD

1032(1)c 1038(1) 1041(1)b 1043(2) 1046(2)a1 1046(2)b 1047(8) 1100(30) 1101(42) 1102(27) 1103(1)

Painting Works(Steel) Reflective Insulation Gypsum Board for Ceilings PVC Doors and Frames CHB Non-Load Bearing(incl. RSB) 100m CHB Non-Load Bearing(incl. RSB) 150m Structural Steel Roof Framing Conduits, Boxes & Fittings Wires and Wiring Devices Power Load Center, Switchgear and Pa Lighting and Fixtures

A. Formworks Installation a) Wall on Ground b) Wall above ground c) Beams d) Columns e) Suspended Slab 1.0m up

sq.m/MD 3.4 sq.m/MD 2.86 sq.m/MD 2.18 sq.m/MD 2.86 sq.m/MD sq.m/MD 2.04 sq.m/MD

B. Formworks Fabrication

6.26 sq.m/MD

C. Stripping of Formworks a) Wall on Ground b) Wall above ground c) Beams d) Columns e) Suspended Slab 1.0m up Reinforcement a) Fabrication (Cut&Bend)

27.2 sq.m/MD 5.24 sq.m/MD 6.60 sq.m/MD 7.96 sq.m/MD

6.26 sq.m/MD

4.70

68.00 kg/MD

b) Placing Ftg & Foundations Slab on grade Columns,Beams,RC Walls Concreting Place,Finish & Cure Concrete a) Ftg. & Foundation b) Slab on grade c) Columns/beams d) RC Walls e) Structural Slabs(6") Concrete Mixing a) Manual/Hand Mixing b) One-bagger Mixing Masonry Works CHB Laying a) CHB 4" b) CHB 6"

95.74 kg/MD 95.74 kg/MD 85 kg/MD

3.32 cu.m/MD 1.89 cu.m/MD 1.02 cu.m/MD 0.94 cu.m/MD 0.88 cu.m/MD 2.415 0.41 cu.m/MD 3.81 cu.m/MD

5.10 sq.m/MD 4.25 sq.m/MD 2.605

Fabricated Materials and Hardwares Hardwares and accessories Loose Pin/Barrel Bolts Steel Windows Casement Type Awning Type

15.00 pcs/MD

1.00 set/MD 1.00 set/MD

Jalousie Windows Glass Jalousie Wood Jalousie

2.70 sq.m/MD 2.70 sq.m/MD

Wooden Doors and Windows Doors Flush Door Panel Door

1.46 sq.m/MD 1.89 sq.m/MD

Windows Casement Type Jalousie Type

1.92 sq.m/MD 1.92 sq.m/MD

Frames and Locksets Wood Door Jambs Wood Window Jambs Steel Door Jambs Steel Window Jamb Door Lockset Finishes Ceramic Tiles Glazed Tiles Unglazed Tiles Painting/Varnishing Works A. Painting Plain Cement Paint Exterior Plain Cement Paint Interior Galvanized Metal Wood Paint B. Varnishing Plain Varnish Paint Waterproofing Works Cement - Base Integral Plumbing Works Plumbing Fixtures Floor Finish Plain Cement Floor Tiles/Topping Plain Cement Floor Finish w/ color Plaster Finish Cement Plaster Finish

cost of materials x 38% = labor cost

2.24 sq.m/MD 1.56 sq.m/MD

16.73 sq.m/MD 16.73 sq.m/MD 13.94 sq.m/MD 23.05 sq.m/MD 15.78 sq.m/MD

5.00 sq.m/MD L.s L.s

9.52 sq.m/MD 4.83 sq.m/MD

9.5 sq.m/MD

ITEM GUIDELINES Description

nd Grubbing of Stuctures and obstruction e Excavation Excavation, Common Soil ment from Structure Excavation ment from Borrow

Concrete Concrete(Footing, Slab on Fill, & Vault), Class A, 28 days Concrete(Footing Tie Beams), Class A, 28 days Concrete(Columns), Class A, 28 days Concrete(Columns), Class A, 28 days w/ Formworks Concrete(Suspended Slab) Concrete(Beams/Girder & LB), Class A, 28 days Concrete(Beams/Girder & LB), Class A, 28 days w/ Formworks ng Steel (Deformed) Grade 40 d Falseworks (For Columns) d Falseworks (For Beams) ning Fixtures er Lines r Lines 5mm Fiber Cement Board, Metal Frame Hardware, Lockset Hardware, Hinges al Casement Window Accessories d Fire Exit Door Window Windows Glass ooden Jambs) ollow Core Flush Type Wood nel) d Metal Roofing Accessory, Gauge 26, Ridge/Hip Rolls d Metal Roofing Accessory, Gauge 26, Flashing d Metal Sheets(Rib Type) Short Span d Metal Sheets(Rib Type) Long Span ofing(Cement base) ain with Strainer les and Trims Tiles loor Finish(Plain) ping(Plain) laster Finish Works, (Masonry/Concrete) Works(Wood)

Unit sq.m L.s cu.m cu.m cu.m cu.m cu.m cu.m cu.m cu.m cu.m cu.m cu.m cu.m cu.m kgs sq.m sq.m liter L.s L.s L.s sq.m set pair sq.m sq.m L.S sq.m sq.m sq.m Lin.m sq.m sq.m ln.m ln.m sq.m sq.m sq.m set sq.m sq.m sq.m sq.m sq.m sq.m sq.m

Day / Worker

Hour / Worker

1.00 8.30 8.30 9.46 5.60 0.41 0.27 0.27 0.30

0.13 1.04 1.04 1.18 0.70 0.05 0.03 0.03 0.04

0.27 0.27 56.20 2.70 2.12 10.80 8.00 5.60 5.60 5.64 4.25 7.50

0.03 0.03 7.03 0.34 0.27 1.35 1.00 0.70 0.70 0.71 0.53 0.94

2.47 2.70 2.50

0.31 0.34 0.31

21.25 21.25

2.66 2.66

5.55

0.69

2.24 1.56

0.28 0.20

9.50 16.73 23.05

1.19 2.09 2.88

Works(Steel) Insulation Board for Ceilings rs and Frames -Load Bearing(incl. RSB) 100mm -Load Bearing(incl. RSB) 150mm Steel Roof Framing Boxes & Fittings d Wiring Devices ad Center, Switchgear and Panelboards nd Fixtures

sq.m sq.m sq.m set sq.m sq.m kg. ls ls ls ls

13.94 14.00

1.74 1.75

5.10

0.67

45.33 17.50 150.00 2.00 4.00

5.67 2.19 18.75 0.25 0.50

1. FOOTING TIE BEAM

Member/Structure Columns Beams

Canopy

Flr. Level

Gride Line

GF -Roof Beam FB2 FB5 FB3

Length (m)

Width (m)

6.5 3.7 1.2 2.7 2.7 2.7 29.92 33.1

1.2 1 1 1 0.6 1.5 1 1

Sets

Volume (m2)

26 24 12 46 10 2 1 1

202.80 88.80 14.40 124.20 16.20 8.10 29.92 33.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 517.52

AÑOSA COMMERCIAL BAR QUANTIFIER 6

7.5

COMMERCIAL LENGTHS (m) 9

10.5

12

15

10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm 36 mm

1319 441 506 0 0 0 0 0

42 158 54 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0.616 0.888 1.579 2.466 3.854 4.834 6.313 7.991 TOTAL

Member/Structure

Flr. Level

Gride Line

Bar Description

Bar Ø

Cut Length

# Pcs.

Sets

Total Pcs.

Ties Main Bar Ties

12 12 12 12 16 16 10 12 10

2.5 0.6 1.5 0.4 6 3 1.2 3 1

2 8 2 6 6 6 62 4 17

3 4 2 2 24 24 24 4 4

Main Bar TB Main Bar TB Main Bar BB Main Bar BB Main Bar TB Main Bar BB Main Bar TB Main Bar TB Main Bar BB Main Bar BB Main Bar TB Main Bar BB Stirrups Stirrups Stirrups

12 12 12 12 12 12 12 12 12 12 12 12 10 10 10

7.5 3 6 4.6 4.6 4.6 7.5 2 6 3.7 6.6 6.6 0.6 0.6 0.6

2 2 2 2 2 2 2 2 2 2 2 2 62 26 20

2 2 2 2 8 8 7 7 7 7 1 1 2 8 23

Main Bar TB Main Bar TB Main Bar BB Main Bar BB Main Bar TB Main Bar BB Main Bar TB Main Bar TB Main Bar BB Main Bar BB Main Bar TB Main Bar BB Stirrups Stirrups Stirrups

12 12 12 12 12 12 12 12 12 12 12 12 10 10 10

7.5 3 6 4.6 4.6 4.6 7.5 2 6 3.7 6.6 6.6 0.6 0.6 0.6

2 2 2 2 2 2 2 2 2 2 2 2 59 25 19

2 2 2 2 8 8 7 7 7 7 1 1 2 8 23

TB BB ETB ETB EBB EBB TB TB BB BB TB BB

16 16 16 16 16 16 16 16 16 16 16 16

6 6 1.5 2 2 0.75 6 3.75 6 3.75 7.5 7.5

4 4 3 3 3 3 2 2 2 2 2 2

6 6 12 12 12 6 7 7 7 7 1 1

6 32 4 12 144 144 1488 16 68 0 4 4 4 4 16 16 14 14 14 14 2 2 124 208 460 0 4 4 4 4 16 16 14 14 14 14 2 2 118 200 437 0 24 24 36 36 36 18 14 14 14 14 2 2

BAR Ø

Footing (F-2) Stiffener Footing Stair Footing Column (C-1) Column (C-1) Column Ties Stiffener Column Stiffener Column (Ties) Ground Tie Beam

Longitudinal Bars Transverse Bars Main Bar

GF-2ndF 2ndF-RL GF-RL

Foundation

12

10-11/A-B,C-D,I-J,K-L A,B,C,D,J,K,L

I 12 10,11 A,B,C,D,I,J,K,L Floor Tie Beam

12

10-11/A-B,C-D,I-J,K-L A,B,C,D,J,K,L

I 12 10,11 A,B,C,D,I,J,K,L FB-2 & FB-5 FB-2 FB-2 & FB-5 FB-2 FB-5 FB-3

FB-3

2nd Floor

10,11,12

A,B,C,D,J,K,L

I

UNIT WT.

TOTAL WEIGHT (KG.) 5,069.06 3,401.93 5,433.34 13,904.33

ETB ETB ETB Stirrups Stirrups Stirrups

16 16 16 10 10 10

1.5 2 0.75 1 1 1

3 3 3 36 28 18

9 15 7 12 23 6

TB BB ETB ETB EBB EBB TB TB BB BB TB BB ETB ETB ETB Stirrups Stirrups Stirrups

16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 10 10 10

6 6 1.5 2 2 0.75 6 3.75 6 3.75 7.5 7.5 1.5 2 0.75 1 1 1

4 4 3 3 3 3 2 2 2 2 2 2 3 3 3 36 28 18

6 6 12 12 12 6 7 7 7 7 1 1 9 15 7 12 23 6

Roof Level

Stirrups

10

1

7

19

Stair Landing

TB ETB BB EBB Stirrups

16 16 16 16 10

3.5 1.5 3.5 1.5 0.8

2 3 2 3 28

4 8 4 4 4

GF-SF

Vertical Bars Horizontal Bars Bottom Bars Bottom Bars Cross Ties Cross Ties Temp Bars Step Bars

12 10 16 16 10 10 10 10

1 1.4 3.5 2 1.4 1.4 1.4 1

10 3 10 10 11 7 28 5

2 2 2 2 2 2 2 26

Canopy

2F

Transverse Bars Temp Bars Transverse Bars Temp Bars Transverse Bars Temp Bars

12 10 12 10 12 10

1 2.8 1 3.7 1 1.2

15 3 20 3 7 3

12 12 5 5 2 2

Canopy

RF

Transvers Bars Temp Bars Transvers Bars Temp Bars Transverse Bars Temp Bars

12 10 12 10 12 10

1.75 6 1.75 6 1.75 6

53 6 63 6 28 3

4 4 2 2 1 1

Gutter

RF

Long Bars Cross Bars Long Bars Cross Bars Long Bars Cross Bars

12 10 12 10 12 10

6 1 6 1 6 1

16 38 16 42 8 18

4 4 2 2 1 1

10 10 10 10 10

6 3 1.5 6 2

6 8 16 4 4

11 11 2 2 2

10 12

1.8 2

10 4

1 1

FB-2 FB-3 FB-5 RB-2 & RB-5

Roof Level

RB-2 RB-2 & RB-5 RB-2 RB-5 RB-3

10,11,12

A,B,C,D,J,K,L

RB-3

I

RB-2 RB-3 RB-5 LB Landing Beam

Stair

Slab on Fill

Supended Slab S-1

2ndF

J-K/9-10

Temp Bars Bend Bars

27 45 21 432 644 108 0 24 24 36 36 36 18 14 14 14 14 2 2 27 45 21 432 644 108 0 133 0 8 24 8 12 112 0 20 6 20 20 22 14 56 130 0 180 36 100 15 14 6 0 212 24 126 12 28 3 0 64 152 32 84 8 18 0 66 88 32 8 8 0 10 4

Landing Slab

ETB ETB

12 12

0.6

8

1

B-D/9-10

Temp Bars Bend Bars ETB ETB ETB ETB

10 12 12 12 12 12

5.8 6 0.65 1.85 1.5 2

10 4 3 4 36 36

1 1 1 1 1 1

A-L/10-12

Temp Bars Temp Bars

10 10

6 4.5

40 40

1 1

Bend Bars

12 12

6 4.8

40 40

1 1

Temp Bars Temp Bars Bend Bars Bend Bars ETB ETB

10 10 12 12 12 12

6 3.5 6 3.5 1.2 1

60 24 24 4 39 9

1 1 1 1 1 1

Temp Bars

10 10 12 12 12 12

3.3 1.5 3.3 1.5 1.5 0.55

6 10 2 5 2 5

2 2 2 2 2 2

Bend Bars ETB

8 0 0 10 4 3 4 36 36 0 40 40 0 40 40 0 60 24 24 4 39 9 0 12 20 4 10 4 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Computation for Ties/Stirrups b h dc db

= = = =

200 300 40 10

r k x y

= = = =

40.0000 180.0000 20.0000 120.0000

r k x y

Lms Lb

= =

280.0000 212.0575

Lms Lb

L bend L extension

= =

282.7433 60.0000

L bend L extension

For 90 degree bend Lb Lh

= =

70.6858 261.3717

For 90 degree bend Lb Lh

Length of tie/stirrup

=

753.4292

Length of tie/stirrup

Hooks for Columns/Beams

b h dc db

TOTAL WEIGHT (KG.) 5,069.06 3,401.93 5,433.34 13,904.33 Commercial Length 7.5 6 6 6 6 6 6 6 6 0 7.5 6 6 6 6 6 7.5 6 6 7.5 7.5 7.5 6 6 6 0 7.5 6 6 6 6 6 7.5 6 6 7.5 7.5 7.5 6 6 6 0 6 6 6 6 6 6 6 7.5 6 7.5 7.5 7.5

6 6 6 6 6 6 0 6 6 6 6 6 6 6 7.5 6 7.5 7.5 7.5 6 6 6 6 6 6 0 6 0 7.5 6 7.5 6 7.5 0 6 6 7.5 6 6 6 6 6 0 6 6 6 7.5 6 6 0 7.5 6 7.5 6 7.5 6 0 6 6 6 6 6 6 0 6 6 6 6 6 0 7.5 6

6 0 0 6 6 6 7.5 6 6 0 6 6 0 6 6 0 6 7.5 6 7.5 6 6 0 7.5 6 7.5 6 6 7.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

= = = = = = = = = =

= =

= = =

2 4 1 1 144 72 298 8 12 0 4 2 4 4 16 16 14 5 14 7 2 2 13 21 46 0 4 2 4 4 16 16 14 5 14 7 2 2 12 20 44 0 24 24 9 12 12 3 14 7 14 7 2 2

7 15 3 72 108 18 0 24 24 9 12 12 3 14 7 14 7 2 2 7 15 3 72 108 18 0 23 0 4 6 4 3 13 0 4 2 10 7 6 4 14 22 0 30 18 17 8 3 2 0 53 24 32 12 7 3 0 64 26 32 14 8 3 0 66 44 8 8 3 0 3 2

1 0 0 10 4 1 1 9 12 0 40 40 0 40 40 0 60 12 24 2 8 2 0 6 5 2 3 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

200 250 40 10 40.0000 180.0000 20.0000 70.0000 180.0000 212.0575

282.7433 60.0000

106.0288 332.0575 724.1150

1. C- Purlins 1.2mm x 50 x 100 x 6m Description Length(m) 28.7 31.7 19.7 6 10.7 3

Pcs. 6 5 3 3 9 2

TOTAL PCS.

2. Carrying Channel 0.8 x 5m Description

Length(m) 3.8 3.4 2.2 1.3 2.8 4.8 1.8

Pcs. 106 6 6 62 20 10 14

TOTAL PCS.

3. Ceiling Joist Double Furring 20 x 50 x 5m Description Length(m) 2.8 1.3

Pcs. 314 48

TOTAL PCS.

4. Wall Angle 0.4 x 2.4 m Description

Length(m)

Pcs.

13.2 8.2 15.2 11.2 10.2 5.2 6.32 8.2 12.2 12.4 10

34 18 3 6 4 2 2 2 1 2 2 TOTAL PCS.

5. Furring Hanger 20 x 50 x5m Description

Length(m) 442

Pcs. 0.3

TOTAL PCS.

6. W Clip Description

Pcs. 18 6 26 12 24 44

Sets 34 18 2 6 3 1

TOTAL PCS.

7. Ficem Board 4.5 x 1.2 x2.4 Description

Area of Ceiling 682

Area of Board 2.88

TOTAL PCS.

Pcs. (Commercial Length 6m) 29 27 10 3 17 1 0 0 0 0 87

Pcs. (Commercial Length 5m) 81 5 3 17 12 10 6 0 0 0 134

Pcs. (Commercial Length 5m) 176 13 0 0 0 0 0 0 0 0 189

Pcs. (Commercial Length 5m)

are = 682 sq.m

187 62 19 28 17 5 6 7 6 11 9 357

Pcs. (Commercial Length 5m) 27 0 0 0 0 0 0 0 0 0 0 27

Total 612 108 52 72 72 44 0 0 0 0 0 960

Total 237 0

0 0 0 0 0 0 0 0 0 237

Republic of the Philippines NUEVA VIZCAYA STATE UNIVERSITY Bambang Campus INDIVIDUAL PROJECT PROGRAM OF WORK LOCATION OF PROJECT NVSU - Bambang Campus PROJECT DESCRIPTION Extension of Ladies Dormitory

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ITEM NO

ITEM OF WORK

TOTAL PERCENTAGE

#REF! Engineering Services

Prepared and Submitted by: Engr. CHERRY D. QUIDIT Electrical, TWG

Engr. JOSEPH CRIS R. ABLA Director, PPSDS - Bambang

Recommending Approval:

Engr. ARACELI V. DOMAGAS, Ph. D. Campus Administrator

Approved: ANDRES Z. TAGUIAM, Ed. D. University President

s RSITY

OF WORK SOURCE OF FUND CALENDAR DAYS TO COMPLETE: EQUIPMENT TO BE USED: Bar Cutter/Bender Concrete Mixer, Concrete Vibrator, Welding Machine, Grinding/Cutter Portable

QUANTITY

UNIT

UNIT COST

TOTAL COST

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TOTAL PROJECT COST GRAND TOTAL PROJECT COST

Engr. JOSEPH CRIS R. ABLAO Director, PPSDS - Bambang

GERALDINE T. EBREO, Ph.D. VP for Administration and Finance

#REF! #REF! 5,000,000.00