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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