material summary

16
Item: Summary of Materials Project: HGL Complex Warehouse Location: Cagayan Valley Road, Guiguinto Bulacan ITEM SPECIFICATION MATERIALS DESCRIPTION W1 W2 W3 1.0 Foundation 1.1 F1 42 units Cement Portland Cement 60.00 50.00 50.00 Sand White sand 6.48 5.40 5.40 Gravel G1 ordinary gravel 6.48 5.40 5.40 Rebars 60.00 50.00 50.00 CHB 6" G.I Tie wire #16 - - - 1.2 F2 24 units Cement Portland Cement 56.00 56.00 56.00 Sand White sand 6.05 6.05 6.05 Gravel G1 ordinary gravel 6.05 6.05 6.05 Rebars 72.00 72.00 72.00 CHB 6" G.I Tie wire #16 - - - 1.3 F3 16 units Cement Portland Cement 40.00 - - Sand White sand 4.32 - - Gravel G1 ordinary gravel 4.32 - - Rebars 48.00 - - CHB 6" G.I Tie wire #16 - - - 1.4 C1 Pedestal 42 units Cement Portland Cement 72.00 60.00 60.00 Sand White sand 7.80 6.50 6.50 Gravel G1 ordinary gravel 7.80 6.50 6.50 Rebars 420.00 350.00 350.00 Rebars - - - CHB 6" G.I Tie wire #16 - - - 1.5 C2 Pedestal 24 units Cement Portland Cement 48.00 48.00 48.00 Sand White sand 5.20 5.20 5.20 Gravel G1 ordinary gravel 5.20 5.20 5.20 Rebars 280.00 280.00 280.00 Rebars - - - CHB 6" G.I Tie wire #16 - - - 1.6 C3 Pedestal 16 units Cement Portland Cement 48.00 - - Sand White sand 5.20 - - Gravel G1 ordinary gravel 5.20 - - Rebars 280.00 - - - - - CHB 6" G.I Tie wire #16 - - - 1.7 FTB 1 40 units 0.30m X 0.4m X 4.0m Cement Portland Cement 112.00 56.00 56.00 Sand White sand 12.10 6.05 6.05 Gravel G1 ordinary gravel 12.10 6.05 6.05 Rebars 144.00 72.00 72.00 Rebars 80.00 40.00 40.00 12mm Ф X 6.0m 12mm Ф X 6.0m 12mm Ф X 6.0m 10mm Ф X 6.0m 20mmФ X 6.0m 10mm Ф X 6.0m 20mm Ф X 6.0m 10mm Ф X 6.0m 20mm Ф X 6.0m 10mm Ф X 6.0m 16mm Ф X 6.0m

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Page 1: Material Summary

Item: Summary of MaterialsProject: HGL Complex WarehouseLocation: Cagayan Valley Road, Guiguinto Bulacan

ITEM SPECIFICATION MATERIALS DESCRIPTION W1 W2 W3

1.0 Foundation1.1 F1 42 units Cement Portland Cement 60.00 50.00 50.00

Sand White sand 6.48 5.40 5.40Gravel G1 ordinary gravel 6.48 5.40 5.40Rebars 60.00 50.00 50.00CHB 6"G.I Tie wire #16 - - -

1.2 F2 24 units Cement Portland Cement 56.00 56.00 56.00Sand White sand 6.05 6.05 6.05Gravel G1 ordinary gravel 6.05 6.05 6.05Rebars 72.00 72.00 72.00CHB 6"G.I Tie wire #16 - - -

1.3 F3 16 units Cement Portland Cement 40.00 - -Sand White sand 4.32 - -Gravel G1 ordinary gravel 4.32 - -Rebars 48.00 - -CHB 6"G.I Tie wire #16 - - -

1.4 C1 Pedestal 42 units Cement Portland Cement 72.00 60.00 60.00Sand White sand 7.80 6.50 6.50Gravel G1 ordinary gravel 7.80 6.50 6.50Rebars 420.00 350.00 350.00Rebars - - -CHB 6"G.I Tie wire #16 - - -

1.5 C2 Pedestal 24 units Cement Portland Cement 48.00 48.00 48.00Sand White sand 5.20 5.20 5.20Gravel G1 ordinary gravel 5.20 5.20 5.20Rebars 280.00 280.00 280.00Rebars - - -CHB 6"G.I Tie wire #16 - - -

1.6 C3 Pedestal 16 units Cement Portland Cement 48.00 - -Sand White sand 5.20 - -Gravel G1 ordinary gravel 5.20 - -Rebars 280.00 - -

- - -CHB 6"G.I Tie wire #16 - - -

1.7 FTB 1 40 units 0.30m X 0.4m X 4.0m Cement Portland Cement 112.00 56.00 56.00Sand White sand 12.10 6.05 6.05Gravel G1 ordinary gravel 12.10 6.05 6.05Rebars 144.00 72.00 72.00Rebars 80.00 40.00 40.00

12mm Ф X 6.0m

12mm Ф X 6.0m

12mm Ф X 6.0m

10mm Ф X 6.0m20mmФ X 6.0m

10mm Ф X 6.0m20mm Ф X 6.0m

10mm Ф X 6.0m20mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

Page 2: Material Summary

CHB 6"G.I Tie wire #16 - - -

ITEM SPECIFICATION MATERIALS DESCRIPTION W1 W2 W31.8 FTB 2 5 units 0.30m X 0.4m X 5.0m Cement Portland Cement 12.00 6.00 6.00

Sand White sand 1.30 0.65 0.65Gravel G1 ordinary gravel 1.30 0.65 0.65Rebars 15.00 8.00 8.00Rebars 10.00 5.00 5.00CHB 6"G.I Tie wire #16 - - -

1.9 FTB 3 32 units 0.30m X 0.4m X 6.0m Cement Portland Cement 40.00 40.00 40.00Sand White sand 4.32 4.32 4.32Gravel G1 ordinary gravel 4.32 4.32 4.32Rebars 60.00 60.00 60.00Rebars 40.00 40.00 40.00CHB 6"G.I Tie wire #16 - - -

1.10 FTB 4 8 units 0.30m X 0.4m X 6.271m Cement Portland Cement 14.00 14.00 14.00Sand White sand 1.51 1.51 1.51Gravel G1 ordinary gravel 1.51 1.51 1.51Rebars 18.00 18.00 18.00Rebars 10.00 10.00 10.00CHB 6"G.I Tie wire #16 - - -

1.11 STIFFENER FOOTING Cement Portland Cement - - -Sand White sand - - -Gravel G1 ordinary gravel - - -Rebars - - -Rebars - - -CHB 6"G.I Tie wire #16 - - -

1.12 STIFFENER COLUMN Cement Portland Cement 48.00 40.00 40.00Sand White sand 5.18 4.32 4.32Gravel G1 ordinary gravel 5.18 4.32 4.32Rebars 84.00 70.00 70.00Rebars 80.00 80.00 80.00CHB 6"G.I Tie wire #16 - - -

1.13 STIFFENER FTB 1 Cement Portland Cement 32.00 32.00 32.00Sand White sand 3.46 3.46 3.46Gravel G1 ordinary gravel 3.46 3.46 3.46Rebars 56.00 56.00 56.00Rebars 64.00 64.00 64.00CHB 6"G.I Tie wire #16 - - -

1.14 STIFFENER FTB 2 Cement Portland Cement 16.00 12.00 12.00Sand White sand 1.73 1.30 1.30Gravel G1 ordinary gravel 1.73 1.30 1.30Rebars 28.00 21.00 21.00

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m

Page 3: Material Summary

Rebars 32.00 24.00 24.00CHB 6"G.I Tie wire #16 - - -

ITEM SECTION SPECIFICATION MATERIALS DESCRIPTION W1 W2 W3

2.0 Flooring2.1 Main warehouse Cement Portland Cement 1,738.00 1,738.00 1,738.00

Apron Cement Portland Cement 595.00 595.00 595.00

2.2 Main warehouse Sand White Sand 188.60 188.60 188.60Apron Sand White Sand 65.50 65.50 65.50

2.3 Main warehouse Gravel G1 ordinary gravel 188.60 188.60 188.60Apron Gravel G1 ordinary gravel 65.50 65.50 65.50

2.4 Main warehouse Gravel G1 ordinary gravel for lining (1") 39.58 39.58 39.58Apron Gravel G1 ordinary gravel for lining (1") 8.16 8.16 8.16

2.5 - Rebars - - -- Plastic Lining 0.19mm thk X 0.5 width - - -

3.0 Beams3.1 LB-1 32 units 0.20m X 0.40m X 4.0m Cement Portland Cement 24.000 24.000 24.000

Sand White sand 2.592 2.592 2.592Gravel G1 ordinary gravel 2.592 2.592 2.592Rebars 36.00 36.00 36.00Rebars 40.00 40.00 40.00G.I Tie wire #16 6.25 6.25 6.25Plywood 1/4" X 4" X 8' 16.00 16.00 16.00Cocolumber 2"X 4" X 10' 48.00 40.00 40.00CW Nail 2" - - -CW Nail 3" - - -

3.2 LB-2 5 units 0.20m X 0.40m X 5.0m Cement Portland Cement 8.000 4.000 4.000Sand White sand 0.860 0.430 0.430Gravel G1 ordinary gravel 0.537 0.537 0.537Rebars 11.00 5.50 5.50Rebars 10.00 5.00 5.00G.I Tie wire #16 - - -Plywood 1/4" X 4" X 8' 4.00 2.00 2.00Cocolumber 2"X 4" X 10' 12.00 6.00 6.00CW Nail 2" - - -CW Nail 3" - - -

3.3 LB-3 0.20m X 0.40m X 6.0m Cement Portland Cement 80.000 40.000 40.000Sand White sand 5.400 5.400 5.400Gravel G1 ordinary gravel 5.400 5.400 5.400Rebars 96.00 48.00 48.00Rebars 80.00 40.00 40.00

16mm Ф X 6.0m

10mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

Page 4: Material Summary

G.I Tie wire #16 16.38 8.19 8.19Plywood 1/4" X 4" X 8' 48.00 24.00 24.00Cocolumber 2"X 4" X 10' 96.00 48.00 48.00CW Nail 2" - - -CW Nail 3" - - -

ITEM SECTION SPECIFICATION MATERIALS DESCRIPTION W1 W2 W33.4 LB-4 8 units 0.20m X 0.40m X 6.27m Cement Portland Cement 10.000 10.000 10.000

Sand White sand 1.080 1.080 1.080Gravel G1 ordinary gravel 1.080 1.080 1.080Rebars 12.00 12.00 12.00Rebars 14.00 14.00 14.00G.I Tie wire #16 - - -Plywood 1/4" X 4" X 8' 6.00 6.00 6.00Cocolumber 2"X 4" X 10' 12.00 12.00 12.00CW Nail 2" - - -CW Nail 3" - - -

3.5 Docking bay 64 units 0.15m X 0.35m X 4.0m Cement Portland Cement 32.000 32.000 32.000(beam) Sand White sand 3.457 3.457 3.457

Gravel G1 ordinary gravel 3.457 3.457 3.457Rebars 56.00 56.00 56.00Rebars 64.00 64.00 64.00G.I Tie wire #16 - - -Plywood 1/4" X 4" X 8' 48.00 48.00 48.00Cocolumber 2"X 4" X 10' 128.00 128.00 128.00CW Nail 2" - - -CW Nail 3" - - -

26 units 0.15m X 0.35m X 2.6m Cement Portland Cement 13.000 13.000 13.000Sand White sand 1.405 1.405 1.405Gravel G1 ordinary gravel 1.405 1.405 1.405Rebars 28.00 21.00 21.00Rebars 32.00 24.00 24.00G.I Tie wire #16 - - -Plywood 1/4" X 4" X 8' 24.00 18.00 18.00Cocolumber 2"X 4" X 10' 64.00 48.00 48.00CW Nail 2" - - -CW Nail 3" - - -

4.0 Roof Beams4.1 RB -1 32 units 0.20m X 0.40m X 4.0m Cement Portland Cement 24.000 24.000 24.000

Sand White sand 2.592 2.592 2.592Gravel G1 ordinary gravel 2.592 2.592 2.592Rebars - - -Rebars - - -G.I Tie wire #16 - - -Plywood 1/4" X 4" X 8' - - -Cocolumber 2"X 4" X 10' - - -CW Nail 2" - - -CW Nail 3" - - -

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

Page 5: Material Summary

4.2 RB -2 5 units 0.20m X 0.40m X 5.0m Cement Portland CementSand White sandGravel G1 ordinary gravelRebars - - -Rebars - - -G.I Tie wire #16 - - -Plywood 1/4" X 4" X 8' - - -Cocolumber 2"X 4" X 10' - - -CW Nail 2" - - -CW Nail 3" - - -

ITEM SECTION SPECIFICATION MATERIALS DESCRIPTION W1 W2 W34.3 RB -3 40 units 0.20m X 0.40m X 6.0m Cement Portland Cement

Sand White sandGravel G1 ordinary gravelRebars - - -Rebars - - -G.I Tie wire #16 - - -Plywood 1/4" X 4" X 8' - - -Cocolumber 2"X 4" X 10' - - -CW Nail 2" - - -CW Nail 3" - - -

4.3 RB -4 8 units 0.20m X 0.40m X 6.27m Cement Portland CementSand White sandGravel G1 ordinary gravelRebars - - -Rebars - - -G.I Tie wire #16 - - -Plywood 1/4" X 4" X 8' - - -Cocolumber 2"X 4" X 10' - - -CW Nail 2" - - -CW Nail 3" - - -

5.0 Truss Beam5.1 TRB-1 48 units 0.20m X 0.40m X 4.0m Cement Portland Cement 36.000 36.000 36.000

Sand White sand 3.887 3.887 3.887Gravel G1 ordinary gravel 3.887 3.887 3.887Rebars - - -Rebars - - -G.I Tie wire #16 - - -Plywood 1/4" X 4" X 8' - - -Cocolumber 2"X 4" X 10' - - -CW Nail 2" - - -CW Nail 3" - - -

6.0 Steel Column6.1 SC 2 24 units 7.0m Height WF 12" X 6.5mm X #27 X 12m - - -

SC 3 16 units 7.0m Height WF 12" X 6.5mm X #27 X 12m - - -WF 12mm X 6.5mm X #27 X 6m - - -

6.2 Stiffener 3" X 12" MS plate 4.5mm X 6.0' X 20' - - -6.3 Baseplate 40 units 350mm X 250MM MS plate 12.0mm X 6.0' X 20' - - -

Welding rod 5/32-6013 - - -6.4 Bolts 40 units Anchor Bolts 18mmФ x 5mm w/ 2" thread, - - -

3" bend

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

10mm Ф X 6.0m16mm Ф X 6.0m

Page 6: Material Summary

7.0 Steel Truss7.1 RFSW 64 units MS plate 4.5mm X 4.0' X 20' - - -

MS plate 4.5mm X 6.0' X 20' - - -MS plate 6.0mm X 5.0' X 20' - - -MS plate 9.0mm X 6.0' X 20' - - -Red Oxide - - -Paint Thinner - - -Machine Bolts - - -

washer - - -Bolts w/ nuts & washer 3/8" X 2" - - -C-purlin 2" X 7" X 6.0m - - -Cross Bracing - - -Purlin Stand - - -Sag Rod 12mmФ X 6.0m rebars - - -Turnbuckle 16mmФ X 12" - - -

ITEM SECTION SPECIFICATION MATERIALS DESCRIPTION W1 W2 W3Angle bar 1 1/2" X 1 1/2" X 4.5mm X 6m - - -Angle bar 2" X 2" X 6mm X 6m - - -Round bar - - -Flat bar 1" X 1" X 4.5mm X 6.0m - - -

7.2 Canopy WF 16mm X #26 X 12m - - -Round bar - - -Round bar - - -G.I pipe - - -Turnbuckle - - -

8.0 CHB Walling8.1 Wall 4,188.04 sqm CHB 6" - - -

Cement (class b) Portland Cement - - -Sand White Sand - - -Rebars - - -G.I Wire #16 - - -

9.0 Plastering9.1 Plastering 8,030.74 sqm class B-16mm thk Cement Portland Cement - - -

Sand White Sand - - -

9.0 Painting9.1 Wall 8,030.74 sqm - - - - - -

- - - - - -

18mmФ x 2" thread w/ nuts &

16mmФ X 6.0m rebars

16mmФ X 6.0m rebars

20mmФ X 12m 16mmФ X 12m 2"Ф X 6.0m (sch 40)20mmФ X 12"

10mm Ф X 6.0m

Page 7: Material Summary

ITEM SECTION SPECIFICATION MATERIALS DESCRIPTION W1 W2 W3

1.0 Plumbing1.1 Drainage line 345.00 m - Concrete Pipe 138.00 69.00 69.00

1.2 Catch Basin Cement Portland Cement - - -Sand White sand - - -Gravel G1 ordinary gravel - - -Rebars - - -CHB 6" - - -G.I Tie wire #16 - - -

1.3 Downspout PVC pipe - - -PVC pipe - - -Neltex - - -teflon tape - - -

2.0 Electrical2.1 Wiring Electrical wire - - -

Electrical wire - - -Electrical wire - - -

2.2 Utilities Entrance cap - - -RSC (Rigid Steel Conduit) - - -

- - -Metal locknut w/bushing - - -Circuit breaker 50 amp 2p - - -

20 amp - - -PVC pipe - - -

- - -RSC elbow - - -RSC coupling - - -utility box - - -junction box - - -Electrical tape - - -Flourescent 100W - - -switch 2 gang plate - - -

600mm Ф X 1.0m

10mm Ф X 6.0m

6" Ф - 90°6" Ф X 6m

3.5mm² THHN ordinary wire8.0mm² THHN ordinary wire50mm² THHN ordinary wire20mmФ20mmФ X 6.0m sch. 4050mmФ X 6.0m sch. 4020mmФ

20mmФ25mmФ20mmФ-90°20mmФ

Page 8: Material Summary

3 gang plate - - -2 way switch - - -

Convenience outlet 3 gang - - -

Page 9: Material Summary

Page no: 1.00

W4 Q'TY UNIT

50.00 210.00 bags5.40 22.68 cu.m5.40 22.68 cu.m

50.00 210.00 pcspcs

- 21.00 kgs

- 168.00 bags- 18.14 cu.m- 18.14 cu.m- 216.00 pcs

pcs- 28.80 kgs

40.00 80.00 bags4.32 8.64 cu.m4.32 8.64 cu.m

48.00 96.00 pcspcs

- 12.00 kgs

60.00 252.00 bags6.50 27.30 cu.m6.50 27.30 cu.m

350.00 1,470.00 pcs- 336.00 pcs

pcs- 67.20 kgs

- 144.00 bags- 15.60 cu.m- 15.60 cu.m- 840.00 pcs- 192.00 pcs

pcs- 38.40 kgs

48.00 96.00 bags5.20 10.40 cu.m5.20 10.40 cu.m

280.00 560.00 pcs- 128.00 pcs

pcs- 25.60 kgs

56.00 280.00 bags6.05 30.24 cu.m6.05 30.24 cu.m

72.00 360.00 pcs40.00 200.00 pcs

Page 10: Material Summary

pcs- 40.00 kgs

Page no: 2.00W4 Q'TY UNIT

6.00 30.00 bags0.65 3.24 cu.m0.65 3.24 cu.m8.00 38.00 pcs5.00 25.00 pcs

pcs- kgs

40.00 160.00 bags4.32 17.28 cu.m4.32 17.28 cu.m

60.00 240.00 pcs40.00 160.00 pcs

pcs- 28.16 kgs

14.00 56.00 bags1.51 6.05 cu.m1.51 6.05 cu.m

18.00 72.00 pcs10.00 40.00 pcs

pcs- 8.00 kgs

- 128.00 bags- 13.83 cu.m- 13.83 cu.m- 224.00 pcs- 256.00 pcs

pcs- - kgs

40.00 168.00 bags4.32 18.14 cu.m4.32 18.14 cu.m

70.00 294.00 pcs80.00 336.00 pcs

pcs- 49.56 kgs

32.00 128.00 bags3.46 13.82 cu.m3.46 13.82 cu.m

56.00 224.00 pcs64.00 256.00 pcs

pcs- 37.76 kgs

12.00 52.00 bags1.30 5.62 cu.m1.30 5.62 cu.m

21.00 91.00 pcs

Page 11: Material Summary

24.00 104.00 pcspcs

- 15.34 kgs

Page no: 3.00W4 Q'TY UNIT

1,738.00 6,952.00 bags595.00 2,380.00 bags

9,332.00 bags

188.60 754.40 cu.m65.50 262.00 cu.m

1,016.38 cu.m

188.60 754.40 cu.m65.50 262.00 cu.m

1,016.38 cu.m

39.58 158.32 cu.m8.16 32.64 cu.m

190.96 cu.m

- 5,548.00 pcs- 16,912.00

24.000 96.000 bags2.592 10.368 cu.m2.592 10.368 cu.m36.00 144.00 pcs40.00 160.00 pcs

6.25 25.00 kgs16.00 64.00 pcs40.00 192.00 pcs

- 16.00 kgs- 16.00 kgs

4.000 20.000 bags0.430 2.150 cu.m0.537 2.150 cu.m

5.50 27.50 pcs50.00 25.00 pcs

- 4.60 kgs2.00 10.00 pcs6.00 30.00 pcs

- 5.00 kgs- 5.00 kgs

40.000 200.000 bags5.400 21.600 cu.m5.400 21.600 cu.m48.00 240.00 pcs40.00 200.00 pcs

Page 12: Material Summary

8.19 41.00 pcs24.00 120.00 kgs48.00 240.00 pcs

- 20.00 pcs- 20.00 kgs

Page no: 4.00W4 Q'TY UNIT

10.000 40.000 bags1.080 4.320 cu.m1.080 4.320 cu.m12.00 42.00 pcs14.00 56.00 pcs

- 8.19 pcs6.00 24.00 kgs

12.00 48.00 pcs- 4.00 pcs- 4.00 kgs

32.000 128.000 bags3.457 13.830 cu.m3.457 13.830 cu.m56.00 224.00 pcs64.00 256.00 pcs

- 37.76 pcs48.00 192.00 kgs

128.00 512.00 pcs- 64.00 pcs- 64.00 kgs

13.000 52.000 bags1.405 5.620 cu.m1.405 5.620 cu.m21.00 91.00 pcs24.00 104.00 pcs

- 15.34 pcs18.00 78.00 kgs48.00 208.00 pcs

- 26.00 pcs- 26.00 kgs

24.000 96.000 bags2.592 10.370 cu.m2.592 10.370 cu.m

- 144.00 pcs- 160.00 pcs- 25.00 pcs- 64.00 kgs- 192.00 pcs- 16.00 pcs- 16.00 kgs

Page 13: Material Summary

20.000 bags2.150 cu.m2.150 cu.m

- 28.00 pcs- 25.00 pcs- 4.60 pcs- 10.00 kgs- 30.00 pcs- 5.00 pcs- 5.00 kgs

Page no: 5.00W4 Q'TY UNIT

200.000 bags21.600 cu.m21.600 cu.m

- 240.00 pcs- 200.00 pcs- 41.00 pcs- 120.00 kgs- 240.00 pcs- 20.00 pcs- 20.00 kgs

40.000 bags4.320 cu.m4.320 cu.m

- 42.00 pcs- 56.00 pcs- 8.19 pcs- 24.00 kgs- 48.00 pcs- 41.00 pcs- 41.00 kgs

36.000 144.000 bags3.887 15.550 cu.m3.887 15.550 cu.m

- 216.00 pcs- 240.00 pcs- 37.44 pcs- 96.00 kgs- 288.00 pcs- 24.00 pcs- 24.00 kgs

- 14.00 pcs- 9.00 pcs- 1.00 pcs- 1.00 pcs- 1.00 pcs- 12.00 boxes- 160.00 pcs

Page 14: Material Summary

- 1.00 pcs- 3.00 pcs- 22.00 pcs- 64.00 pcs- 25.00 tins- 1.00 tin- 2,240.00 pcs-- 5,352.00 pcs- 1,320.00 pcs- 456.00 pcs- 1,338.00 pcs- 342.00 pcs- 128.00 pcs

Page no: 6.00W4 Q'TY UNIT

- 180.00 pcs- 88.00 pcs- 90.00 pcs- 40.00 pcs

- 28.00 pcs- 188.00 pcs- 24.00 pcs- 12.00 pcs- 256.00 pcs

- 54,444.52 pcs- 2,186.16 bags- 182.18 cu.m- 1,603.00 pcs- 60.00 kgs

- 1,541.90 bags- 128.49 cu.m

- - -- - -

Page 15: Material Summary

Page no: 7.00W4 Q'TY UNIT

69.00 345.00 pcs

- 14.00 bags- 3.80 cu.m- 3.80 cu.m- 500.00 cu.m- 1,453.00 pcs- - -

- 150.00 pcs- 107.00 pcs- - -- - -

- - box- - box- - box- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs- - pcs

Page 16: Material Summary

- - pcs- - pcs- - pcs