Estimate

* Use sheet 4 for data changing ** Do not alter any formula/number *

* for reference purpose only *Phase - 1a

ESTIMATES FOR FOOTING - 1

0.8solving for concrete: 0.8V= 0.16total V= 1.6 0.8

cement = 16 bagssand = 0.96 cu.m.gravel = 1.92 cu.m. depth = 0.25 m

# of footng 10 pcssolving for reinforcements: no.of matting@Lside 6 pcs 16 mm

no.of matting@Sside 6 pcs 16 mmno. of bars @ Lside = 8.4210526 pcs tie wire 16 #no. of bars @ Sside = 8.4210526 pcs depth of hole 1 m.

total no. of matting = 16.842105 pcs

no.of joints tobe tied = 36 pcsno.of kgm of tie wire = 2.0377358 kgm.

SUMMARY:

matting 16.84211 pcs 16 mmtie wire 2.03774 kgm. 16 #cement 16.00000 bags 40 kgmsand 0.96000 cu.m. rivergravel 1.92000 cu.m. 3/4" dia.excavation 6.40000 cu.m.



cement = 3 bagssand = 0.18 cu.m.gravel = 0.36 cu.m. depth = 0.25 m


no.of matting@Sside 5 pcs 16 mmno. of bars @ Lside = 1.6842105 pcs tie wire 16 #

no. of bars @ Sside = 1.3157895 pcs depth of hole 1 m.

total no. of matting = 3 pcs


SUMMARY:




cement = 1.08 bagssand = 0.0648 cu.m.gravel = 0.1296 cu.m. depth = 0.3 m


no.of matting@Sside 4 pcs 10 mmno. of bars @ Lside = 0.4210526 pcs tie wire 16 #no. of bars @ Sside = 0.4210526 pcs depth of hole 0.7 m.

total no. of matting = 0.8421053 pcs


SUMMARY:


COLUMN ESTIMATES 1

0.25solving for concrete:

V= 0.234375 cu.m.total V= 2.34375 cu.m.

0.25cement = 23.4375 bagssand = 1.40625 cu.m.gravel = 2.8125 cu.m. L= 3.75 m

# of col. = 10 pcs.main bars 4 pcs. 16 mm

solving for reinforcements: L - ties = 0.2 spacing 10 mmtie wires= # 16

main bars 26.31579 pcs 2ndry bars 0 12 mmno.of ties@supports= 15no.of ties@midspan= 16secondary bars = 0 pcslength of 1 L-tie= 0.7 mno.of bars 38.070175 pcs

solving for tie wire:

no. of joints to be tied 124 jointskls. Of tie wire= 7.0188679 kgm.

summary:main bars 26.315789 say 14 pcs 16 mm dia.2ndry bars 0 say 7 pcs 12 mm dia.L-ties 38.070175 say 21 pcs 10 mm dia.G.I.tiewire 7.0188679 say 5 kgm 16 #cement 23.4375 say 15 bags 40 kgmsand 1.40625 say 1 cu.m. rivergravel 2.8125 say 1.6 cu.m. 3/4" dia

FORMS AND SCAFFOLDINGS

0.25lateral area of column:

A= 1.2 sq.m. 0.25total A= 45 sq.m.

Qty. of plywood :15.625 pcs. height = 3.75 m

frames = 2"x 2" no. of flrs. 1198.59375 bd.ft. no. of col. 10

frame 12 ft

summary:plywood 15.625 pcs 4' x 8' ord. Plywood2" x 2" 49.648438 pcs 198.5938 bd ft. 12 ft.

STAGING FOR COLUMNS:(use square col. For staging)

solving for vertical support:

2"x 3"x14' 262.5 bd ft. 37.5 pcs

solving for horizontal support:2"x 2"x14' 787.5 bd ft. 168.75 pcs

solving for diagonal brace:2"x2"x14 437.625 bd ft. 93.77679 pcs

COLUMN ESTIMATES 2


V= 0.1875 cu.m.total V= 0.375 cu.m.

0.2cement = 3.75 bagssand = 0.225 cu.m.gravel = 0.45 cu.m. L= 3.75 m

# of col. = 2 pcs.main bars 4 pcs. 16 mm

solving for reinforcements: L - ties = 0.2 spacing 10 mmtie wires= # 16

main bars 5.263158 pcs 2ndry bars 0 12 mmno.of ties@supports= 15no.of ties@midspan= 16secondary bars = 0 pcslength of 1 L-tie= 0.6 mno.of bars 6.5263158 pcs

solving for tie wire:

no. of joints to be tied 124 jointskls. Of tie wire= 1.4037736 kgm.

summary:main bars 5.2631579 say 14 pcs 16 mm dia.2ndry bars 0 say 7 pcs 12 mm dia.L-ties 6.5263158 say 21 pcs 10 mm dia.G.I.tiewire 1.4037736 say 5 kgm 16 #cement 3.75 say 15 bags 40 kgmsand 0.225 say 1 cu.m. rivergravel 0.45 say 1.6 cu.m. 3/4" dia

FORMS AND SCAFFOLDINGS

0.25lateral area of column:

A= 1.1 sq.m. 0.2total A= 8.25 sq.m.

Qty. of plywood :

2.8645833 pcs. height = 3.75 mframes = 2"x 2" no. of flrs. 1

36.408854 bd.ft. no. of col. 2frame 12 ft

summary:plywood 2.8645833 pcs 4' x 8' ord. Plywood2" x 2" 9.1022135 pcs 36.40885 bd ft. 12

STAGING FOR COLUMNS:(use square col. For staging)


2"x 3"x14' 52.5 bd ft. 7.5 pcs

solving for horizontal support:2"x 2"x14' 157.5 bd ft. 33.75 pcs

solving for diagonal brace:2"x2"x14 87.525 bd ft. 18.75536 pcs

ESTIMATE FOR BEAMS 1

solving for concrete:V = 0.2625 cu.m 0.3total V= 1.05 cu.m

cement = 10.5 bagssand = 0.63 cu.m 0.175gravel= 1.26 cu.m

L = 5 Msolving for reinf. #of beams 4 pcs.cont. bars 7.438596 pcs cont. bars 2 16 mmtop (cut) 2.175439 pcs cut bars 1 16 mmbot (cut) 3 L stirrups 10 mm

2.315789 pcs tie wire 16

solving for stirrups:max spacing= 0.15 mlength of 1 stirrup 0.65 mspacing near support 2.5no. of stirrups@supp. 27 at .05 m

14.5 at .10 mno.of stirrups@mid. 18.666667 at d/2 m

total no. of stirrups 60.166667 28.44242 pcs

solving for G.I. Tie wires:no.of joints tobe tied@main bars: 120.3333no.of joints to be tied@top(cut) 41.5no of joints to be tied@bot(cut) 18.66667

total no. of joints tied 180.5 4.086792 kgm.

SUMMARY :

main bars- 11.92982 say pcs. 16 mm dia.stirrups 28.44242 say pcs. 10 mm dia.GI.tie wire 4.086792 say kgm. 16cement 10.5 say bags 40 kgmsand 0.63 say cu.m. rivergravel 1.26 say cu.m. 3/4" dia.

FOR BEAMS:0.175

lateral area of beam:A= 1.775 sq.m. 0.3

total A = 56.8 sq.m.

solving for forms: L = 5 m19.72222 shts no.of beam 4

frame 12 ftsolving for frames: 2" x 2" no.of flrs 8

631.1111 bd ft.

summary:

2" x 2" 157.7778 pcs. 631.1111 bd ft.plywood 19.72222 sheets

staging for beams:


2"x 3"x14 960 bd ft 137.1429 pcs

solving for horizontal support:2"x2"x14 747.2 bdft 160.1143 pcs




L = 4 Msolving for reinf. #of beams 7 pcs.cont. bars 10.5614 pcs cont. bars 2 16 mmtop (cut) 3.192982 pcs cut bars 1 16 mmbot (cut) 2.4 L stirrups 10 mm


solving for stirrups:max spacing= 0.15 mlength of 1 stirrup 0.7 mspacing near support 2no. of stirrups@supp. 22 at .05 m

12 at .10 mno.of stirrups@mid. 15.333333 at d/2 m


solving for G.I. Tie wires:no.of joints tobe tied@main bars: 98.66667no.of joints to be tied@top(cut) 34no of joints to be tied@bot(cut) 15.33333

total no. of joints tied 148 5.864151 kgm.

SUMMARY :

main bars- 17.07018 say pcs. 16 mm dia.stirrups 43.95152 say pcs. 10 mm dia.GI.tie wire 5.864151 say kgm. 16cement 16.8 say bags 40 kgmsand 1.008 say cu.m. rivergravel 2.016 say cu.m. 3/4" dia.

FOR BEAMS:0.2


total A = 10.5 sq.m.

solving for forms: L = 4 m3.645833 shts no.of beam 7


116.6667 bd ft.

summary:

2" x 2" 29.16667 pcs. 116.6667 bd ft.plywood 3.645833 sheets

staging for beams:


2"x 3"x14 168 bd ft 24 pcs





L = 3.5 Msolving for reinf. #of beams 6 pcs.cont. bars 8 pcs cont. bars 2 16 mmtop (cut) 2.473684 pcs cut bars 1 16 mmbot (cut) 2.1 L stirrups 10 mm


solving for stirrups:max spacing= 0.15 mlength of 1 stirrup 0.7 mspacing near support 1.75no. of stirrups@supp. 19.5 at .05 m





SUMMARY :

main bars- 13 say pcs. 16 mm dia.stirrups 33.53636 say pcs. 10 mm dia.GI.tie wire 4.474528 say kgm. 16cement 12.6 say bags 40 kgmsand 0.756 say cu.m. rivergravel 1.512 say cu.m. 3/4" dia.

FOR BEAMS:0.2


total A = 8.1 sq.m.

solving for forms: L = 3.5 m2.8125 shts no.of beam 6


90 bd ft.

summary:

2" x 2" 22.5 pcs. 90 bd ft.plywood 2.8125 sheets

staging for beams:


2"x 3"x14 126 bd ft 18 pcs





L = 3.65 Msolving for reinf. #of beams 2 pcs.cont. bars 5.745455 pcs cont. bars 4 16 mmtop (cut) 0.881818 pcs cut bars 1 16 mmbot (cut) 2.19 L stirrups 10 mm


solving for stirrups:max spacing= 0.15 mlength of 1 stirrup 0.7 mspacing near support 1.825no. of stirrups@supp. 20.25 at .05 m





SUMMARY :

main bars- 7.532727 say pcs. 16 mm dia.

stirrups 11.59242 say pcs. 10 mm dia.GI.tie wire 2.57783 say kgm. 16cement 4.38 say bags 40 kgmsand 0.3066 say cu.m. rivergravel 0.5256 say cu.m. 3/4" dia.

FOR BEAMS:0.2


total A = 0 sq.m.

solving for forms: L = 3.65 m0 shts no.of beam 2

frame 12 ftsolving for frames: 2" x 2" no.of flrs

0 bd ft.

summary:

2" x 2" 0 pcs. 0 bd ft.plywood 0 sheets

staging for beams:


2"x 3"x14 0 bd ft 0 pcs

solving for horizontal support:2"x2"x14 0 bdft 0 pcs

ESTIMATES FOR WALLFOOTING

solving for concrete :V= 4.8336

0.20.4

cement 48.336 bagssand 2.90016 cu.m. L = 60.42 mgravel 5.80032 cu.m. cont.bars 2 12 mm

size of hoops = 10 mmspacing of hoops = 0.6

tiewire= 16 #depth of hole 0.5

solving for reinforcemets:

cont. bars 21.2 pcs

no. of hoops = 101.7 pcslength of 1 hoop = 0.4 mtotal no. hoop bars= 7.1368421 pcs

solving for tiewires:

no. of joints to be tied 203.4 jointsno. of kgms of tiewire 1.151321 kgm

summary:

cont. bars 21.2 12 mm dia.hoops 7.1368421 10 mm dia.tiewire 1.1513208 16 #cement 48.336 40 kgmsand 2.90016 rivergravel 5.80032 3/4" dia.excavation 12.084

ESTIMATES FOR SLABS 1L = 0

S =0

slab thk.= 0L- side bot.bar spacing = 0 16 mms- side top bar spacing = 0 16 mmL- side top bar spacing = 0 12 mms- side bot. bar spacing = 0 12 mm

tiewire = 16 #solving for concrete : no of bays of slabs= 0 bays

V = 0 cu.m.

cement 0 bagssand 0 cu.m.gravel 0 cu.m.

solving for reinforcements:

L-side bot. Bars (pcs) #DIV/0! pcsS-side bot. Bars(pcs) #DIV/0! pcsL-side top Bars (pcs) #DIV/0! pcsS-side top Bars(pcs) #DIV/0! pcs

total no. of bot. bars = #DIV/0! pcstotal no. of top bars= #DIV/0! pcssolving for tiewire:

no.of joints to be tiedbot. Bars #DIV/0! jointstop bars #DIV/0! corner

0 corner#DIV/0! middle#DIV/0! middle

middle #DIV/0! jointscorner #DIV/0! jointstotal joints #DIV/0!kgm of TW #DIV/0! kgms.

summary :bot. Bars #DIV/0! pcs 16 mm dia.top. Bars #DIV/0! pcs 12 mm dia.tie wire #DIV/0! kgm 16 #cement 0 bags 40 kgmssand 0 cu.m. rivergravel 0 cu.m. 3/4" dia.

CONCRETE SLAB FORMS

0A = 0 sq.m.

0solving for no. of plywood:

0 shts

no. of bays 0solving for frames: no. of flrs 1

0 bdft.

summary:

2"x2"x14' 0 pcs 0 bdft.plywood 0 sheets

staging for slabs:


0 bd.ft.

summary:


S =0

slab thk.= 0L- side bot.bar spacing = 0 16 mms- side top bar spacing = 0 16 mmL- side top bar spacing = 0 12 mms- side bot. bar spacing = 0 12 mm


V = 0 cu.m.








summary :bot. Bars #DIV/0! pcs 16 mm dia.

top. Bars #DIV/0! pcs 12 mm dia.tie wire #DIV/0! kgm 16 #cement 0 bags 40 kgmssand 0 cu.m. rivergravel 0 cu.m. 3/4" dia.

CONCRETE SLAB FORMS

0A = 0 sq.m.


0 shts

no. of bays 0solving for frames: no. of flrs 1

0 bdft.

summary:


staging for slabs:


0 bd.ft.

summary:

2"x3"x14' 0 pcs 0 bd.ft.


S =0

slab thk.= 0L- side bot.bar spacing = 0 12 mms- side top bar spacing = 0 12 mm

L- side top bar spacing = 0 12 mms- side bot. bar spacing = 0 12 mm


V = 0 cu.m.








summary :bot. Bars #DIV/0! pcs 12 mm dia.top. Bars #DIV/0! pcs 12 mm dia.tie wire #DIV/0! kgm 16 #cement 0 bags 40 kgmssand 0 cu.m. rivergravel 0 cu.m. 3/4" dia.

CONCRETE SLAB FORMS

0A = 0 sq.m.


0 shts

no. of bays 0

solving for frames: no. of flrs 30 bdft.

summary:


staging for slabs:


0 bd.ft.

summary:

2"x3"x14' 0 pcs 0 bd.ft.

ESTIMATES FOR FLOORING 1


V= 9.975 cu.m.9.5

cement = 99.75 bagssand = 5.985 cu.m.gravel = 11.97 cu.m.

solving for reinforcements: dist. Of matting bars= 0.4 mthickness of flooring= 0.1 m

no.of pcs.@ Lside = 27.916667 pcs bars size= 10 mmno.of pcs.@ Sside= 45.592105 pcs tie wires= # 16

no. of bays = 1 baystotal no. of matting = 95.561404 pcs

solving for tiewires :

no. of joints to be tied 1272.7796 pcskgm of tiewire = 7.2044129 kgm.

SUMMARY:

matting 95.561404 say pcs 10 mm dia.tiewire 7.2044129 say pcs 16 #

cement 99.75 bagssand 5.985 cu.m.gravel 11.97 cu.m.

ESTIMATES FOR FLOORING 2

0solving for concrete:

V= 0 cu.m.0

cement = 0 bagssand = 0 cu.m.gravel = 0 cu.m.

solving for reinforcements: dist. Of matting bars= 0.4 mthickness of flooring= 0.1 m

no.of pcs.@ Lside = 0 pcs bars size= 10 mmno.of pcs.@ Sside= 0 pcs tie wires= # 16

no. of bays = 1 baystotal no. of matting = 0 pcs

solving for tiewires :

no. of joints to be tied 0 pcskgm of tiewire = 0 kgm.

SUMMARY:

matting 0 say pcs 10 mm dia.tiewire 0 say pcs 16 #VALUE!cement 0 bagssand 0 cu.m.gravel 0 cu.m.

ESTIMATE FOR MORTAR & PLASTER

sq. m. of wall 223.55 sq.m.sq.m. of window 19.56 sq.m.

sq.m. of door 12.6 sq.m.

no. of CHB.= 2679.46 pcs.mortar = 120.5757 bags

sand 9.914002 cu.m.

plaster = 128.6141 bagssand 7.502488 cu.m.

SUMMARY:cement 249.1898 bags

sand 17.41649 cu.m.10mm dia. 153.6224 pcs.tie wire 6.69865 kgm.

ESTIMATES FOR FOOTING -1 ESTIMATES FOR FOOTING -2L side = 0.7 L side = 0.6S side = 0.6 S side = 0.6depth = 0.3 m depth = 0.3 m# of footng 1 pcs # of footng 1 pcs

no.of matting@Lside 4 pcs 10 mm no.of matting@Lside 4 pcsno.of matting@Sside 4 pcs 10 mm no.of matting@Sside 4 pcs

tie wire 16 # tie wire 16 #depth of hole 0.7 m. depth of hole 0.7 m.

ESTIMATES FOR FOOTING -3L side = 0.6S side = 0.6depth = 0.3 m# of footng 1 pcs

no.of matting@Lside 4 pcs 10 mmno.of matting@Sside 4 pcs 10 mm

tie wire 16 #depth of hole 0.7 m.

COLUMN ESTIMATES 1 COLUMN ESTIMATES 2

L side = 0.2 L side = 0.2S side = 0.2 S side = 0.2L= 2.4 m L= 2.4 m# of col. = 1 pcs. # of col. = 1 pcs.main bars 4 pcs. 12 mm main bars 4 pcs. 12L - ties = 0.2 spacing 10 mm L - ties = 0.2 spacing 10tie wires= # 16 tie wires= #2ndry bars 0 12 mm 2ndry bars 0 12no. of flrs. 1 no. of flrs. 1

ESTIMATE FOR BEAMS 1 ESTIMATE FOR BEAMS 2

depth 0.3 depth 0.3width 0.2 width 0.2L = 3.65 M L = 3.65 M#of beams 2 pcs. #of beams 2 pcs.cont. bars 4 16 mm cont. bars 4 16 mmcut bars 1 16 mm cut bars 1 16 mmstirrups 10 mm stirrups 10 mmtie wire 16 tie wire 16no.of flrs. 8 no.of flrs. 1

ESTIMATE FOR BEAMS 3 ESTIMATE FOR BEAMS 4

depth 0.3 depth 0.3

width 0.2 width 0.2L = 3.65 M L = 3.65 M#of beams 2 pcs. #of beams 2 pcs.cont. bars 4 16 mm cont. bars 4 16 mmcut bars 1 16 mm cut bars 1 16 mmstirrups 10 mm stirrups 10 mmtie wire 16 tie wire 16no.of flrs. 1 no.of flrs. 1

ESTIMATES FOR WALLFOOTING

depth = 0.2width = 0.3

L = 3.6 mcont.bars 2 12 mm

size of hoops = 10 mmspacing of hoops = 0.2

tiewire= 16 #depth of hole 0.2

ESTIMATES FOR SLABS 1 ESTIMATES FOR SLABS 2L = 3 L = 5S = 3 S = 6

slab thk.= 0.1 slab thk.= 0.15L- side bot.bar spacing = 0.3 12 mm L- side bot.bar spacing = 0.2s- side top bar spacing = 0.3 12 mm s- side top bar spacing = 0.2L- side top bar spacing = 0.3 12 mm L- side top bar spacing = 0.2s- side bot. bar spacing = 0.3 12 mm s- side bot. bar spacing = 0.2

tiewire = 16 # tiewire =no of bays of slabs= 2 bays no of bays of slabs= 3no. of floors 1 no. of floors 1

ESTIMATES FOR SLABS 3L = 6S = 4

slab thk.= 0.15L- side bot.bar spacing = 0.2 12 mms- side top bar spacing = 0.2 12 mmL- side top bar spacing = 0.2 12 mms- side bot. bar spacing = 0.2 12 mm

tiewire = 16 #no of bays of slabs= 2 baysno. of floors 3

ESTIMATES FOR FLOORING 1 ESTIMATES FOR FLOORING 2

L = 8 L = 10S = 5.25 S = 3

dist. Of matting bars= 0.6 m dist. Of matting bars= 0.8 mthickness of flooring= 0.1 m thickness of flooring= 0.15 m

bars size= 10 mm bars size= 12 mmtie wires= # 16 tie wires= # 16

no. of bays = 1 bays no. of bays = 2 bays

ESTIMATE FOR MORTAR & PLASTER

sq. m. of wall 96.96 sq.m.sq.m. of window 5 sq.m.

sq.m. of door 10 sq.m.


sand 4.245528 cu.m.


ESTIMATES FOR FOOTING -2

10 mm10 mm

COLUMN ESTIMATES 2

mmmm16mm

ESTIMATES FOR SLABS 2

16 mm16 mm12 mm12 mm16 #

bays

FOOTING -1 FOOTING -2L side = 0.8 L side = 0.8S side = 0.8 S side = 0.75depth = 0.25 m depth = 0.25 m# of footng 10 pcs # of footng 2 pcs

no.of matting@Lside 6 pcs 16 mm no.of matting@Lside 6 pcs 16 mmno.of matting@Sside 6 pcs 16 mm no.of matting@Sside 5 pcs 16 mm

tie wire 16 # tie wire 16 #depth of hole 1 m. depth of hole 1 m. ok

RESULT RESULTmatting 16.84 pcs 16 mm matting 3.00 pcs 16 mmtie wire 2.04 kgm. 16 # tie wire 0.34 kgm. 16 #cement 16.00 bags 40 kgm cement 3.00 bags 40 kgmsand 0.96 cu.m. 0 river sand 0.18 cu.m. 0 rivergravel 1.92 cu.m. 3/4" dia. gravel 0.36 cu.m. 3/4" dia.excavation 6.40 cu.m. excavation 1.20 cu.m. 0 0 7.60

COLUMN ESTIMATES 1 COLUMN ESTIMATES 2 footing excavationL

L side = 0.25 L side = 0.25 f1 0.8S side = 0.25 S side = 0.2 f2 0.8L= 3.75 m L= 3.75 m# of col. = 10 pcs. # of col. = 2 pcs.main bars 4 pcs. 16 mm main bars 4 pcs. 16 mm okL - ties = 0.2 spacing 10 mm L - ties = 0.2 spacing 10 mmtie wires= # 16 tie wires= # 162ndry bars 0 12 mm 2ndry bars 0 12 mmno. of flrs. 1 no. of flrs. 1

RESULT RESULT main bars 26.32 pcs 16 mm dia. main bars 5.26 pcs 16 mm dia.2ndry bars 0.00 pcs 12 mm dia. 2ndry bars 0.00 pcs 12 mm dia.L-ties 38.07 pcs 10 mm dia. L-ties 6.53 pcs 10 mm dia.G.I.tiewire 7.02 kgm 16 # G.I.tiewire 1.40 kgm 16 #cement 23.44 bags 40 kgm cement 3.75 bags 40 kgmsand 1.41 cu.m. river sand 0.23 cu.m. river

gravel 2.81 cu.m. 3/4" dia gravel 0.45 cu.m. 3/4" diasolving for vertical support: solving for vertical support:2"x 3"x14' 131.25 bd ft. 18.75 pcs 2"x 3"x14' 52.5 bd ft. 7.5 pcssolving for horizontal support: solving for horizontal support:2"x 2"x14' 787.5 bd ft. 168.75 pcs 2"x 2"x14' 157.5 bd ft. 33.75 pcssolving for diagonal brace: solving for diagonal brace:2"x2"x14 437.63 bd ft. 93.78 pcs 2"x2"x14 87.53 bd ft. 18.76 pcsplywood 15.63 pcs plywood 2.86 pcs2" x 2" 49.65 pcs 2" x 2" 9.10 pcs

BEAM 1 BEAM 2 BEAM 3

depth 0.3 depth 0.3 depth 0.3width 0.175 width 0.2 width 0.2L = 5 M L = 4 M L = 3.5 M#of beams 4 pcs. #of beams 7 pcs. #of beams 6 pcs.cont. bars 2 16 mm cont. bars 2 16 mm cont. bars 2 16cut bars 1 16 mm cut bars 1 16 mm cut bars 1 16stirrups 10 mm stirrups 10 mm stirrups 10tie wire 16 tie wire 16 tie wire 16no.of flrs. 1 no.of flrs. 1 no.of flrs. 1

RESULT RESULT RESULT main bars- 11.93 pcs. 16 mm dia. main bars- 17.07 pcs. 16 mm dia. main bars- 13.00 pcs.stirrups 28.44 pcs. 10 mm dia. stirrups 43.95 pcs. 10 mm dia. stirrups 33.54 pcs.GI.tie wire 4.09 kgm. 16 GI.tie wire 5.86 kgm. 16 GI.tie wire 4.47 kgm.cement 10.50 bags 40 kgm cement 16.8 bags 40 kgm cement 12.60 bagssand 0.63 cu.m. river sand 1.008 cu.m. river sand 0.76 cu.m.gravel 1.26 cu.m. 3/4" dia. gravel 2.016 cu.m. 3/4" dia. gravel 1.51 cu.m.2" x 2" 157.78 pcs. 631.11 bd ft. 2" x 2" 29.16667 pcs. 116.6667 bd ft. 2" x 2" 22.50 pcs.plywood 19.72 sheets plywood 3.645833 sheets plywood 2.81 sheets2"x 3"x14 960.00 bd ft 137.14 pcs 2"x 3"x14 168 bd ft 24.00 pcs 2"x 3"x14 126.00 bd ft2"x2"x14 747.20 bdft 160.11 pcs 2"x2"x14 130.76 bdft 28.02 pcs 2"x2"x14 98.07 bdft

SLAB 1 SLAB 2 SLAB 3L = 0 L = 0 L =

S = 0 S = 0 S =slab thk.= 0 slab thk.= 0

L- side bot.bar spacing = 0 16 mm L- side bot.bar spacing = 0 16 mm L- side s- side top bar spacing = 0 16 mm s- side top bar spacing = 0 16 mm s- sideL- side top bar spacing = 0 12 mm L- side top bar spacing = 0 12 mm L- side s- side bot. bar spacing = 0 12 mm s- side bot. bar spacing = 0 12 mm s- side

tiewire = 16 # tiewire = 16 #no of bays of slabs= 0 bays no of bays of slabs= 0 baysno. of floors 0 no. of floors 0

RESULT RESULT RESULT bot. Bars #DIV/0! pcs 16 mm dia. bot. Bars #DIV/0! pcs 16 mm dia. bot. Barstop. Bars #DIV/0! pcs 12 mm dia. top. Bars #DIV/0! pcs 12 mm dia. top. Barstie wire #DIV/0! kgm 16 # tie wire #DIV/0! kgm 16 # tie wirecement 0 bags 40 kgms cement 0.00 bags 40 kgms cementsand 0 cu.m. 0 river sand 0.00 cu.m. river sandgravel 0 cu.m. 3/4" dia. gravel 0.00 cu.m. 3/4" dia. gravel2"x2"x14' 0.00 pcs 0 bdft. 2"x2"x14' 0.00 pcs 0 bdft. 2"x2"x14'plywood 0 sheets plywood 0.00 sheets plywood2"x3"x14' 0 pcs 0 bd.ft. 2"x3"x14' 0.00 pcs 0 bd.ft. 2"x3"x14'

WALLFOOTING GROUND FLOORING 1 GROUNDFLOORING 2

depth = 0.2 L = 10.5 L = 0width = 0.4 S = 9.5 S = 0

OVER ALL LENGTH = 60.42 m dist. Of matting bars= 0.4 m dist. Of matting bars= 0.4 mcont.bars 2 12 mm thickness of flooring= 0.1 m thickness of flooring= 0.1 m

size of hoops = 10 mm bars size= 10 mm bars size= 10 mmspacing of hoops = 0.6 tie wires= # 16 tie wires= # 16

tiewire= 16 # no. of bays = 1 bays no. of bays = 1 baysdepth of hole 0.5 RESULT RESULT

RESULT matting 95.56 pcs 10 matting 0.00 pcs 10cont. bars 21.20 pcs 12 mm dia. tiewire 7.20 pcs 16 tiewire 0.00 pcs 16hoops 7.14 pcs 10 mm dia. cement 99.75 bags cement 0.00 bagstiewire 1.15 kls 16 # sand 5.99 cu.m. sand 0.00 cu.m.cement 48.34 bags 40 kgm gravel 11.97 cu.m. gravel 0.00 cu.m.sand 2.90 cu.m. 0 river

gravel 5.80 cu.m. 3/4" dia.wall footing excavation 12.084 cu m ok

ROOFING hip/gable (main) ROOFING hip/gable (branch 1) ROOFING hip/gable (branch 2)height of king post 5 m h= 7.81 height of king post 3 m h= 4.24 height of king post 1.5span of truss 10 m in ft.= 26.03 span of truss 4 m in ft.= 14.14 span of truss 6length of overhang 1 m area= 234.31 length of overhang 1 m area= 16.97 length of overhang 1

suggested length of g.i. suggested length of g.i.

ridge length 15 width length ft. ridge length 2 width length ft. ridge length 6gutter length 15 1 10 gutter length 2 1 8 gutter length 5

RESULT RESULT RESULT26.62652 30.00 30.00 pre fab roof 9.117636 4.00 4.00 pre fab roof 11.77739 10.00 10.00

2.603417 3 234.3075 L.m. 1.767767 2 16.97056 L.m. 1.424001 2G.I. sht. 90 pcs # 26 g.i. sheet 10 G.I. sht. 8 pcs # 26 g.i. sheet 8 G.I. sht. 20 pcs # 26 g.i. sheetgutter 27 pcs. 8' prefeb gutter (spanish) gutter 10 pcs. 8' prefeb gutter (spanish) gutter 12 pcs. 8' prefeb gutter (spanish)ridge roll 7 pcs. 8' prefab ridge 6.52 ridge roll 1 pcs. 8' prefab ridge 0.87 ridge roll 3 pcs. 8' prefab ridgeteckscrew 1080 pcs. 2 1/2" teckscrew teckscrew 96 pcs. 2 1/2" teckscrew teckscrew 240 pcs. 2 1/2" teckscrewrivets 408 pcs # 1/8 blind rivets rivets 132 pcs # 1/8 blind rivets rivets 180 pcs # 1/8 blind rivets

septic tank tile works cr:width 1.5 height of tiles 1.8 13.32 3.3overall lenght 4.2 length 2.2 wall area floor areanumber of chambers 3 width 1.5depth of chamber 2 size height width

RESULT partitions 0 0 0chb 186 pcs length widthchb and matting reinf. 18.464 pcs counter 0 0 area 0tie wire 0.6045 kgm.cement 28.82 bags w in inches L in inches

sand 5.2075 cu.m. tiles size 16 16 0.17gravel 10.415 cu.m. 0.41 0.41excavation 5.616 cu.m. wall tiles 62.1 pcs

floor tiles 11.2 pcs TOTAL AT CR'S= 73.3 74.02x3x12 coco in bdft 25.4826 4.2471 pcs counter tiles 0.0 pcs1/4"x4x8 plywood 1.625 pcs

tile adhesive 1.7 bagstile trim 3.9 pcs

footing excavationW D No. of Cols Total Cum

0.8 1 10 6.40.75 1 2 1.2

total 7.6 cu m

BEAM 3

mmmmmm

RESULT ok16 mm dia.10 mm dia.1640 kgm

river3/4" dia.

90.00 bd ft.

18.00 pcs21.02 pcs

SLAB 30

0slab thk.= 0

bot.bar spacing = 0 12 mmtop bar spacing = 0 12 mmtop bar spacing = 0 12 mmbot. bar spacing = 0 12 mm

tiewire = 16 #no of bays of slabs= 0 baysno. of floors 0

RESULT #DIV/0! pcs 12 mm dia.#DIV/0! pcs 12 mm dia.#DIV/0! kgm 16 #

0.00 bags 40 kgms0.00 cu.m. river0.00 cu.m. 3/4" dia.0.00 pcs 0 bdft.0.00 sheets0.00 pcs 0 bd.ft.

CHB, MORTAR & PLASTER back fill

sq. m. of wall 223.55 sq.m.sq.m. of window 19.56 sq.m.

sq.m. of door 12.6 sq.m.RESULT


sand 9.914002 cu.m.


cement 249.2 bagssand 17.4 cu.m.10mm dia. 153.6 pcs.

tie wire 6.7 kgm.

ROOFING hip/gable (branch 2) ROOFING hip/gable (branch 3)m h= 4.27 height of king post 1 m h= 2.69m in ft.= 14.24 span of truss 3 m in ft.= 8.98m area= 46.99 length of overhang 1 m area= 21.54suggested length of g.i. suggested length of g.i.

width length ft. ridge length 4 width length ft.1 10 gutter length 4 1 10

RESULT RESULTpre fab roof 8.1610129 8.00 8.00 pre fab roof46.99202 L.m. 0.897527 1 21.54 L.m.

pcs # 26 g.i. sheet 10 G.I. sht. 8 pcs # 26 g.i. sheet 10pcs. 8' prefeb gutter (spanish) gutter 9 pcs. 8' prefeb gutter (spanish)pcs. 8' prefab ridge 2.61 ridge roll 2 pcs. 8' prefab ridge 1.74pcs. 2 1/2" teckscrew teckscrew 96 pcs. 2 1/2" teckscrewpcs # 1/8 blind rivets rivets 132 pcs # 1/8 blind rivets

PROJECT:OWNER:LOCATION:

FOOTING 1 UNIT PRICE TOTAL PRICE

matting 16.8 pcs 16 mm P 200.00 P 3,368.42 tie wire 2.0 kgm. 16 # P 60.00 P 122.26 cement 16.0 bags 40 kgm P 230.00 P 3,680.00 sand 1.0 cu.m. river P 1,200.00 P 1,152.00 gravel 1.9 cu.m. 3/4" dia. P 1,500.00 P 2,880.00 excavation 6.4 cu.m. P 1,000.00 P 6,400.00

P 17,602.69 FOOTING 2 P Pmatting 3.0 pcs 16 mm P 300.00 P 900.00 tie wire 0.3 kgm. 16 # P 60.00 P 20.38 cement 3.0 bags 40 kgm P 230.00 P 690.00 sand 0.2 cu.m. 0 river P 1,200.00 P 216.00 gravel 0.4 cu.m. 3/4" dia. P 1,500.00 P 540.00 excavation 1.2 cu.m. P 1,000.00 P 1,200.00

P 3,566.38 COLUMN 1 P Pmain bars 26.3 pcs 16 mm dia. P 20.00 P 526.32 2ndry bars 0.0 pcs 12 mm dia. P 10.00 P - L-ties 38.1 pcs 10 mm dia. P 10.00 P 380.70 G.I.tiewire 7.0 kgm 16 # P 10.00 P 70.19 cement 23.4 bags 40 kgm P 1.00 P 23.44 sand 1.4 cu.m. river P 10.00 P 14.06 gravel 2.8 cu.m. 3/4" dia P 12.00 P 33.75 solving for vertical support: P P2"x 3"x14' 131.25 bd ft. 18.75 pcs P 26.00 P 3,412.50 solving for horizontal support: P P2"x 2"x14' 787.5 bd ft. 168.8 pcs P 26.00 P 20,475.00 solving for diagonal brace: P P2"x2"x14 437.625 bd ft. 93.78 pcs P 26.00 P 11,378.25 plywood 15.625 pcs P 350.00 P 5,468.75 2" x 2" 49.6 pcs P 26.00 P 1,290.86

P 43,073.82 COLUMN 2 P Pmain bars 5.3 pcs 16 mm dia. P 20.00 P 105.26 2ndry bars 0.0 pcs 12 mm dia. P 10.00 P - L-ties 6.5 pcs 10 mm dia. P 10.00 P 65.26 G.I.tiewire 1.4 kgm 16 # P 10.00 P 14.04 cement 3.8 bags 40 kgm P 1.00 P 3.75 sand 0.2 cu.m. 0 river P 10.00 P 2.25 gravel 0.5 cu.m. 3/4" dia P 12.00 P 5.40 solving for vertical support: P P2"x 3"x14' 52.5 bd ft. 7.5 pcs P 26.00 P 1,365.00 solving for horizontal support: P P - 2"x 2"x14' 157.5 bd ft. 33.75 pcs P 26.00 P 4,095.00 solving for diagonal brace: P P2"x2"x14 87.5 bd ft. 18.76 pcs P 26.00 P 2,275.65 plywood 2.9 pcs P 350.00 P 1,002.60 2" x 2" 9.1 pcs P 26.00 P 236.66

P 9,170.88 BEAM 1 P Pmain bars- 11.9 pcs. 16 mm dia. P 1.00 P 11.93 stirrups 28.4 pcs. 10 mm dia. P 3.00 P 85.33

GI.tie wire 4.1 kgm. 16 P 2.00 P 8.17 cement 10.5 bags 40 kgm P 6.00 P 63.00 sand 0.6 cu.m. 0 river P 10.00 P 6.30 gravel 1.3 cu.m. 3/4" dia. P 10.00 P 12.60 2" x 2" 157.8 pcs. 631.1 bd ft. P 26.00 P 4,102.22 plywood 19.7 sheets P 350.00 P 6,902.78 2"x 3"x14 960.0 bd ft 137.1 pcs P 26.00 P 24,960.00 2"x2"x14 747.2 bdft 160.1 pcs P 26.00 P 19,427.20

P 55,579.53 BEAM 2 P Pmain bars- 17.1 pcs. 16 mm dia. P 1.00 P 17.07 stirrups 44.0 pcs. 10 mm dia. P 3.00 P 131.85 GI.tie wire 5.9 kgm. 16 P 2.00 P 11.73 cement 16.8 bags 40 kgm P 6.00 P 100.80 sand 1.0 cu.m. 0 river P 10.00 P 10.08 gravel 2.0 cu.m. 3/4" dia. P 10.00 P 20.16 2" x 2" 29.2 pcs. 116.7 bd ft. P 26.00 P 758.33 plywood 3.6 sheets P 350.00 P 1,276.04 2"x 3"x14 168.0 bd ft 24 pcs P 26.00 P 4,368.00 2"x2"x14 130.8 bdft 28.02 pcs P 26.00 P 3,399.76

P 10,093.83 BEAM 3 P Pmain bars- 13.0 pcs. 16 mm dia. P 1.00 P 13.00 stirrups 33.5 pcs. 10 mm dia. P 3.00 P 100.61 GI.tie wire 4.5 kgm. 16 P 2.00 P 8.95 cement 12.6 bags 40 kgm P 6.00 P 75.60 sand 0.8 cu.m. 0 river P 10.00 P 7.56 gravel 1.5 cu.m. 3/4" dia. P 10.00 P 15.12 2" x 2" 22.5 pcs. 90.0 bd ft. P 26.00 P 585.00 plywood 2.8 sheets P 350.00 P 984.38 2"x 3"x14 126.0 bd ft 18.0 pcs P 26.00 P 3,276.00 2"x2"x14 98.1 bdft 21.0 pcs P 26.00 P 2,549.82

P 7,616.03 SLAB 1 P Pbot. Bars #DIV/0! pcs 16 mm dia. P 12.00 P #DIV/0!top. Bars #DIV/0! pcs 12 mm dia. P 12.00 P #DIV/0!tie wire #DIV/0! kgm 16 # P 16.00 P #DIV/0!cement 0.0 bags 40 kgms P 20.00 P - sand 0.0 cu.m. 0 river P 10.00 P - gravel 0.0 cu.m. 3/4" dia. P 10.00 P - 2"x2"x14' 0.0 pcs 0 bdft. P 26.00 P - plywood 0.0 sheets P 350.00 P - 2"x3"x14' 0.0 pcs 0 bd.ft. P 26.00 P -

P #DIV/0!SLAB 2 P Pbot. Bars #DIV/0! pcs 16 mm dia. P 12.00 P #DIV/0!top. Bars #DIV/0! pcs 12 mm dia. P 12.00 P #DIV/0!tie wire #DIV/0! kgm 16 # P 16.00 P #DIV/0!cement 0.0 bags 40 kgms P 20.00 P - sand 0.0 cu.m. 0 river P 10.00 P - gravel 0.0 cu.m. 3/4" dia. P 10.00 P - 2"x2"x14' 0.0 pcs 0 bdft. P 26.00 P - plywood 0.0 sheets P 350.00 P - 2"x3"x14' 0.0 pcs 0 bd.ft. P 26.00 P -

P #DIV/0!SLAB 3 P Pbot. Bars #DIV/0! pcs 12 mm dia. P 12.00 P #DIV/0!

top. Bars #DIV/0! pcs 12 mm dia. P 12.00 P #DIV/0!tie wire #DIV/0! kgm 16 # P 16.00 P #DIV/0!cement 0.0 bags 40 kgms P 20.00 P - sand 0.0 cu.m. 0 river P 10.00 P - gravel 0.0 cu.m. 3/4" dia. P 10.00 P - 2"x2"x14' 0.0 pcs 0 bdft. P 26.00 P - plywood 0.0 sheets P 350.00 P - 2"x3"x14' 0.0 pcs 0 bd.ft. P 26.00 P -

P #DIV/0!WALL FOOTING: P Pcont. bars 21.2 pcs 12 mm dia. P 2.00 P 42.40 hoops 7.1 pcs 10 mm dia. P 1.00 P 7.14 tiewire 1.2 kls 16 # P 3.00 P 3.45 cement 48.3 bags 40 kgm P 21.00 P 1,015.06 sand 2.9 cu.m. river P 22.00 P 63.80 gravel 5.8 cu.m. 3/4" dia. P 6.00 P 34.80

P 1,166.65 GROUND FLOORING 1 P Pmatting 95.6 pcs 10 mm P 1.00 P 95.56 tiewire 7.2 pcs 16 mm P 3.00 P 21.61 cement 99.8 bags P 2.00 P 199.50 sand 6.0 cu.m. P 6.00 P 35.91 gravel 12.0 cu.m. P 7.00 P 83.79

P 436.37 GROUND FLOORING 2 P Pmatting 0.0 pcs 10 mm P 1.00 P - tiewire 0.0 pcs 16 mm P 3.00 P - cement 0.0 bags P 2.00 P - sand 0.0 cu.m. P 6.00 P - gravel 0.0 cu.m. P 7.00 P -

P - CHB, MORTAR & FINISHING P Pno. of CHB.= 2679 pcs. P 52.00 P 139,331.92 mortar = 120.6 bags P 23.00 P 2,773.24 plaster = 128.6 bags P 2.00 P 257.23 cement 249.2 bags P 2.00 P 498.38 sand 17.4 cu.m. P 3.00 P 52.25 10mm dia. 153.6 pcs. P 2.00 P 307.24 tie wire 6.7 kgm. P 5.00 P 33.49

P 143,253.76 G.I. ROOFING CORRUGATED P P# 26 G.I. sht. 126 shts 10 ' P 52.00 P 6,552.00 gutter 58 pcs 8' P 3.00 P 174.00 ridge roll 13 pcs 8' P 2.00 P 26.00 teckscrew 1512 pcs 2 1/2" P 3.00 P 4,536.00 rivets 852 pcs 1/8" P 1.00 P 852.00

P 12,140.00

MATERIALS P #DIV/0!40% LABOR P #DIV/0!10% CONT. P #DIV/0!

TOTAL : P #DIV/0!

COST ESTIMATESARCHITECTURAL WALLS

ground floor openings windowslow ground Length height area item height width qty area

0.3 60.42 3.3 217.51 w1 2.05 4.2 1 8.61

w2 1.2 2.4 1 2.88

second floor w3 1.2 1.8 2 4.32

Length height area w4 1.2 1.2 3 4.32

0 0 0 w5 1.2 0.6 3 2.16

w6 0.6 0.6 3 1.08

third floor w7 0 0 0 0

Length height area w8 0 0 0 0

0 0 0 w9 0 0 0 0

w10 0 0 0 0

fourth floor total 23.37 Length height area openings doors

0 0 0 item height width qty area

D1 2.1 0.9 1 1.89

fifth floor D2 2.1 2.55 1 5.355

Length height area D3 2.1 0.8 4 6.72

0 0 0 D4 2.1 0.6 3 3.78

D5 0 0 0 0

area total 217.51 TOTAL 17.745wall area 217.512 sq.m. SLIDING DOOR ALUMN.CASEdoor area 17.745 sq.m. D6 0 0 0 0

window area 23.37 sq.m. D7 0 0 0 0

total area ### sq.m. D8 0 0 0 0

total area for pa ### sq.m. D9 0 0 0 0

total 0

sun buffers alumn. # floors 2height of opening width total L

3.2 2.5 230.6

dist. Bet. Louvers angle bracket total L

0.1 132 of angle

no. of louvers angle corner bracket 26

66 12.8 528

fixed louvers size: 0.6 1.2length of opening height number of module

50 1.2 83.3333333333

total sq.m.

60

ARCHITECTURAL CEILING: ARCHITECTURAL FLOOR TILES:

ground floor ground floor Length width area Length width area

10.56 11.65 123.02 10 8.888 88.88

second floor second floor Length width area Length width area

0 0 0 0 0 0

third floor third floor Length width area Length width area

0 0 0 ceiling 0 0 0

fourth floor fourth floor Length width area Length width area

0 0 0 0 0 0

fifth floor fifth floor Length width area Length width area

0 0 0 0 0 0

area total 123.02 area total 88.88ceiling area 123.024 sq.m. floor area 88.88 sq.m.

eaves ce 0 - - total ceiling are ### sq.m. stairs # floors 0

height Length width area

0 0 0 00 0

ramps # floors 0height Length width area

0 0 0 00

COST ESTIMATES

4" hollow blocks:qty unit item unit price total price

2,205 pcs. 4" concrete hollow blocks 15.00 33,074.44 93 bags 40 kgm portland cement 250.00 23,152.11 8 cu.m. river sand 1,500.00 11,576.05

6" hollow blocks:

qty unit item unit price total price

2,205 pcs. 6" concrete hollow blocks 15.00 33,074.44 179 bags 40 kgm portland cement 250.00 44,672.54 15 cu.m. river sand 1,500.00 22,325.25

plaster class b


68 bags 40 kgm portland cement 250.00 16,934.11 6 cu.m. river sand 1,500.00 8,467.06

paint works masonry wall


5 gal. concrete neutralizer - -

11 gal. premix patching compound masonry - - 13 gal. flat wall primer paint - - 21 gal. 2 coats - elastomeric paint top coat - - 3.96 m. sand paper - -

3 pcs. roller brush - -

3 pcs. 2" paint brush - -

3 pcs. roller pan - -

paint works doors


1 gal. premix patching compound wood - - 1 gal. flat wall enamel primer paint - - 2 gal. 2-coats gloss enamel paint - - 0 m. sand paper - -

0 gal. paint thinner 1,500.00 567.84

0 pcs. roller brush - - 0 pcs. 2" paint brush - - 0 pcs. roller pan - -

wood ceilingqty unit item unit price total price

574 bd ft. 2 x 2 x 12 luaan lumber 23.00 13,205.52 144 pcs. 92.00 13,205.52 43 sheets 3/16" x 4 x 8 concrete boards 1,500.00 64,075.00 2 kg. 1" finishing nails 55.00 129.22 6 kg. 2 1/2 " cwn 50.00 307.56

paint works ceilingqty unit item unit price total price

4 gal. premix patching compound masonry 1,200.00 4,920.96 5 gal. flat wall latex primer paint 1,500.00 7,381.44 8 gal. 2-coats gloss elastomeric paint 1,600.00 13,122.56 2 m. sand paper 150.00 230.67 2 roll tape 30.00 61.51

light metal frames (labor and materials)qty unit item unit price total price

123 sq.m. light frames w/ 3/16 conc. Boards 750.00 92,268.00

floor tiles:


583 pcs. 16 x 16 ceramic floor tiles 15.00 8,749.13

11 bags 25kg. Tile adhesive 250.00 2,777.50 22 bags 2 kg. Tile grout 1,500.00 33,330.00 4 pcs. large tile trim 55.00 244.42

stairsqty unit item unit price total price

- pcs. 16 x 16 ceramic floor tiles 15.00 -

- bags 25kg. Tile adhesive 250.00 - - bags 2 kg. Tile grout 1,500.00 - - pcs. 8' rubber nosing 55.00 - - sq.m. steel railing 55.00 -

rampsqty unit item unit price total price

- pcs. 8 x 8 chequered tiles 15.00 - - bags 25kg. Tile adhesive 250.00 - - bags 2 kg. Tile grout 1,500.00 -

- sq.m. steel railing 55.00 -

jalousie 792 steel case 2500alumn slide 4166

windows with thick clear glassqty unit item unit price

ok 1 unit w1 steel casement window w/ 3/16 c.glass 2,500.00 1 unit w2 alumn. Sliding wdw analok w/ bronze glass 2,500.00 2 unit w3 jalousie window 3,000.00 3 unit w4 450.00 3 unit w5 1,300.00 3 unit w6 200.00 - unit w7 100.00 - unit w7 500.00 - unit w9 600.00 - unit w10 800.00

pre fab doors with jamb and lockset

qty unit item unit price

1 unit D1 prefab panel type solid door, 4,166.00 1 unit D2 4,166.00 4 unit D3 5,100.00 3 unit D4 8,000.00 - unit D5 pvc pre fab door .60 x 2.10m 7,000.00

aluminum casement sliding door with 1/4" glass

- unit D6 4,166.00 - unit D7 512.00 - unit D8 2,354.00

- unit D9 562.00

aluminum buffers qty unit item unit price

231 mtr. 2" x 4" alumn. Square tube analok - 26 mtr. 3/16" x 1 1/2" x 1 1/2" alumn.angle - 528 pcs. 1/4" dia. Blind rivets -

aluminum buffers / sq.


16.00 sq.m. 2" x 4" alumn. Square tube analok -

fixed louvers


83 units .6 x 1.2 G.I. metal fixed louvers - 60 sq.m. .6 x 1.2 G.I. metal fixed louvers -

ok

ok

total price

21,525.00 7,200.00 12,960.00 1,944.00 2,808.00 216.00 - - - -

total price

7,873.74 22,308.93 34,272.00 30,240.00 -

aluminum casement sliding door with 1/4" glass

- - - -

total price

- - -

total price

-

total price

- -

septic tank:

width 1.3overall lenght 3.6number of chambers 3depth of chamber 1.2

area of wall 14.88cover volume 0.585volume wf 0.992volume flooring 0.468

chb 186matting 18.464 pcstie wire 0.6045 kgm.cement 28.82 bagssand 5.2075 cu.m.gravel 10.415 cu.m.excavation 5.616 cu.m.

2x3x12 coco 25.4826 4.2471 pcs1/4"x4x8 plywood 1.625 pcs

tile works cr: wall area floor areaheight of tiles 1.8 10.26 1.85length 1.85width 1

height widthpartitions 0 size 0 0

length widthcounter 0 0 area 0

w in " L in "tiles size 16 16 0.17

0.41 0.41

wall tiles 62.12122 pcsfloor tiles 11.20119 pcscounter tiles 0 pcs

tile adhesive 1.73 bagstile trim 3.875 pcs

BILL OF MATERIALS & COST ESTIMATE

QTY. UNIT ITEM UNIT PRICE (P) TOTAL PRICE (P)A. MASONRY

2,205 PCS. PCS. 4" X 8" X16" CHB 10.00395 BAGS PORTLAND CEMENT 207.00

28 CU.M. GRAVEL 1200.0022 CU.M. WASHED RIVERSAND 1200.00

B. FORMS & SCAFFOLDINGS LUMPSUMC. HARDWARE 30,000.00

PCS. 10 MM Ø X 6.00 M STEEL BAR 131.50PCS. 14 MM Ø X 6.00 M STEEL BAR 262.50PCS. 16 MM Ø X 6.00 M STEEL BAR 300.00 0.00KLS. # 16 G.I. TIE WIRE 55.00 0.00

0.00D. DOORS & WINDOWS LUMPSUM 0.00E. ROOFING 200,000.00

PCS. 2'" X 12" X 10' ARMOUR WOOD 1,920.00PCS. 2" X 8" X 10' ARMOUR WOOD 950.00 0.00PCS. 2" X 3" X 10' ARMOUR WOOD 390.00 0.00PCS. 2" X 4" X 10' ARMOUR WOOD 520.00 0.00PCS. 2" X 6" X 10' ARMOUR WOOD 780.00 0.00PCS. T & G 500.00 0.00

GALLONS SOLIGNUM CLEAR 950.00 0.00PCS. CORRUGATED G.I. SHEET ROOFING 245.00 0.00

0.000.00

F. ELECTRICALPCS. 40 W FLOURESCENT LAMP 210.00PCS. 25 W PIN LIGHT 120.00 0.00

SUB TOTAL

SUB TOTAL

SUB TOTAL

PCS. LIGHT SWITCH SINGLE GANG 72.00 0.00PCS. LIGHT SWITCH TWO GANG 114.00 0.00PCS. LIGHT SWITCH THREE GANG 160.00 0.00PCS. ACU OUTLET 250.00 0.00PCS. CONVENIENCE OUTLET TWO GANG 168.00 0.00PCS. CONVENIENCE OUTLET ONE GANG 108.00 0.00ROLL NO. 12 AWG ( 3.5 MM² ) TW 2,876.00 0.00ROLL NO. 10 AWG ( 5.5 MM² ) TW 4,182.00 0.00ROLL NO. 8 AWG ( 8 MM² ) TW 6,187.14 0.00ROLL NO. 1 AWG TW 39,175.00 0.00ROLL NO. 6 AWG (14 MM² ) TW 10,775.00 0.00ROLL NO. 0000 AWG TW 76,964.50 0.00PCS. PANEL BOARD, 12 BRANCHES BOLT ON 4,191.50 0.00PCS. PANEL BOARD, 4 BRANCHES BOLT ON 2,492.00 0.00PCS. PANEL BOARD, 4 BRANCHES BOLT ON 2,492.00 0.00PCS. 15A CIRCUIT BREAKER 230.00 0.00PCS. 20A CIRCUIT BREAKER 230.00 0.00PCS. 30A CIRCUIT BREAKER 230.00 0.00PCS. 40A CIRCIUT BREAKER 263.00 0.00PCS. 100A CIRCUIT BREAKER 1,079.00 0.00PCS. 195A CIRCUIT BREAKER 2,158.00 0.00

SUB TOTAL 0.00G. PLUMBING 0.00

SETWATER CLOSET, LAVATORY, KITCHEN SINK 3,560.00PCS. FLOOR STRAINER 4" X 4" STAINLESS 75.00 0.00PCS. 4" Ø X 6.00 M PVC PIPE 594.00 0.00PCS. 2" Ø X 6.00 M PVC PIPE 230.00 0.00PCS. CLEAN OUT W/ PLUG 4" Ø 51.30 0PCS. WYE 2" X 4" FITTING 88.35 0.00PCS. WYE 2" X 2" FITTING 30.40 0.00PCS. TEE WYE 2" X 2" FITTING 30.40 0.00PCS. ¼ BEND 2" X 2" FITTING 21.85 0.00PCS. P-TRAP 2" Ø 68.40 0PCS. ¼ BEND 4" FITTING 58.50 0.00PCS. TEE 2" X 2" FITTING 43.00 0.00

0.00H. WATER DISTRIBUTION MATERIALS LUMPSUM 0.00

6,000.00236,000.00

10% CONTINGENCIES 30% LABOR 23,600.00

APPROVED BY: 70,800.00 GRAND TOTAL

330,400.00 SAY

3,200,000.00

SUB TOTAL

TOTAL

f1 f2 c1/c2 b1/2/3 wf flr6.40 1.20 12.084

f1 f2 c1/c2 b1/2/3 wf flrchbcement 16.00 3.00 27.19 39.90 48.34 99.75gravel 1.92 0.36 3.26 4.79 5.80 11.97sand 0.96 0.18 1.63 2.39 2.90 5.99

reinforcement bars10mm dia 44.60 105.93 28.34 95.5616mm dia 16.84 3.00 31.58 42.00

tie wire 2.04 0.34 8.42 14.43 1.15 7.20

wall total19.68 cu m

wall total round2204.963 2204.963 2205160.3449 394.52 395

28.10 287.717369 21.77 22

153.6224 428.05 428.0093.42 93.00

6.69865 40.28 40.00

DO NOT INPUT AT DIAGONAL . ONLY AT TOP CHORD , VERTICAL AND HORIZONTAL

c

z3y3

x4 x3r2

r1 p2 p3p1

q1 q2

truss 1top chord vertical horizontal diagonalc= 8.32 b= 2.16 x1= 1.64 z1= 2.291201

y1= 1.6 x2= 1.64 z2= 2.003023y2= 1.15 x3= 1.64 z3= 1.764115y3= 0.65 x4= 1.64 r2= 0.964832p1= 0.25 q1= 0.71 r1= 0.752728p2= 0.47 q2= 0.71p3= 0.68

total top c= 8.32 total vert= 6.96 total hor= 7.98 total diag= 7.775898








y1= 1.49 x2= 1.49 z2= 2.107178y2= 1.49 x3= z3= 0y3= x4= r2= 0.97p1= 0.26 q1= 0.72 r1= 0.765506p2= 0.47 q2= 0.72p3= 0.69



y1= 0.55 x2= 1.33 z2= 1.33y2= x3= z3= 0y3= x4= r2= 0.96p1= 0.25 q1= 0.71 r1= 0.752728p2= 0.46 q2= 0.71p3= 0.68









y1= 0.35 x2= 0.62 z2= 0.62y2= x3= z3= 0y3= x4= r2= 0.48p1= 0.25 q1= 0.7 r1= 0.743303p2= 0.48 q2=p3=


PURLINSTOTAL L /6M NO. OF PCS ROUNDED

178.73 6 29.78833333 pcs 30

GUTTERtotal peri. Sec. of gutter total gutter L area(sqm) area of plain GI Sheet no. of sheets

0.85 45 38.25 2.88 13.28125

VALLEY GUTTERSwidth total L area(sqm) area of plain GI Sheet no. of sheets

0.4 7.36 2.944 2.88 1.022222GI Facia Flushing

width total L area(sqm) area of plain GI Sheet no. of sheets0.3 45 13.5 2.88 4.6875

GI roofingtotal area effective area no. of sheets

140.29 2.4 58.45417RIDGE ROLL

width total L area(sqm) area of plain GI Sheet no. of sheets0.5 32.17 16.085 2.88 5.585069

SCRATCH PURLIN PERIMETERS40.0835.2830.4924.6819.8914.24

9.444.63

000

TOTA L L 178.73FACIA BOARD

width total L area(sqm) area of BOARD NO. OF PCS0.3 45 13.5 2.88 4.6875

DO NOT INPUT AT DIAGONAL . ONLY AT TOP CHORD , VERTICAL AND HORIZONTAL

z1 by1

z2y2

x2 x1

mano2 modetop and bottom

truss 1 50.54half truss 1 28.4half truss 2 19.38half truss 3 14.33hip truss 1 36.2hip truss 2 22.5hip truss 3 15.66rafter 14.014

overall total= 31.03589775 meters




grand total 152.0663669 meters /6m 25.34439 pcsTIMES 2= 50.688788982 51

ROUNDED14

ROUNDED2

ROUNDED5

ROUNDED59

ROUNDED6

NO. OF PCS ROUNDED5 PCS

members total length79.48 130.0226.43 54.8315.56 34.9410.88 25.2138.67 74.8713.35 35.85

6.8 22.467.09 21.104

overall length 399.284x2 798.568divide 6 com L 133.0946667rounded 134 pcs

PROJECT TITLE: PROPOSED 3- BEDROOM RESIDENTIAL BUILDING

SUBMITTED BY : RYAN ONEIL T. GALOLO BS ARCH 5

Item Description Quantity Unit Unit Cost (Php) Total Cost (Php)I. EARTHWORKSA. Excavation

Excavation for Foundation 7.60 cu.m. 750.00 5,700.00 Excavation for Septic Tank 5.616 cu.m. 750.00 4,212.00 Excavation for Wall Footing 12.084 cu.m. 750.00 9,063.00

Labor Cost (30%) Php 5,692.50 Total Item I-A Php 5,692.50

B. BackfillAnapog 19.68 cu.m 350.00 6,889.40

Material Cost Php 6,889.40 Labor Cost (30%) Php 2,066.82 Total Item I-B Php 8,956.22

MATERIAL COST Php 6,889.40 LABOR COST Php 7,759.32 TOTAL ITEM I Php 14,648.72

II. MASONRY WORKSA. Footings

40-kg Portland Cement 19 bags 255.00 4,845.00 Sand 2.00 cu.m. 950.00 1,900.00 3/4'' Gravel 3 cu.m. 1,150.00 3,450.00 16mm dia. Rebar 20.00 pcs. 150.00 3,000.00 #16 GI Tie Wire 3.00 kg 70.00 210.00

Material Cost Php 13,405.00 Labor Cost (30%) Php 4,021.50 Total Item II-A Php 17,426.50

B. Columns40-kg Portland Cement 28.00 bags 225.00 6,300.00 Sand 2.00 cu.m. 950.00 1,900.00 3/4'' Gravel 4.00 cu.m. 1,150.00 4,600.00 16mm dia. Rebar 32.00 pcs. 150.00 4,800.00 10mm dia. Rebar 45.00 pcs. 135.00 6,075.00 #16 GI Tie Wire 9.00 kg 70.00 630.00

Material Cost Php 24,305.00 Labor Cost (30%) Php 7,291.50 Total Item II-B Php 31,596.50

C. Roof Beams40-kg Portland Cement 40.00 bags 225.00 9,000.00 Sand 3.00 cu.m. 950.00 2,850.00 3/4'' Gravel 5.00 cu.m. 1,150.00 5,750.00 16mm dia. Rebar 42.00 pcs. 150.00 6,300.00 10mm dia. Rebar 106.00 pcs. 135.00 14,310.00 #16 GI Tie Wire 15.00 kg 70.00 1,050.00

Material Cost Php 39,260.00 Labor Cost (30%) Php 11,778.00 Total Item II-C Php 51,038.00

D. Flooring40-kg Portland Cement 100.00 bags 225.00 22,500.00 Sand 6.00 cu.m. 950.00 5,700.00 3/4'' Gravel 12.00 cu.m. 1,150.00 13,800.00 10mm dia. Rebar 96.00 pcs. 135.00 12,960.00 #16 GI Tie Wire 7.20 kg 70.00 504.00

Material Cost Php 55,464.00 Labor Cost (30%) Php 16,639.20 Total Item II-D Php 72,103.20

E. Wall Footing40-kg Portland Cement 49.00 bags 225.00 11,025.00 Sand 3.00 cu.m. 950.00 2,850.00 3/4'' Gravel 6.00 cu.m. 1,150.00 6,900.00 10mm dia. Rebar 29.00 pcs. 135.00 3,915.00 #16 GI Tie Wire 2.00 kg 70.00 140.00

Material Cost Php 24,830.00 Labor Cost (30%) Php 7,449.00 Total Item II-E Php 32,279.00

F. CHB Walling4" thk Concrete Hollow Blocks 2205.00 pcs. 9.50 20,947.50 40-kg Portland Cement 161.00 bags 225.00 36,225.00 Sand 8.00 cu.m. 950.00 7,600.00 10mm dia. Rebar 154.00 pcs. 135.00 20,790.00 #16 GI Tie Wire 7.00 kg 70.00 490.00

Material Cost Php 86,052.50 Labor Cost (30%) Php 25,815.75 Total Item II-F Php 111,868.25

G. Septic Tank40- kg Portland Cement 29 bags 225.00 6,525.00 Sand 6 cu.m. 950.00 5,700.00 Gravel 11 cu.m. 1,150.00 12,650.00 CHB 186 pcs 9.50 1,767.00 10mm dia.Rebar 19 pcs 135.00 2,565.00 #16 GI Tie Wire 1 kg 70.00 70.00

Material Cost 29,277.00 Labor Cost (30%) 8,783.10 Total Item II-G 38,060.10

MATERIAL COST Php 272,593.50 LABOR COST Php 81,778.05 TOTAL ITEM II Php 354,371.55

III. ROOFING WORKSA. Roof Framing

2''x3''x1/8''x6' Steel Angle Bar 134 pcs. 310.00 41,540.00 2''x3'' C-Channel 30 pcs. 216.00 6,480.00 No.10- 24x5/8'' Teks Screw 3 box 100.00 300.00 1''x12''x12' Marine Plywood Facia Board 5 sheets 350.00 1,750.00 Welding Rod 8 box 127.00 1,016.00

Material Cost Php 51,086.00 Labor Cost(30%) Php 15,325.80 Total Item III-A Php 66,411.80

B. Roofing and TinsmithingGa.26 Long Span Pre-coated GI Sheets 59 sheets 290.00 17,110.00 Ga.26 Prefab Ridge Roll 6 sheets 152.00 912.00 Ga.26 Prefab Spanish Gutter 14 sheets 152.0 2,128.00 Ga.26 Prefab Valley Gutter 2 sheets 152.0 304.00 Ga.26 Plain GI Facia Flushing & Straps 5 sheets 152.0 760.00 No.10- 24x5/8'' Teks Screw 10 box 100.0 1,000.00 No.2 Blind Rivets 4 box 500.00 2,000.00 Vulca Seal 5 liters 155.0 775.00

Material Cost Php 24,989.00 Labor Cost Php 7,496.70 Total Item III-B Php 32,485.70

MATERIAL COST Php 76,075.00 LABOR COST Php 22,822.50 TOTAL ITEM III Php 98,897.50

IV. WOOD WORKSCeiling

2''x2''x12' S4S Kiln Dried Ceiling Joist 144 pcs. 170.00 24,480.00 1/4''x4'x8' Marine Plywood 43 sheets 350.00 15,050.00 #4 Concrete Nails 7 kg 52.00 364.00#1 Common Wire Nails 3 kg 67.00 201.00

MATERIAL COST Php 40,095.00 LABOR COST Php 12,028.50 TOTAL ITEM IV Php 52,123.50

V. PLUMBING WORKSA. Sanitary and Water Line

1/2" Gate Valve 2 pc 83.00 166.00 1/2" Flow Valve 2 pc 65.00 130.00 1/2" PE Pipe 65 mtrs 13.00 845.00 1/2" G.I. 90 Deg Elbow 11 pcs 10.00 110.00 1/2" G.I.Tee 11 pcs 12.00 132.00 1/2" Coupling 30 pcs 7.00 210.00 1/2" G.I. Nipple 8 pcs 25.00 200.00 1/2" PVC Faucet 6 pcs 180.00 1,080.00 3/4 Teflon Tape 4 rolls 32.00 128.00 1/2" Clip 100 pcs. 1.60 160.00 2" P Trap 4 pcs 71.00 284.00 2" Clean Out Cover 4 pcs 27.00 108.00 2" Pipe 4 pcs 160.00 640.00 2 " 90 Deg 4 pcs 22.00 88.00 2" 45 Deg 8 pcs 22.00 176.00 2" Wye 4 pcs 80.00 320.00 4" Clean Out Cover 8 pcs 60.00 480.00 4" Wye 7 pcs 160.00 1,120.00 4" 45 Deg 11 pcs 55.00 605.00 4" Pipe 6 pcs 611.00 3,666.00 4" Tee 3 pcs 100.00 300.00 4" P trap 3 pcs 142.00 426.00 4" x 2" Tee 3 pcs 96.00 288.00 4" x 2" Wye 4 pcs 92.00 368.00 Pipe Solvent Cement 400cc 6 ltr 140.00 840.00

Material Cost Php 12,870.00 Labor Cost (30%) Php 3,861.00 Total Item (V-A) Php 16,731.00

B. Fixtures4" Floor Drain 3 pcs 180.00 540.00 Water Closet & Lavatory Set 3 set 9,000.00 27,000.00 Shower Set 3 set 1,000.00 3,000.00 Mirror/Cabinet Set 3 set 800.00 2,400.00 Tissue Holdet 3 pc 300.00 900.00 Soap Holder 3 pc 300.00 900.00 1/2" Flexible Hose 3 set 110.00 330.00 Sink Set 1 set 4,000.00 4,000.00

Material Cost Php 39,070.00 Labor Cost (30%) Php 11,721.00

Total Item (V-B) Php 50,791.00

MATERIAL COST Php 51,940.00 LABOR COST (30%) Php 15,582.00 TOTAL ITEM V Php 67,522.00

VI. ELECTRICAL WORKSPanel Board Plug-in 10 Branch 1 set 1,600.00 1,600.00 Utility Box 13 pcs 20.00 260.00 Junction Box 20 pcs 28.00 560.00 #6 TW Wire 50 mtr 52.00 2,600.00 #8 TW Wire 80 mtr 47.00 3,760.00 #12 TW Wire 100 mtr 30.00 3,000.00 #14 TW Wire 100 mtr 26.00 2,600.00 1/2" Flexible Hose 150 mtrs 6.00 900.00 PVC Clip 200 pcs 1.60 320.00 Entrance Cap 1 pcs 65.00 65.00 PVC Pipe 3/4" 16 pcs 65.00 1,040.00 PVC Pipe 1" 2 pcs 80.00 160.00 Insulator Strain 1 pcs 31.00 31.00 Electric Tape 5 rolls 42.00 210.00 90 Deg Long Elbow 15 pcs 25.00 375.00 90 Deg Short Elbow 20 pcs 8.60 172.00 Switch 3 Gang Flush Type (Wild Royu) 5 set 120.00 600.00 Switch Single Gang Flush Type (Wild Royu) 5 set 55.00 275.00 Aircon Outlet Flush Type 1 set 106.00 106.00 Outlet 2-Gang Flush Type 23 set 118.00 2,714.00 Circuit Breaker Plug-in (Koten) 3 set 252.00 756.00 60 Amps 1 pc 1,035.00 1,035.00 20 Amps 6 pcs 230.00 1,380.00 15 Amps 3 pcs 230.00 690.00 10W CFL 6 pcs 84.00 504.00 20W CFL 6 pcs 120.00 720.00 Lighting Socket 12 pcs 150.00 1,800.00

MATERIAL COST Php 28,233.00 LABOR COST (30%) Php 8,469.90 TOTAL COST VI Php 36,702.90

VII. DOORS AND WINDOWSA. Doors

0.90x 2.10 Panel Type Door 1 set 3,500.00 3,500.00 0.90x 2.10 Analok Sliding Door 1 set 5,000.00 5,000.00 0.80x 2.10 Hollow Core Wooden Door 4 set 2,200.00 8,800.00 0.60x 2.10 PVC Door, White 3 set 2,500.00 7,500.00 Door Knob Lockset Faultless 9 set 900.00 8,100.00 Wood Glue 2 liter 136.50 273.00 3 x 3 Loose Pin Hinges 9 pairs 54.00 486.00 #2 Common Wire Nails 2 kg 52.00 104.00 #2 1/2 Common Wire Nails 2 kg 51.00 102.00 #1 Finishing Nail 3 kg 67.20 201.60 #2 Barrel Bolt 9 pcs 37.00 333.00 Stanley Chain Bolt 6" 2 pcs 280.00 560.00 #1 1/2 Common Wire Nails 2 kg 52.00 104.00

Material Cost Php 35,063.60 Labor Cost (30%) Php 10,519.08 Total Item (VII-A) Php 45,582.68

B. WindowsAnalok Sliding Type Window 1 set 6,000.00 6,000.00 Jalousie Holder 12 blades 10 sets 210.00 2,100.00 Jalousie Holder 6 blades 1 set 210.00 210.00 3/16 x4 x 24 Jal. Blades 30 pcs 30.00 900.00

Material Cost Php 9,210.00 Labor Cost (30%) Php 2,763.00 Total Item (VII-B) Php 11,973.00

MATERIAL COST Php 44,273.60 LABOR COST (30%) Php 13,282.08 TOTAL ITEM (VII) Php 57,555.68

VIII. FINISHING WORKS okA. Floor Tiles

16''X16'' Ceramic Tile 584 pcs. 50.00 29,200.00 25-kg Tile Adhesive 12 bags 235.000 2,820.000 2-kg Tile Grout 23 bags 78.00 1,794.00 Large Tile Trim 5 pcs. 50.00 250.00

Material Cost Php 34,064.00 Labor Cost (30%) Php 10,219.20 Total Item (VIII-A) Php 44,283.20

B. T&B Tiles16''X16'' Ceramic Tile 74 pcs. 50.00 3,700.00 25-kg Tile Adhesive 2 bags 235.00 470.00 Large Tile Trim 4 pcs. 50.00 200.00

Material Cost Php 4,370.00 Labor Cost (30%) Php 1,311.00 Total Item (VIII-B) Php 5,681.00

C. Painting Works @ WallConcrete Nuetralizer 6 gal 420.00 2,520.00 Premix Patching Compound Masonry 11 gal 935.00 10,285.00 Flat Wall Primer Paint 13 al 550.00 7,150.00 Elastomeric Paint Top Coat 22 gal 525.00 11,550.00 Sand Paper #120 20 sht 14.00 280.00 Sand Paper #80 20 sht 10.00 200.00 Roller Brush 3 pcs 62.00 186.00 2"Paint Brush 3 pcs 26.00 78.00 Roller Pan 3 pcs 27.00 81.00

Material Cost Php 32,330.00 Labor Cost (30%) Php 9,699.00 Total Item (VIII-C) Php 42,029.00

D. Painting Works @ CeilingPremix Patching Compound Masonry 5 gal 935.00 4,675.00 Flat Wall Primer Paint 5 gal 550.00 2,750.00 Elastomeric Paint Top Coat 9 gal 525.00 4,725.00 Sand Paper #120 15 sht 14.00 210.00 Sand Paper #80 15 sht 10.00 150.00 Tape 3 rolls 30.00 90.00

Material Cost Php 12,600.00 Labor Cost (30%) Php 3,780.00 Total Item (VIII-D) Php 16,380.00

MATERIAL COST Php 83,364.00 LABOR COST (30%) Php 25,009.20 TOTAL ITEM VIII Php 108,373.20

IX. Form Works and ScaffoldsA. For Columns

2"x 2"x 14' Coco Lumber 374.00 pcs 100.00 37,400.00 2"x 3"x 14' Coco Lumber 27 pcs 120.00 3,240.00 1/4"x 4'x 8' Ordinary Plywood 19.00 pcs 320.00 6,080.00 #4 Common Wire Nails 10 kg 55.00 550.00 #3 Common Wire Nails 5 kg 65.00 325.00 #2 1/2 Common Wire Nails 5 kg 65.00 325.00 #1 1/2 Common Wire Nails 5 kg 52.00 260.00

Material Cost Php 48,180.00 Labor Cost (30%) Php 14,454.00 Total Item (IX- A) Php 62,634.00

B. For Beams2"x 2"x 14' Coco Lumber 419.00 pcs 100.00 41,900.00 2"x 3"x 14' Coco Lumber 180.00 pcs 120.00 21,600.00 1/4"x 4'x 8' Ordinary Plywood 27.00 pcs 320.00 8,640.00 #4 Common Wire Nails 10 kg 55.00 550.00 #3 Common Wire Nails 5 kg 65.00 325.00 #2 1/2 Common Wire Nails 5 kg 65.00 325.00 #1 1/2 Common Wire Nails 5 kg 52.00 260.00

Material Cost Php 73,600.00 Labor Cost (30%) Php 22,080.00 Total Item (IX- B) Php 95,680.00

MATERIAL COST Php 121,780.00 LABOR COST (30%) Php 36,534.00 TOTAL ITEM IX Php 158,314.00

SUMMARYMaterials Labor Total Cost

I. EARTHWORKS 6,889.40 7,759.32 14,648.72 II. MASONRY WORKS 272,593.50 81,778.05 354,371.55 III. ROOFING WORKS 76,075.00 22,822.50 98,897.50 IV. WOOD WORKS 40,095.00 12,028.50 52,123.50 V. PLUMBING WORKS 51,940.00 15,582.00 67,522.00 VI. ELECTRICAL WORKS 28,233.00 8,469.90 36,702.90 VII. DOORS AND WINDOWS 44,273.60 13,282.08 57,555.68 VIII. FINISHING WORKS 83,364.00 25,009.20 108,373.20 IX. FORM WORKS 121,780.00 36,534.00 158,314.00

Total

Total Material Cost 725,243.50 PhpTotal Labor Cost 223,265.55 Php

Contengencies (10%) 72,524.35 PhpTOTAL ESTIMATED PROJECT COST 1,021,033.40 Php

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