Page 1 of 17

DETAIL OF MEASUREMENTS

Measurements Deduc- Total ofItem Particulars No. L B H tion Contents each

ft in ft in ft in ft

Beam top level 16

1 1TB 17 GL 1 & B to G 76.75 10 12below floor level 0vertical spacing (ft) bay spacing (fnos/bay

6 1.5 2

ply wood-12mm-base 1 76.75 10 0.5 3 noslongitudinal timber beam 3"x2" 2 76.75 2 153.5 fttraverse timber beam 3"x2" 53 4 2 212 ftply wood-12mm-side 2 76.75 12 6 noshorizontal timber beam 3"x2" 4 76.75 307 ftvertical timber beam 3"x2" 28 14 32.7 ftinclined timber beam 3"x2" 28 1.5 42.0 ftsleeper 2U head prop - 2 ft 106 12 106 nos2" pipe 106 106 nos2" pipe 106 13.458 0

2 1TB 10,1TB4A,1TB7B GL 1 & A to G 100.75 14below floor level 0

2.a 1TB 10 GL 1 & A to G 5.00 14 14below floor level -4vertical spacing (ft) bay spacing (fnos/bay

6 1.5 2

ply wood-12mm-base 1 5 14 0.5 1 noslongitudinal timber beam 3"x2" 2 5 2 10 fttraverse timber beam 3"x2" 5 4 2 20 ftply wood-12mm-side 2 5 14 1 noshorizontal timber beam 3"x2" 4 5 20 ftvertical timber beam 3"x2" 4 16 5.3 ftinclined timber beam 3"x2" 4 1.5 6.0 ftsleeper 2U head prop - 2 ft 10 12 10 nos2" pipe 10 10 nos1" pipe 10 17.292 0

2.b 1TB 4A GL 1 & A to G 19.00 14 60below floor level -4

Page 2 of 17

DETAIL OF MEASUREMENTS

Measurements Deduc-Item Particulars No. L B H tion

ft in ft in ft in ft

Beam top level 16

Beam length nos total lengthH 1 590V 1 210

800

below floor level 0

2.a 1TB 10 GL 1 & A to G 800.00 14 14below floor level -4vertical spacing (ft) bay spacing (fnos/bay

6 2 2

ply wood-12mm-base 1 800 14 0.5longitudinal timber beam 3"x2" 2 800 2traverse timber beam 3"x2" 401 4 2ply wood-12mm-side 2 800 14horizontal timber beam 3"x2" 4 800vertical timber beam 3"x2" 270 16inclined timber beam 3"x2" 270 1.5sleeper 2U head prop - 2 ft 802 122" pipe 8021" pipe 802 17.292 0

Page 3 of 17

DETAIL OF MEASUREMENTS

Total ofContents each

35 nos1600 ft1604 ft

70 nos3200 ft360.0 ft405.0 ft

802 nos802 nos

BUILDER'S ESTIMATE

Item Particular Quantity Unit Rate Per Amount Remarks( A ) Material Cost

1 Cement #NAME? bags2 Sand #NAME? sud3 Aggregate #NAME? sud4 Earth - sud5 Brick #NAME? no.6 Broken Brick #NAME? sud7 1" thick plank (Jungle Wood) #NAME? ton 2 - times used8 Scantling (Jungle Wood) #NAME? ton 2 - times used9 Nail #NAME? Viss

10 #NAME? ton11 #NAME? ton12 #NAME? ton13 #NAME? ton14 Binding wire #NAME? lb17 X-met #NAME? ft.18 Wood (Roofing Frame) #NAME? ton19 Wood (Doors & Windows Frame) #NAME? ton20 2'x2' AC Plain Sheet Ceiling #NAME? sqft.21 2"x 2" joist #NAME? ton22 Beading #NAME? ton23 Roofing Sheet #NAME? sqft.24 Ridge Plain Sheet #NAME? sqft.25 Plastic Paint. #NAME? gal.26 Paint for Ceiling #NAME? gal.27 Doors & Windows Area #NAME? sqft.

Total Material Cost =Total Labour Cost = 25% of Material cost

Total Materials & Labour Cost =

Estimated - By Checked - By

NYO MAR THAN U ZAW WIN LWIN

5/8" f ms rod1/2" f ms rod3/8" f ms rod1/4" f ms rod

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EARTH WORK1 Earth Work Excavation

100 cuftworker 1.5 Nosundries L.S

SAND FILLING2 Sand Filling

100 cuftsand 125 cuftworker 1 Nosundries L.S

MORTAR3 1:3 Cement Mortar

100 cuftcement 2970 LBSsand 100 cuftworker 4 No

3b

3A Damp Proof Cement Mortar 1:2 with 5% Pudlo by weight of Cement100 cuft

cement 4320 LBSpudlo 216 LBSsand 96 cuftworker 4 No

CONCRETE4 1:4:8 Cement Concrete

100 cuftcement 1170 Lbssand 52 cuftaggregate 104 cuftmason 1 Noworker 10 No

4A Lime Concrete 1:1:1:6100 cuft

Gravel 100 cuftLime 19 cuftSand 19 cuftSurkhi 19 cuftMason 0.5 Noworker 9.66 No

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4B 1:3:6 Cement Concrete100 cuft

cement 1440 LBSsand 48 cuftaggregate 96 cuftmason 1 Noworker 5 No

4C 1:2:4 Cement Concrete100 cuft

cement 2070 LBSsand 46 cuftaggregate 92 cuftmason 1 Noworker 10 No

4D 1 1/2" thick 1:2:4 Cement Concrete with 5% Pudlo to the weight ofcement for damp proof course

100 cuftcement 241 LBSpudlo 12 LBSsand 6 cuftaggregate 12 cuftmason 1 Noworker 1 No

4E Terrazo mix 1:2 with 1/4" down marble chipping in colour cement100 cuft

colour crete 4320 marble chipping 108mason 1worker 5

4F Timber Shuttering (form Work)100 sqft

timber scantling 15 cuft1" timber plank 9.167 cuftnails and spikes 3 LBSms bolts & washer if requiredcarpenter 4 Noworker 2 No

Reinforced Concrete5 1:2:4 Reinforced Concrete

100 cuftcement 2070 LBSsand 46 cuftaggregate 92 cuftmason 2 Noworker 12 No

Brick Work in 1:3 cement mortar

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6 1:3 cem mortar 100 cuftcement 780 Lbbrick 1350 Nosand 26 cuftmason 4 Noworker 6 No

6a 1:4 cement mortar 100 cuftcement 630 Lbbrick 1350 Nosand 28 cuftmason 4 Noworker 6 No

6A 9" thk wall 100 sqftcement 564 Lbbrick 700 Nosand 19 cuftmason 3.5 Noworker 3.5 No

6B 4 1/2" thk wall 100 sqftcement 300 Lbbrick 350 Nosand 10 cuftmason 2 Noworker 2 No

PLastering & Pointing6C 1/2" thk. 1:3 cement mortar plastering

100 sqftcement 150 Lbsand 5 cuftmason 1 Noworker 2 No

6D Pointing with cement mortar 1:3100 sqft

cement 60 Lbsand 2 Nomason 1 Noworker 2 No

Wood Work7 Thitya,Ingin,Pyinkado,Jungle

50 cuftTimber 55 cuftNails & Spike 14 LbCarpenter 12 No

FLOORING9 6"x6" Glazed tiles Flooring laid in cement mortar 1:3

100 sqft6"x6" Glazed Tile 420 No

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cement 135 Lbsand 4.5 cuftmason 2.5 Noworker 2 No

9A 1 1/2"thk 1:2:4 cem conc flooring laid in slab of 5' square100 sqft

cement 259 Lbsand 5.75 cuftaggregate 11.5 cuftmason 0.75 Noworker 1.5 No

9B 4 1/2"thk 1:2:4 cem conc flooring100 sqft

cement 777 Lbsand 17.25 cuftaggregate 34.5 cuftmason 1 Noworker 4.5 NoBattens & Sundries 2.25 cuftCarpenter 0.02875 No

9C 6" thk Earth Floor well watered and rammed100 sft

6" earth 58worker 0.5075

9D Finishing and Laying smooth 3/8"thk terrazzo floor 1:2 with 1/4"marble chipping100 sqft

Colour cement 144.90 Lbcement 103.95 Lbsand 3.50 cuft1/4" marble chipping 3.22 cuftmetal strip 50.00 rftmason 1 Nogrinder using machine 0.50 daypolisher using machine 0.25 dayoxalic acid dresser 0.50 dayworker 0.28 Nocarborandum stone LSwax polish LSoxalic acid LS

9E 1" tongue & Grooved Plank Flooring with 4"x1" planks100 sqft

4"x1"t & g plank 10.96 cuftNail 2 LbCarpenter 2 NoWorker 1 No

9F Parquet flooring teak blocks 9"x3"x1 1/2" wax polished100 sqft

Coal Tar 2 gal

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Asphalt 7 galTurpentine 2 pintteak block 580 Nofuel 4 cuftbee wax 2 Lbcarpenter 6 Noworker 8 No

10C 3" thk Reinforced brick Wall in 1:3 cement mortar,reinforced at every 4th course100 sqft

Reinforcement 105 rft 2 1/2" wide x-metbrick 350 No 9"x4 3/8"x2 3/4"cement 118 Lbssand 4 cuftmason 1.5 Noworker 2 No

10D 4 1/2"" thk Reinforced brick Wall in 1:3 cement mortar,reinforced at every 4th course100 sqft

Reinforcement 115 rft 2 1/2" wide x-metbrick 550 No 9"x4 3/8"x2 3/4"cement 297 Lbssand 10 cuftmason 2 Noworker 3 No

10E 4 1/2"" thk Brick Nogged Wall in 1:3 cement mortar with 6"x3" Frame100 sqft

Reinforcement 115 rft 2 1/2" wide x-metbrick 550 No 9"x4 3/8"x2 3/4"cement 297 Lbssand 10 cuftFrames 5.5 cuftBeading 0.81 cuftScrew 0.75 grossCoaltar 1 LbsNail & Spike 1 Lbsmason 2 NoCarpenter 1.25 Noworker 3 No

CEILING11 4"x1/2" T&G Plank Ceiling with 4"x2" joist at 2' centers

100 sqft T&G planks 5.29 cuft 4"x1/2" T&G planks 331 rftJoist 3.36 cuftNails & Spikes 2.5 LbsCarpenter 2.25 No

11A Asbestos cement ceiling with 3"x2" joist at 2' c/c and 1 1/2"x1/2" beading for (16'x16')256 sqft

Asbestos sheet 282 sqftBeading 0.96 cuftJoist 6.6 cuft

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wood screw 1.5 NoNails 1.5 LbsCarpenter 6.5 No

11B Plywood complete ceiling with 3"x1 1/2" joist at 2' c/c and 1 1/2"x1/2" beading for (16'x16')256 sqft

Plywood 295 sqftBeading 2.28571429 cuftScantling 10.33 cuft wood screw 2 NoNails 3 LbsCarpenter 7.5 No

12A CGI Sheet Roofing100 sqft

32G,7'CGI sheet 9 NoGI Roofing Nail 1.5 LbsCarpenter 1.5 NoWorker 1 No

12B Corrugated AC Sheet Roofing with 1/4"dia Hook Bolts & Washer100 sqft

AC Sheet,7' 5 NoHook bolts & washer 5 LbsCarpenter 2 NoWorker 1 No

12C GI Ridging 24" girth with 9"lap100 sqft

GI Plain Sheet 112 rftNail & Washer 1.5 LbsCarpenter 3.333 No

12E Valley Gutter of GI Plain sheet 24" girth with 9" end laps,on 1/2" thk valley boardsfixed complete with 2"x1" fillet including earth oiling 2 coats

100 rftGI Plain Sheet 112 rft6"x1/2" Plank 9.57 cuftFillet 2"x1" 3.19 cuftNail 2.5 LbsEarth Oil 1.5 GalCarpenter 5 NoWorker 1.5 No

PAINTING & WASHING13 Earth oil plain two coat

100 sqftEarth Oil 0.6 GalWorker 0.625 No

13A White washing three coats100 sqft

Strained Lime 1 cuftRice 0.375 Lbs

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Worker 0.375 No* used liquid glue instead of rice.

13B Platic emulsion paint 3 coat100 sqft

Emulsion paint 0.5 gallonsPainter 0.75 No

13C Painting three coats with ready mixed paint of any approved colour1000 sqft

Ready mixed paint 75 LbsPutty 4 LbsPainter 10 NoWorker 10 No

13D Painting three coat to wood work in post,chowket,facia board,eaves board & stringer1000 sqft

Ready mixed paint 75 LbsPutty 4 LbsPainter 12.5 NoWorker 10 No

13E Varnishing (copal) two coat100 sqft

Copal Varnish 0.5 GalPainter 0.5 No

13F Wood oiling two coat100 sqft

Wood Oil 3 LbsWorker 0.75 No

13G Removing old paint entirely with costic soda100 sqft

Caustic Soda 3 LbPaint remover brush LSCarpenter 0.25 NoPainter 0.5 NoWorker 0.25 No

15B Mild steel bar reinforcement 1/2"dia cut,bent & fixed in floors, roof & beam1 cwt

1/2" dia bar 117.6 Lbs 5% wastageBinding wire 1 LbsSmith 1 NoWorker 1 No

15C Mild steel bar reinforcement 5/8"dia to 1" cut,bent & fixed in floors, roof & beam1 cwt

5/8" dia bar 117.6 Lbs 5% wastageBinding wire 1 LbsSmith 0.75 NoWorker 0.75 No

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15D Mild steel bar reinforcement in 1/4"dia stirrup & spacer cut,bent & fixed in floors, roof & beam1 cwt

1/4" dia rod 117.6 LbsBinding wire 1 LbsSmith 2 NoWorker 2 No

15E Butt Hinge 3" to 4" fixed complete with screwsfor each

3"to4" Butt Hinge 1 No1" wood screw 0.06 GrossCarpenter 0.04 No

15F Hasp & Staple 4" to 6" fixed complete with screwsfor each

Hasp & Staple 1 No3/4" wood screw 0.06 GrossCarpenter 0.02 No

15G Tower Bolt 6" to 9" fixed complete with screwfor each

Tower Bolt 6"to9" 1 No3/4" wood screw 0.06 GrossCarpenter 0.04 No

15H Hook & Eye 6" fixed completefor each

6" Hook & Eye 1.00 GrossCarpenter 0.02 No

2"x1/4" MS flat iron 12" length (each)MS flat iron 2"x1/4"x12" 1.70 lb3/4"dia 3"long bolt & nut 0.167 lb

16 Timber Form WorkMaterial 100 sftScantling 15 cft1" Plank 110 sftNail & Spike 3 lb

Mild steel bar reinforcement 1/2"dia cut,bent & fixed in floors, roof & beam1 cwt

1/2" dia bar 117.6 Lbs 5% wastageBinding wire 1 LbsSmith 1 NoWorker 1 No

Round Bar lb. / ft.6.008 lb./ft.4.172 lb./ft.

f 38 1 1/2" ff 32 1 1/4" f

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2.67 lb./ft.2.044 lb./ft.1.503 lb./ft.

11/16 1.2622 lb./ft.1.043 lb./ft.

0.5111 lb./ft.0.668 lb./ft.0.376 lb./ft.

0.2608 lb./ft.0.167 lb./ft.

f 25 1" ff 22 7/8" ff 20 3/4" ff 18f 16 5/8" ff 14 7/16" ff 12 1/2" ff 10 3/8" ff 8 5/16" ff 6 1/4" f

2

0

( B ) Labour Cost

Item Particulars Volumn of Works Unit Rate Amount Remarks

1 Site Clearing L.S.

2 Earthwork #NAME? Sud

3 Back Filling - Sud

4 9" Hard Core ( Sand ) #NAME? Sud

5 1:3:6 Cement Concrete Cuft.

6 1:2:4 Cement Concrete Cuft.

7 Form work Sqft.

8 Re-Bar Ton. Metric Ton.

9 9" thick brick work Sqft.

10 4 1/2" thick brick work #NAME? Sqft.

11 2" thick ( 1:2:4 ) Cement Concrete #NAME? Cuft.

12 Painting Work.

a Plastic Paint #NAME? Sqft.

b Oil Paint Sqft.

12 Truss & Accessaries Work

13 Roofing 20,220 Sqft.

14 Fascia Panel 800 Rft.

15 Soffit Panel 900 Rft.

16 Ridge & Gutter Flashing 1,696 Rft.

17 Site Clearing & Levellong ( L.S )

Total Labour Cost =

2

Estimated By Approved By

NAME OF WORK: PROPOSED SIX STOREYED RCC RESIDENTIAL BUILDING

BUILDER'S ESTIMATE

Item Particular Quantity Unit Rate Amount

2 Pyinkado

5"x 2" cuft

6"x 2" "

3"x 2" "

8"x1" "

cuft

Pyinkado ton

3 Jungle wood cuft

1" plank cuft

2"x 2" cuft

cuft

Jungle wood ton

2

4 Beading 7 cuft

Estimated by Checked by

Bill of Quantities

for