Equipment Productivity xls

PRODUCTIVITY RATES

Description No. Trade UnitOutput Productivity

unit / day man-days per unit

MECHANICAL WORKS

1 Exhaust fans1 Mech'l

no.1 Helper

2 Split Units1 Mech'l

no.1 Helper

3 Blower1 Mech'l

no.1 Helper

4 Kitchen Hood1 Mech'l

lm.1 Helper

5 Ducting1 Mech'l

lm.1 Helper

6 Fire Fighting System1 Mech'l

lm.1 Helper

7 Conveying System (Elevator)1 Mech'l

no.1 Helper

8 Escalator1 Mech'l

no.1 Helper

9 Others.. Please insert

ELECTRICAL WORKS

1 Electrical Conduits and Boxes1 Electrician

lm. 8?1 Helper

2 Electrical Wiring and Cables1 Electrician

lm.1 Helper

3 Telephone System1 Electrician

lm.1 Helper

4 Electrical panel Board1 Electrician

no.1 Helper

5 Fire Alarm System1 Electrician

lm.1 Helper

6 Electrical Devices (Sockets & Switches)1 Electrician

no.1 Helper

7 Lighting Fixture1 Electrician

no.1 Helper

8 Others.. Please insert

9

10

11

12

13

14

15

16

17

18

19

20

PLUMBING WORKS

1 Sewer Piping1 P. Fitter

mt1 Fit. Helper

2 Water Closet1 P. Fitter

no.1 Fit. Helper

3 Urinal1 P. Fitter

no.

Item

3 Urinal1 Fit. Helper

no.

4 Water Pipe and Fitting1 P. Fitter

mt1 Fit. Helper

5 Sanitary Fitting1 P. Fitter

no.1 Fit. Helper

6 Mixer1 P. Fitter

no.1 Fit. Helper

7 Drains1 P. Fitter

no.1 Fit. Helper

8 Toilet Accessories1 P. Fitter

no.1

9 Water Tank1 P. Fitter

no.1 Fit. Helper

10 Bath Tub1 P. Fitter

no.1 Fit. Helper

11 Others.. Please insert1 P. Fitter

no.1

121 P. Fitter

no.1 Fit. Helper

PRODUCTIVITY RATES

Description No. Trade UnitOutput Productivity Qty/day Man-Days per unit

CONCRETE TROWEL FINISH

1 Screed and concrete finishes with trowel (smooth finish)1 Mason

sqm1 Helper

2 Smooth trowel finish to concrete1 Mason

sqm1 Helper

CEMENT-SAND SCREED

11 Mason

sqm1 Helper

TERRAZO TILES

1 Terrazzo tiling with cement mortar and grouting1 Mason

sqm1 Helper

2 Terrazzo steps tread with riser1 Mason

LM1 Helper

CERAMIC TILES

1 Ceramic tile steps treads & risers1 Mason

LM1 Helper

2 Ceramic tile flooring (Grouting Included)1 Mason

sqm1 Helper

3 Ceramic wall tile without plaster (Grouting included)1 Mason

sqm1 Helper

MARBLE FLOORS / WALLS

11 Mason

sqm1 Helper

2 Marble / Granite flooring with design with cutting on edges1 Mason

sqm1 Helper

3 Marble granite fixed to walls1 Mason

sqm1 Helper

4 Marble / Granite fixed to walls1 Mason

sqm1 Helper

5 Marble granite steps / tread & riser1 Mason

LM1 Helper

6 Marble granite skirting to the staircase1 Mason

LM1 Helper

7 Marble thresholds1 Mason

LM1 Helper

8 Black Granite kerb1 Mason

LM1 Helper

9 Marble/Granite wall cladding with fixtures & 1 Mason

sqm1 Helper

PVC VINYL FLOORS / THREADS

1 PVC vinyl flooring sheet fixed with adhesive & welding1 Mason

sqm1 Helper

2 PVC vinyle floor sheet fixed to wall1 Mason

LM1 Helper

3 PVC vinyle tread & riser fixed with adhesive1 Mason

LM

Item

Leveling the cement-sand screed and finished smoothly for roofslab waterproofing with material shifting

Marble / Granite flooring without design with cutting on edges

3 PVC vinyle tread & riser fixed with adhesive1 Helper

LM

PLASTERING

1 Rush coat for plaster work1 Mason

sqm0 Helper

2 Fixing level dots for plaster1 Mason

sqm1 Helper

3 Plaster internal wall single coat with smooth 1 Mason

sqm1 Helper

4 Plaster internal walls two coats with smooth 1 Mason

sqm1 Helper

5 Fixing corner beads to walls & columns1 Mason

LM1 Helper

6 Fixing plaster mesh to walls1 Mason

sqm1 Helper

PRODUCTIVITY RATES

Description No. Trade UnitOutput Productivity Qty/day Man-Days per unit

PLASTERING

7 Plaster to ceiling 16mm thick1 Mason

sqm1 Helper

8 External plaster to walls & columns1 Mason

sqm1 Helper

10 Plaster to circular areas & arches1 Mason

sqm1 Helper

11 Extra over for plaster above 4m heightAdd 15% to above rates for above 4m

EXTERNAL FINISHES

1 Tyrolean finish to external wall1 Mason

sqm1 Helper

BLOCKWORKS

1 Hollow block work 10 cm thick1 Mason

No1 Helper


No1 Helper


No1 Helper

4 Solid block work 20 cm thick1 Mason

No1 Helper

5 Solid block work 10 cm thick1 Mason

No1 Helper

6 Claustra block work 20cm & pointing1 Mason

sqm1 Helper

7 Claustra bock work 10cm & pointing1 Mason

sqm1 Helper

INTERLOCK TILES

1 60/80MM interlocking tiles including sand bed1 Mason

sqm1 Helper

KERBSTONE

1 High raised kerbstone with pointing upto 30cm1 Mason

No2 Helper

2 Flat kerbstone including shifting1 Mason

No1 Helper

3 Compaction for kerb stone bottom0 Mason

LM1 Helper

4 Base concrete formwork on both sides with1 Carpenter

LM1 Helper

5 Concreting the base with leveling1 Mason

LM1 Helper

6 Haunch con. On kerbstone backside1 Mason

LM1 Helper

7 Bituminous painting on kerb stone back side0 Mason

LM1 Helper

PROTECTION BOARD

1 Protection board - horizontal1 Carpenter

sqm1 Helper

2 Protection board - vertical1 Mason

sqm1 Helper

FLEXELL SHEET

1 Flexell sheet1 Carpenter

LM0 Helper

Item

HOURDI BLOCK

1 Hourdi block1 Mason

No1 Helper

GROOVE ON PLASTER

1 All groove on plaster1 Mason

LM1 Helper

document.xls 5 Of 13

Resource's Basic DataIt

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Description

Budget Materials

Notes

%W

aste

unit

quan

tity

Name unit

Excavation

-1 m3 1

Excvtr day 500 500m3 Excvtr = Excavator 500Loader day 400 500m3 -10% 450Tippers day 150 100m3 -10% 90O.labour day 15 50m2 Excvtr-h = Excavator with hammer 50

-2 m3 1

Excvtr-h day 1200 70m3 70Loader day 400 250m3 -40% 150Tippers day 150 60m3 O.labour = Ordinary labour -40% 90O.labour day 15 5m2 15

P.C For Foundation

-1 P.C for foundation m3 1

Cement Ton 250 0.25 10% 0.275Agg m3 30 0.8

PCast.Eq = P.c Cast Equpiment (batch plant, loader, transmixer,pump)10% 0.88

Sand m3 6 0.4 15% 0.46Water m3 4 0.1125

Crp.Crew = Carpenter Crews (1 Carpenter + 1 assistance)5% 0.1181

PCast.Eq m3 14 100m3 -10% 90Crp.Crew day 40 5m3

PCs.Crew = Cast Crews ( 2#pump pipe, 1#Concrete distrbuation, 1# leveling)5

PCs.Crew day 50 100m3 10% 90

R.C For Foundation

-1 P.C for Foundation m3 1

Steel Ton 1200 0.1PCast.Eq = P.c Cast Equpiment (batch plant, loader, transmixer,pump,vibrator)

7% 0.107Cement Ton 250 0.35 10% 0.385Agg m3 30 0.8

PCs.Crew =Cast Crews (2#pump pipe, 1# Conc.distrbuation, 1#leveling, 1#vibrator)10% 0.88

Sand m3 6 0.4 15% 0.46Water&ad m3 5 0.1575

StrCrew = Striker Crews (1 Craft + 1 assistance)5% 0.1654

PCast.Eq m3 14 100m3 -10% 90Crp.Crew day 40 3m3 3Stl.Crew day 35 .5ton 0.5PCs.Crew day 50 100m3 -10% 90

R.C For Column

-1 P.C for Column m3 1


7% 0.107Cement Ton 250 0.35 10% 0.385Agg m3 30 0.8


Sand m3 6 0.4 15% 0.46Water&ad m3 5 0.1575

Stl.Crew = Steel Crews (1 Craft + 1 assistance)5% 0.1654

PCast.Eq m3 14 100m3 -10% 90Crp.Crew day 40 1m3 1Stl.Crew day 35 .5ton 0.5PCs.Crew day 50 100m3 -10% 90

R.C For Slabs

-1 RZ.C for Slabs m3 1


7% 0.107Cement Ton 250 0.35 10% 0.385Agg m3 30 0.8


Sand m3 6 0.4 15% 0.46Water&ad m3 5 0.1575


PCast.Eq m3 14 100m3 -10% 90Crp.Crew day 40 1.5m3 1.5Stl.Crew day 35 .5ton 0.5PCs.Crew day 50 100m3 -10% 90

-2 m2 1

Steel Ton 1200 0.04tonPCast.Eq = P.c Cast Equpiment (batch plant, loader, transmixer,pump,vibrator)

7% 0.0428Cement Ton 250 .05ton 10% 0.055Agg m3 30 0.11


Sand m3 6 0.055 15% 0.0633Water&ad m3 5 .023.5m3


Blocks ### 1200 8 10% 8.8PCast.Eq m3 14 100m3 -10% 90Crp.Crew day 40 5m3 5Stl.Crew day 35 .5ton 0.5PCs.Crew day 50 100m3 -10% 90

Insulation

-1 Bitmeen Insulation m2 1Bit.Mtrl m2 2 1.0m2 15% 1.15

Bit.Crew day 40 80m2 -10% 72

-2 Asphalt Insulation m2 1Bit.Mtrl L.m 10 1.0L.m

Bit.Mtrl = Bitmeen Material Bit.Crew = Bitmeen Crews (1 craft, 1 assistance)15% 1.15

Bit.Crew day 40 100L.m -10% 90

-3 m2 1Bit.Mtrl m2 10 1.5

Bit.Mtrl = Bitmeen Material (2 layers) Bit.Crew =Bitmeen Crews (1craft,1assistance)15% 1.725

Bit.Crew day 40 50m2 -10% 36

Masonary

-1 Masonary Works m3 1

Brick ### 180 440 brickBricks has dimension = 25*12*6cm Cement =300kg/m3

10% 484Cement Ton 250 66kg 10% 0.0726Sand m3 6 0.22m3 15% 0.253Bld.Crew day 50 3m3 3

Rates include %Wast

e

Price /unit

Rate /unit

excavation in normal soil

excavation in normal soil

R.C for Hollow Block Slabs

Blocks =40*20*20 (Hollow Block Slab as two way , thickness 27cm, rft=140kg/m3 (m3 included blocks))

Bit.Mtrl = Bitmeen Material (2 layers) Bit.Crew = Bitmeen Crews (1 craft, 1 assistance)

Bathroom Insulation

Bld.Crew = Builder crew (1 builder, 1 assistance, 1 labour)



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Description

Budget Materials

Notes

%W

aste

unit

quan

tity

Name unit

Rates include %Wast

e

Price /unit

Rate /unit

Plaster

-1 Lime Plaster m2 1

Cement Ton 250 5.55kg 10% 0.0061

Sand m3 6 0.020m3 15% 0.023Lime m3 40 0.005m3 15% 0.0058Pla.Crew day 50 25m2 Pla.Crew=plast crew (1craft,1assistance,1labor) 25

-2 m2 1

Cement Ton 250 5.75kg 10% 0.0063Sand m3 6 0.012m3 15% 0.0138Lime m3 40 0.004m3 15% 0.0046Stone Powder m3 0.01m3 10% 0.011Pla.Crew day 50 20m2 Pla.Crew=plast crew (1craft,1assistance,1labor) 20

-3 m2 1

Cement Ton 250 6Kg W.Cement = White Cement 10% 0.0066W.Cement Ton 600 3Kg 10% 0.0033Sand m3 6 0.012m4 15% 0.0138Lime m3 40 0.004m4 15% 0.0046S.P. Pow m3 .007m3 Pla.Crew=plast crew (1craft,1assistance,1labor) 10% 0.0077S.F Pow m3 .003m3 S.P. Pow = Stone particles Powder 10% 0.0033Pla.Crew day 50 15m2 S.F Pow = Stone Fine Powder 15

-4 m2 1

Cement Ton 250 6Kg 10% 0.0066W.Cement Ton 600 3Kg 10% 0.0033Sand m3 6 0.012m4 15% 0.0138Lime m3 40 0.004m4 Pla.Crew=plast crew (1craft,1assistance,1labor) 15% 0.0046S.P. Pow m3 .007m3 S.P. Pow = Stone particles Powder 10% 0.0077S.F Pow m3 .003m3 S.F Pow = Stone Fine Powder 10% 0.0033Pla.Crew day 50 15m2 S.F Pow = Stone Fine Powder 15

Veneer And Cladding

-1 m2 1

Marble m2 400 1m2 Scratch (450 kg cement for 1 m3 sand) 10% 1.1Cement Ton 250 12.75kg For erection (350 kg cement for 1m3 sand) 10% 0.014Sand m3 6 0.035m3 Mrb.Crew= Marble crew (1craft,1assistance,1labor) 15% 0.0403Mrb.Crew day 50 10m2 10

-2 Ceramic Cladding m2 1

Ceramic m2 25 1m2 Scratch (450 kg cement for 1 m3 sand) 10% 1.1Cement Ton 250 12.75kg For erection (350 kg cement for 1m3 sand) 10% 0.014Sand m3 6 0.035m3 Cer.Crew=Marble crew (1craft,1assistance,1labor) 15% 0.0403Cer.Crew day 50 10m2 10

Flooring

-1 Marble m2 1

Marble m2 400 1m2 10% 1.1Cement Ton 250 9kg For erection (300 kg cement for 1m3 sand) 10% 0.0099Sand m3 6 0.03m3 Mrb.Crew= Marble crew (1craft,1assistance,1labor) 15% 0.0345Mrb.Crew day 50 10m2 10

-2 Ceramic m2 1

Ceramic m2 25 1m2 10% 1.1Cement Ton 250 9kg For erection (300 kg cement for 1m3 sand) 10% 0.0099Sand m3 6 0.03m3 Cer.Crew=Ceramic crew (1craft,1assistance,1labor) 15% 0.0345Cer.Crew day 50 10m2 10

-3 m2 1

Ceramic m2 10 .1m2 Scratch (450 kg cement for 1 m3 sand) 10% 0.11Cement Ton 250 1.3kg For erection (350 kg cement for 1m3 sand) 10% 0.0014Sand m3 6 0.004m3 Cer.Crew=Ceramic crew (1craft,1assistance,1labor) 15% 0.0046Cer.Crew day 50 10m2 10

-4 Tiles 20*20*3 m2 1

C.Tiles m2 8 1m2 C.Tiles = Cement Tiles 10% 1.1Cement Ton 250 6kg For erection (300 kg cement for 1m3 sand) 10% 0.0066Sand m3 6 0.02m3 Cer.Crew= Ceramic crew (1craft,1assistance,1labor) 15% 0.023Cer.Crew day 45 25m2 25

-5 Wood m2 1

Slp.Wood m3 1000 .009m3 Slp.Wood = Sleepers Wood ( sleeper .4m axial,pieces 1.5m axial) 10% 0.0099Ins.Mtrl m2 10 .8m2 Ins.Mtrl = Insulation Material & Cost excuation 10% 0.088

Flo.Wood m3 1000 .84m3 10% 0.924

Nails kg 2 0.25kg For erection (300 kg cement for 1m3 sand) 10% 0.275

Sand m3 6 0.08m3 Wod.Crew = Wood Erection Crew (1 craft, 1assistance) 15% 0.092

Flo.Fnsh m2 4 1m2 Flo.Fnsh = Floor Finshing (material &excution) 1Wod.Crew day 40 10m2 10

-6 Curbes L.M 1

Curbes L.m 7 1 L.m 10% 1.1Cement Ton 250 1kg 10% 0.0011Sand m3 6 0.014m3 Cur.Crew =Curbes Crew (1craft,1assistance,1 labor) 15% 0.0154Cur.Crew day 50 10L.m 10

Stairs

-1 Marble L.M 1

Marble m2 300 0.47m2 10% 0.517

Cement Ton 250 0.33kg 10% 0.363

Sand m3 6 0.03m3 For erection (300 kg cement for 1m3 sand, mortar 3cm thickness) 15% 0.0345

Mrb.Crew day 50 10L.m Mrb.Crew= Marble crew (1craft,1assistance,1 labor) 10

-2 Blaustrade L.M 1Bla.Mtrl kg 3.5 30kg Bla.Mtrl = Blaustrade Material 10% 33Bla.Erct kg 20 10 L.m Bla.Erct = Blaustrade Erection 10

-3 Handrail L.M 1Hnd.Mtrl L.m 15 1 L.m Hnd.Mtrl = Handrail Material (Wood & Painting) Hnd.Mtrl 10% 1.1Hnd.Erct L.m 4 10 L.m Hnd.Erct = Handrail Erection Hnd.Erct 10

Plaster had 3 layer 1st (300kg cement,1m3 sand)

2ed (200kg for 2 : 1 sand ,lime)3rd (200kg for 2 : 1 sand ,lime)

Facad Scratch Plaster

1st (300kg cement,1m3 sand)2ed (200kg for 2 : 1 sand ,lime)

3rd (200kg for 2 : 1 sand ,lime)4th (200kg for 2 : 1 sand ,lime)

Artificial Stone Plaster

1st (300kg cement,1m3 sand)2ed (200kg for 2 : 1 sand ,lime)3rd (200kg for 2 : 1 sand ,lime)

Cement Stuco Plaster

1st (300kg cement,1m3 sand)2ed (200kg for 2 : 1 sand ,lime)

3rd (200kg for 2 : 1 sand ,lime)

Marble Skirting 10CM

Ceramic Skiriting 10 Cm

Flo.Wood = Floor Wood (sewdan For Room 5.2*6. Skirting 10cm)

Curbes = Cement curbes 12*30*50 with compact sand layer 10cm, mortar 2cm(300kg cement for 1 m3 sand)

Marble (for Stair sleeper 0.3width,4cm thick.&stair height 17cm,2cm thick &skirting 10cm)



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Description

Budget Materials

Notes

%W

aste

unit

quan

tity

Name unit

Rates include %Wast

e

Price /unit

Rate /unit

Painting

-1 Painting M2 1Pan.Mtrl m2 5 1m2 Pan.Mtrl = Painting Material (Oil Painting) 10% 1.1Pan.Erct m2 25 1m2 Pan.Erct = Painting Erection 25

Opening work

-1 Framing M2 1Frm.Mtrl m3 1000 0.0021m3 Frm.Mtrl = Framing Material (Wood Frame 1*2.2, width 12.5cm ) 10% 0.0023

Frm.Erct No 4 10 unit Frm.Erct = Framing Erection 10

-2 M2 1Una.Mtrl BL 5 1m2 10% 1.1

Una.Erct BL 2.5 10m2 Una.Erct = Unit And Acessopries Erection 10

Plumbing

-1 Sanitry Carcassing Fl 1Car.Mtrl FL 4000 1FL Car.Mtrl =Carcassing Material (Pipe and fitting ) 10% 0.9Ca.Erct FL 2500 1FL Car.Erct = Carcassing Erection 1

-2 Sanitry FixtureFix.Mtrl FL 7000 1FL Fix.Mtrl =Fixture Material (Appartus&accessories ) 10% 0.9Fix.Erct FL 900 1FL Fix.Erct = Fixture Erection 1

Electric

-1 Electric Carcassing Fl 1Cre.Mtrl FL 6500 1FL Car.Mtrl = Electric Carcassing Material (Pipe and Wire ) 10% 0.9

Cre.Erct FL 1500 1FL Car.Erct = Electric Carcassing Erection 1

-2 Electric Fixture Fl 1Ute.Mtrl FL 2000 1FL Ute.Mtrl=Electric Fixture Material (Units &accessories ) 10% 0.9

Ute..Erct FL 700 1FL Ute.Erct = Electric Fixture Erection 1

Opening Uits & accessories

Una.Mtrl = Unit And Acessopries Material For one Building (BL= Building)


Resource's Basic Data

Uni

t

m3m3m3m2m3m3m3m2

tonm3m3m3m3m3m3

tontonm3m3m3m3m3tonm3

tontonm3m3m3m3m3tonm3

tontonm3m3m3m3m3tonm3tontonm3m3m3Nom3m3tonm3

m2

m2

m2m2m2m2

Notonm3m3



Uni

t

ton

m3m3m2tonm3m3m3m2tontonm3m3m3m4m2tontonm3m3m3m4m2

m2tonm3m2m2tonm3m2

m2tonm3m2m2tonm3m2m2tonm3m2m2tonm3m2m2m2

m3

kg

m3

m2m2L.mtonm3L.m

m2

ton

m3

L.mkg

L.mL.mL.m



Uni

t

m2m2

m3

No

m2

m2

FlFlFlFl

Fl

Fl

Fl

Fl

Activity ID Activity description unit

Bill QTY

Material Labour Equipment Others Subcont.

Total

Name Uni

t

Name Uni

t

Name Uni

t

Name Uni

t

Name Uni

t

Price/Unit

A44FN001 Building coordinatesA44FN003 Building permitsA44FN005 Zero & foundation levelA44FN010 Build Axis plot downA44FN020 Excavation for foundation m3 399.00 Ex.Sub m3 11.25 4490.17A44FN030 PLain concrete for footings m3 11.00 Cement m3 60.00 Cast Lab. m3 11.16 Cast P.Eq. m3 15.84 Formw m3 12.1118 Carp. Sub. m3 7.62

Agg m3 29.36 Cast P.Sub. m3 5.62

W&add m3 5.00 146.71 1613.83A44FN040 R.C. for footings m3 40.00 Steel m3 139.89 Cast Lab. m3 13.56 Cast R.Eq. m3 20.04 Formw m3 32.4 Carp. Sub. m3 15.60

Cement m3 84.00 Steel Sub. m3 11.97

Agg m3 29.36 Cast R.Sub. m3 8.76

W&add m3 6.00 361.58 14463.38A44FN050 Insulation of footings m2 554.72 Ins. Sub m2 4.54 2518.42A44FN060 Back fill arround footings m3 77.50 Bkf. Sub. m3 10.79 836.22A44FN070 B.ground level masonry m3 31.00 Mas. Sub m3 139.06 4310.86A44FN080 Back fill Up to ground levl m3 77.50 Bkf. Sub. m3 10.79 836.22A44FN090 G. floor concrete slab m2 174.00 Cement m2 2.43 Cast Lab. m2 0.42 Cast P.Eq. m2 0.36 Cast P.Sub. m2 2.59

Agg m2 1.31 W&add m2 0.23 7.33 1275.86

A44GR010 m3 10.50 Steel m3 278.94 Cast Lab. m3 20.01 Cast R.Eq. m3 32.79 Formw m3 97.7403 Carp. Sub. m3 37.77


Agg m3 29.36 Cast R.Sub. m3 17.08

W&add m3 6.00 625.26 6565.23A44GR020 m3 42.78 Steel m3 239.94 Cast Lab. m3 20.01 Cast R.Eq. m3 25.20 Formw m3 76.288 Carp. Sub. m3 26.40


Agg m3 29.36 Cast R.Sub. m3 14.81

W&add m3 6.00 540.43 23119.45A44GR030 Masonry work of G.F. m3 45.26 Mas. Sub m3 147.54 6678.32A44GR040 Plaster work of Ground Floor m2 370.50 Pla. Sub m2 7.87 2915.84A44GR050 Sanitary carcassing GR. F. lot 0.13 San. Sub lot 49688.16 6211.02A44GR060 Electric carcassing GR. F. lot 0.13 EL. Sub lot 26097.45 3262.18A44GR070 Opining frames GR. F. lot 0.03 D@W Sub. lot 38182.93 954.57A44GR080 Insulation & protection m2 167.71 Ins. Sub m2 19.38 3250.19A44GR100 Wall ceramic tiles m2 165.43 WCer. Sub. m2 41.30 6832.39A44GR090 Floor tiling for ground floor lot 0.25 Fl. Sub. lot 47908.59 11977.15A44GR110 Painting primer GR. F. m2 371.00 PA. Sub. m2 8.45 3133.85

Roof finishing work m2 140.00 m2 55.43 7760.20

Facad finishing lot 1.00 Fc. Sub. lot 44244.49 44244.49Stairs finishings lot 1.00 Stair Sub. lot 17320.51 17320.51Doors & Windows erection lot 1.00 D@W Sub. lot 34364.64 34364.64Sanitary fixture lot 0.50 San. Sub lot 49688.16 24844.08Electric final fix lot 0.50 EL. Sub lot 26097.45 13048.73Final paints lot 1484.00 PA. Sub. m2 2.11 3132.87

Price/Unit

Price/Unit

Price/Unit

Price/Unit

R.C for columns of Ground Floor

R.C for roof slab of Ground Floor

Ins. Sub Fl.Sub

check

SUBJ: CAPABILITIES OF EQUIPMENT

TYPE OF EQUIPMENT ACTIVITY AVE. CAPABILITY REMARKS

1 BULLDOZERD9 CLEARING 500 SQ.M./HR. OUTPUT/8HRSD9 STRIPPING 200 SQ. M/HR OUTPUT/8HRSD9 EXCAVATION 700-800 CU.M./DAY OUTPUT/8HRSD8 EXCAVATION 600-700 CU.M./DAY OUTPUT/8HRSD7 EXCAVATION 500-600 CU.M./DAY OUTPUT/8HRSD6 EXCAVATION 500 CU. M./DAY OUTPUT/8HRS

QUARRYING 50 CU.M./DAYPUSHING 3 CU.M./HR

2 GRADER SUB-GRADING 300SQ.M./HR.SPREADING 500-600 CU.M./DAY OUTPUT/8HRS

3 PAY LOADER(2.0CU.M. LOADING 300 CU.M./DAY OUTPUT/8HRS4 CRANE SHOVEL LOADING 35 CU.M. HR.5 SHEEP FOOT ROLLER STATIC ROLLING -13 PASSES 45 CU.M./HR. 15 CM. LIFT

VIBRATORY ROLLING -14 PASSES 135CU.M./HR. 15 CM. LIFT6 ROLLER STATIC ROLLING -6 PASSES 24 CU.M./HR. 20 CM. LIFT7 TANDEM ROLLER STATIC ROLLING -6 PASSES 24 CU.M./HR. 20 CM. LIFT

VIBRATORY ROLLING -6 PASSES 77 CU.M./HR. 30 CM.LIFT8 PNEUMATIC ROLLER SELF ROLLING 500-600 CU.M./DAY OUTPUT/8HRS9 PROPELLED

10 DUMP TRUCK 5 CU.M. CAP 5 CU.M./TRIP FLAT ROLLING4 CU.M./TRIP MOUNTAINOUS3.5 CU.M./TRIP

11 DUMP TRUCK 10 CU.M. CAP 10 CU.M./TRIP FLAT TERRAIN

12 TRANSIT MIXER CONC. PAVING BLDGS. 24- 36 BAG/BATCH13 CONCRETE MIXER 10 CU.M./DAY 1 1/2-2 BAG/BATCH 1-BAG/BATCH14 CONCRETE BATCH PLANT 40 TON PER HR(TPH)15 BUGGY HAULING CONC. MIX 6 CU.FT/TRIP16 WHEEL BARROW HAULING AGGREGATE 2.5 CU.FT/TRIP

HAULING CONC. MIX 1.75 CU.FT/TRIP17 CONCRETE VIBRATOR VIBRATING CONC. MIX 40 CU.M./HR.18 WATER TRUCK WATERING 1,000 M./HR.19 ASPHALT DISTRIBUTOR SPRAYING ASPHALT PRIMECOAT 300 SQ.M./HR

20 ROCK CRUSHER CRUSHING MIXED SAND & GRAVEL 30 CU.M./HR.21 CONCRETE FLOOR FINISHES FINISHING CONC. FLOOR 140 SQ.M./HR.

22 SCRAPPER TOWED 12 CU. HAULING HEAP CAPACITY 11 CU.M./TRIP

23 SCRAPPER TOURNA PULL HAULING HEAP CAPACITY 22 CU.M./TRIP45 TON

24 BACKHOE, 0.50 CU.M. CAP EXCAVATION 150 CU.M./DAY

ITEM NO.

40 TON PER HR(TPH)

Equipment Productivity xls

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