31.08.2015_estimation

I EXCAVATION WORKS.N Description of work No Length Breadth Height Quantity

1 Column(including T1) 24 1.90 1.90 1.50 129.962 Combined column footing(F3) 1 2.79 1.50 1.50 6.28

3 Excavation for trench wall 1 29.82 0.75 1.05 23.48

4 Excavation for trench wall at T1 4 0.60 0.75 0.75 1.35

5 Excavation for retaining wall 1 30.03 1.50 1.00 45.04

TOTAL EXCAVATION WORK 206.11

II BACKFILLING WORK

S.N Description of work No Length Breadth Height Quantity

1 Filling in Foundation pita. Volume of rectangular portion 24 1.75 1.75 0.3 22.05b. Volume of trapezoidal portion 24 1.03 1.03 0.45 11.35c. square portion up to GL 24 0.30 0.30 1.05 2.27d. Foundation pit 24 1.90 1.90 1.50 129.96

Backfilling in foundation pit 94.30

2 Backfilling in trench wall 1 36.80 0.14 5.00

TOTAL BACKFILLING WORK 99.30

III GRAVEL SAND FILLING (40:60)


1 Gravel sand filling 1 76.02 0.45 34.209TOTAL OF LAYOUT WORK 34.21

IV EARTH FILLING


1 Earthfilling at T1 1 22.32 2.4 53.568

2 Earthfilling below staircase

ST1 1 7.77 1.5 11.655

TOTAL OF EARTHFILLING WORK 102.68

VI PCC WORK (1:2:4)S.N Description of work No Length Breadth Height Quantity

1 Footing (F1) 21 1.90 1.90 0.08 5.692 Footing (F2) 2 1.75 1.75 0.08 0.463 Combined Footing(F3) 1 3.19 1.90 0.08 0.484 Stair 1(st1) 1 5.97 1.50 0.08 0.67

5 Toe wall 1 76.02 0.60 0.75 34.21

TOTAL PCC WORK (1:2:4) 41.51

VII RCC WORK (1:2:3)

a.RCC work below the Plinth beam including tie beam


1 FootingRectangular portion 24 1.75 1.75 0.3 22.05Trapezoidal portion 24 1.03 1.03 0.15 3.82column up to tie beam 24 0.3 0.3 1.15 2.48

2 Foundation Beam

Exterior 1 45.32 0.30 0.35 4.76

Interior horizontal beam 1 17.45 0.30 0.35 1.83Interior vertical beam 1 17.08 0.30 0.35 1.79

3 Tie Beam Exterior 1 45.32 0.30 0.35 4.76Interior horizontal tie beam 1 17.45 0.30 0.35 1.83Interior vertical beam 1 17.08 0.30 0.35 1.79

TOTAL RCC WORK (1:2:3) (upto lower part of plinth beam) 45.12

b. RCC work for column and beams


1 Column Up to T1 level 24 0.30 0.30 2.10 4.54Up to T2 and T4 level 12 0.30 0.30 3.60 3.89T2 and T4 8 0.30 0.30 3.00 2.16T1 4 0.30 0.30 3.00 1.08T3 8 0.30 0.30 3.60 2.59Between T3 front and T2 front 3 0.30 0.30 0.75 0.20Between T3 front and T1 front 5 0.30 0.30 2.25 1.01Between T2 front and T1 front 3 0.30 0.30 1.47 0.40

2 Beam (excluding slab)beam l=1.810m 6 1.81 0.23 0.25 0.63beam l=2.79m 11 2.79 0.23 0.25 1.79

beam l=2.060 5 2.06 0.23 0.25 0.60beam l=2m 11 2.00 0.23 0.25 1.28beam l=2.6m 9 2.60 0.23 0.25 1.36cantilever l=1.5m 2 1.50 0.23 0.25 0.17beam l=3.35m 7 3.35 0.23 0.25 1.36beam l=1.905m 2 1.91 0.23 0.25 0.22beam at combined footing l = 0.99 1 0.99 0.23 0.25 0.06beam at T1 l = 2.2 8 2.20 0.23 0.25 1.02

crossed beam l= 4.9 4 4.9 0.23 0.23 1.03

TOTAL QUANTITY OF RCC WORK 25.40

c. RCC work for slab

S.N Description of work No Length Breadth Height Quantity1 Slab

FF floor 67.10 0.13 8.52SF floor 39.90 0.13 5.07TF floora. slab of T1 11.56 0.13 1.47

Pyramidical roof 17.59 0.13 2.23

b. slab of T2 20.70 0.13 2.63


c. slab of T3 35.51 0.13 4.51


d. slab of T4 10.43 0.13 1.32


T1 slab 8.99 0.13 1.14

2 Staircasewaist slab 2 1.68 1.50 0.13 0.64steps 6 0.15 1.50 0.30 0.40waist slab 2 8.39 1.50 0.13 3.19steps 24 0.15 1.50 0.30 1.62

QUANTITY OF RCC WORK 35.89

d. RCC work for sill and lintel

S.N No Length Breadth Height Quantity

1 Sill and lintelLintel (for 9"wall) 1 45.32 0.23 0.08 0.78lintel (for 4"wall for doors only) 1 3.345 0.1 0.08 0.03

QUANTITY OF RCC WORK 0.81

VIII REINFORCEMENT WORK


1 Footing 24 1.75 20 840

2 Column

T1 8 9.88 4 316.16T2 8 10.1 8 646.4T3 8 13.43 8 859.52T4 8 9.725 4 311.20

stirrups

T1 8 90 1.2864

T2 8 86 1.2 825.6T3 8 100 1.2 960T4 8 86 1.2 825.60

3 Tie Beam(12dia)beam l=2.5m 4 16.48 65.92beam l=5.19ma. V 3 27.28 81.84b.H 3 27.24 81.72c. C 2 14.76 29.52beam l=5.45m 2 28.28 56.56beam l=3.65m 1 21.10 21.10beam l=6.74m 1 33.44 33.44beam l=6.74m 1 33.46 33.46beam l=11.045m 2 50.66 101.32beam l=3.090m 1 18.84 18.84beam l= 3.650 1 21.10 21.10

8 dia stirrupsbeam l=2.5m 4 18.00 1.20 86.40beam l=5.19ma. V 3 47.00 1.20 169.20b.H 3 37.00 1.20 133.20c. C 2 15.00 1.20 36.00beam l=5.45m 2 50.00 1.20 120.00beam l=3.65m 1 28.00 1.20 33.60beam l=6.74m 1 50.00 1.20 60.00beam l=6.74m 1 50.00 1.20 60.00beam l=11.045m 2 85.00 1.20 204.00beam l=3.090m 1 24.00 1.20 28.80beam l= 3.650 1 28.00 1.20 33.60beam l= 2.360 1 18.00 1.20 21.60

4 Foundation Beambeam l=2.5m 4 16.48 65.92beam l=5.19ma. V 3 27.28 81.84b.H 3 27.24 81.72c. C 2 14.76 29.52beam l=5.45m 2 28.28 56.56beam l=3.65m 1 21.10 21.10beam l=6.74m 1 33.44 33.44beam l=6.74m 1 33.46 33.46beam l=11.045m 2 50.66 101.32beam l=3.090m 1 18.84 18.84beam l= 3.650 1 21.10 21.10


12 dia extra rebarbeam l=2.5m 4 32.96 131.84beam l=5.19ma. V 3 54.56 163.68b.H 3 54.48 163.44

c. C 2 29.52 59.04beam l=5.45m 2 56.56 113.12beam l=3.65m 1 42.20 42.20beam l=6.74m 1 66.88 66.88beam l=6.74m 1 66.92 66.92beam l=11.045m 2 101.32 202.64beam l=3.090m 1 37.68 37.68beam l= 3.650 1 42.20 42.20beam l= 2.360 1 42.20 42.20

5 Beam 16 dia rebar

beam l=2.5m 8 16.48 131.84beam l=5.19ma. V 10 27.28 272.80b.H 9 27.24 245.16c. C 3 14.76 44.28beam l=5.45m 2 28.28 56.56beam l=3.65m 1 21.10 21.10beam l=6.74m 1 33.44 33.44beam l=6.74m 1 33.44 33.44beam l=11.045m 2 50.66 101.32beam l=3.090m 1 18.84 18.84beam l= 3.650 4 21.10 84.40beam l= 2.360 4 3.98 15.92

12 dia extra rebarbeam l=2.5m 8 3.32 26.56beam l=5.19ma. V 10 7.93 79.25b.H 9 7.93 71.33c. C 3 3.90 11.71beam l=5.45m 2 5.25 10.49

beam l=3.65m 1 3.90 3.90beam l=6.74m 1 6.61 6.61beam l=6.74m 1 5.90 5.90beam l=11.045m 2 12.65 25.30beam l=3.090m 1 3.47 3.47beam l= 3.650 4 3.90 15.61beam l= 2.360 4 3.10 12.40


6 Slab8 mm dia 37.80

7 Staircase(St2)16 mm dia 8.348 mm dia 1.47

Staircase16 mm dia 9.828 mm dia 1.73

8 Sill and lintel12 dia re-bar 0.54

6mm dia for stirrups 0.10

Area8 dia re-bar 5.02857E-0512 dia re-bar 0.00011314316 dia re-bar 0.000201143Density of reinforcement (iron) 7874unit weight of reinforcement(iron) 16 1.6unit weight of reinforcement(iron) 12 0.9unit weight of reinforcement(iron) 8 0.45Total length of 8 dia 7365.60Total length of 12 dia 2789.18Total length of 16 dia 4577.20

Total quantity of reinforcement16 dia reinforcement bar 7334.80912 dia reinforcement bar 2510.8018 dia reinforcement bar(stirrups) 3317.7246 dia reinforcement bar 0.10Total quantity of reinforcement 13163.43Wastage and lapping 5% 658.1715Total quantity of reinforcement 13821.60115

IX FORM WORK


1 FootingFooting F1 20 1.75 1.75 0.375 52.5Footing F2 2 1.5 1.5 0.375 4.5Footing F3 1 3.19 1.9 0.375 3.8175

2 Column below plinth beam

Column up to tie beam 24 0.3 0.3 1.05 30.243 Tie Beam

Exterior 1 45.32 0.30 0.35 31.93

Interior horizontal tie beam 1 17.45 0.30 0.35 12.42Interior vertical beam 1 17.08 0.30 0.35 12.17

4 Foundation Beam

Exterior 1 45.32 0.30 0.35 31.93

Interior horizontal tie beam 1 17.45 0.30 0.35 12.42Interior vertical beam 1 17.08 0.30 0.35 12.17

5 Column above plinth(tie) beam Up to T1 level 24 0.30 0.30 2.10 60.48Up to T2 and T4 level 12 0.30 0.30 3.60 51.84T2 and T4 8 0.30 0.30 3.00 28.80T1 4 0.30 0.30 3.00 14.40

T3 8 0.30 0.30 3.60 34.56

Between T3 front and T2 front 3 0.30 0.30 0.75 2.70Between T3 front and T1 front 5 0.30 0.30 2.25 13.50Between T2 front and T1 front 3 0.30 0.30 1.47 5.29

6 Beam (excluding slab)beam l=1.810m 6 1.81 0.23 0.25 6.19beam l=2.79m 11 2.79 0.23 0.25 16.81beam l=2.060 5 2.06 0.23 0.25 5.79beam l=2m 11 2.00 0.23 0.25 12.41beam l=2.6m 9 2.60 0.23 0.25 12.89

cantilever l=1.5m 2 1.50 0.23 0.25 1.75

beam l=3.35m 7 3.35 0.23 0.25 12.68beam l=1.905m 2 1.91 0.23 0.25 2.16beam at combined footing l = 0.99 1 0.99 0.23 0.25 0.62beam at T1 l = 2.2 8 2.20 0.23 0.25 9.84

crossed beam l= 4.9 4 4.9 0.23 0.23 9.40

7 SlabFF floor 67.10 67.10

SF floor 39.90 39.90

TF floora. slab of T1 11.56 11.56Pyramidical roof 17.59 17.59b. slab of T2 20.70 20.70Pyramidical roof 27.41 27.41c. slab of T3 35.51 35.51Pyramidical roof 17.59 17.59d. slab of T4 10.43 10.43Pyramidical roof 17.59 17.59T1 slab 8.99 8.99

8 Staircasewaist slab 2 1.68 1.50 0.13 0.81steps 6 0.15 1.50 0.30 2.97waist slab 2 8.39 1.50 0.13 2.51steps 24 0.15 1.50 0.30 11.88

9 Sill and lintelLintel (for 9"wall) 1 45.32 0.23 0.08 90.64

lintel (for 4"wall for doors only) 1 3.345 0.1 0.08 6.69

TOTAL OF FORM WORK 896.09

X BRICK WORK (1:6)A] SOLING


1 foundation

footing 24 1.9 1.9 86.64

toe wall1 1 29.82 0.75 22.36

2 stair 1 (St1) 1 5.97 1.50 8.963 stair3 1 4.85 1.5 7.27

4 soling at T1 1 17.09 17.09TOTAL SOLING 142.32

B] TOE WALL


1 toe wallfooting 1 1 29.82 0.56 0.17 2.84footing 2 1 29.82 0.46 0.17 2.33

9" brickwall upto tie beam 1 29.82 0.23 0.405 2.78TOTAL BRICK WORK FOR TOE WALL 7.95

C] BRICK WORK (9"wall) at floor level excluding individual temple structure)


1 Brick work for ground floorExterior brick work (breadth = 9") 22.21 0.23 3.30 16.86

Interior brick work (breadth = 9") 5.45 0.23 3.30 4.14

Exterior brick work (breadth = 9") 15.60 0.23 1.77 6.35Interior brick work (breadth = 9") 5.20 0.23 1.77 2.12

Exterior brick work (breadth = 9") 15.60 0.23 1.89 6.80

Interior brick work (breadth = 9") 5.20 0.23 1.89 2.27

BRICK WORK IN SUPER STRUCTURE 38.52

DEDUCTION OF OPENINGS


1 W1 4 0.90 0.23 0.60 0.502 D1 1 1.25 0.23 2.13 0.613 D2 1 1.00 0.23 2.13 0.494 Opening 1 1.5 0.23 2.13 0.73485

DEDUCTION OF OPENINGS FOR BRICK WORK 2.33

BRICK WORK (4"wall)


1 Brick work for ground floorInterior brick work (breadth = 4") 3.17 0.10 2.13 0.67

2 11.74 0.10 1.17

BRICK WORK IN SUPER STRUCTURE 1.85

DEDUCTION OF OPENINGS

Brick work between T1 Level and T3 level along st2


1 D3 1 0.75 0.10 2.13 0.16DEDUCTION OF OPENINGS FOR BRICK WORK 0.16

D] BRICK WORK for individual each templei) BRICK WORK for T1


1 Brick work

8.80 0.23 1.89 3.83

First floor brick work (breadth = 9") 8.80 0.23 2.62 5.30

Deduction for opening 1 1.5 0.23 2.62 0.90BRICK WORK IN TEMPLE T1 8.22

ii) BRICK WORK for T2

S.N Description of work No Length Breadth Height Quantity1 Brick work

First floor brick work (breadth = 9") 1 13.07 0.23 2.62 7.87


iii) BRICK WORK for T3


1 Brick work

Ground floor brick work (breadth = 9")


Addition of brick for 300 cantilever 8 0.3 0.23 3.3 1.82


iv) BRICK WORK for T4


1 Brick work



E) Parapet wall(9"wall)


1 Brick work

Parapet wall at T1 front 1 9.70 2.30 0.90 20.08

Parapet wall at T2 front 1 6.18 2.30 0.90 12.79Parapet wall at T3 front 1 8.19 2.30 0.90 16.95Parapet wall at T4 front 1 4.49 2.30 0.90 9.29

2 Parapet along staircasest1 1 5.39 2.30 0.90 11.16st2 1 4.60 2.30 0.90 9.52

3 Aesthetic works for parapet wall 15.96

BRICK WORK IN TEMPLE T1 95.76

XI PLASTER WORKEXTERIOR WALL PLASTER (1:4)


1 Exterior wall Lvl: 3.75m 2 48.80 3.75 183.00

2 Exterior wall Lvl: 5.25m 2 21.10 1.5 31.653 Exterior wall Lvl: 6.25m 2 13.32 1.2 15.984 Temple T1

a. T1 11.762 3 35.29a'. Pyramidical 4 2.72 10.88a''. Cornice plaster 5.44

5 Temple T2

a. T2 16.372 3 49.12a'. Pyramidical 4 2.72 10.88

a''. Cornice plaster 5.44

6 Temple T3a. T3 27.682 3.6 99.66a'. Pyramidical 4 6.68 26.72a''. Cornice plaster 13.36

7 Temple T4a. T4 11.762 3 35.29a'. Pyramidical 4 2.26 9.04a''. Cornice plaster 4.52

8 DEDUCTION FOR OPENINGSa W1 4 0.90 0.60 2.16b D1 1 1.25 2.13 2.66c D4 3 2.81 8.42

d D5 1 1.27 3.60 4.57DEDUCTION OF OPENINGS FOR PLASTER WORK 17.82

Addition for zig zag aesthetic work as 20% of total exterior wall 46.13

EXTERIOR PLASTER WORK 564.57

INTERIOR WALL PLASTER (1:6)


1Ground floor

office spaces 1 20.24 3.45 69.83PUJARI spaces 1 20.92 3.30 69.04store 1 12.84 3.94 50.53unused space 1 20.56 3.94 81.01

2 Temple a.T1 1 8.8 2.885 25.39b.T2 1 13.4 2.885 38.66

c.T3 1 23.402 3.485 81.56

d. T4 1 8.12 2.885 23.43

3 Parapet wall 1 34.269 1 34.274 DEDUCTION FOR OPENINGS

W1 4 0.90 0.60 2.16D1 1 1.25 2.13 2.66D4 3 2.81 8.42

D5 1 1.27 3.60 4.57

D3 1 0.90 2.13 1.92D2 1 0.75 2.13 1.60

Opening besides the officespace 1 1.50 3.45 5.18

DEDUCTION OF OPENINGS FOR INTERIOR PLASTER WORK 26.51INTERIOR PLASTER WORK 447.19

CEILING PLASTER (1:3)

S.N Description of work No Length Breadth Height Quantity1 Ground floor

office spaces 1 3.50 6.62 23.17PUJARI spaces 1 5.32 5.14 27.34store 1 4.97 1.45 7.21

unused space 1 4.00 5.14 20.56

2 Temple

a.T1 1 2.2 2.2 4.84

b.T2 1 3.35 3.35 11.22c.T3 1 5.14 5.14 26.42d. T4 1 2.06 2.06 4.24

CEILING PLASTER 125.01

XII SCREEDING (1:6)S.N Description of work No Length Breadth Height Quantity

1Ground floor

office spaces 1 3.50 6.62 23.17PUJARI spaces 1 5.32 5.14 27.34store 1 4.97 1.45 7.21unused space 1 4.00 5.14 20.56

2 Temple

a.T1 1 2.2 2.2 4.84

b.T2 1 3.35 3.35 11.22c.T3 1 5.14 5.14 26.42d. T4 1 2.06 2.06 4.24

TOTAL OF SCREEDING WORK 125.01

XIII PAINT WORKS.N Description of work No Length Breadth Height Quantity

1 Exterior wall (Weather coat) 564.572 Interior wall (Emulsion) 447.193 Ceiling (Distemper) 125.014 Putting 1136.76

TOTAL OF SCREEDING WORK 2398.54

XIV MARBLE WORK

S.N Description of work No Length Breadth Height Quantity1 Temple

a.T1 13.6 13.6b.T2 18.2 18.2

c.T3 25.2 25.2

d.T4 12.92 12.92MARBLE WORK INSIDE TEMPLE 69.92 ft. 69.92

XV TILE WORK S.N Description of work No Length Breadth Height Quantity

1 Floor tile

T1 front 16.37 20.962 16.37

T2 front 9.388 14.44 9.39T3 front 6.72 12.2 6.72T4 front 18.22 23.05 18.22

2 Staircasesteps 22 0.15 1.5 2.98 4.95

22 0.3 1.5 13.16 9.90steps 12 0.15 1.5 4.269 2.70

12 0.3 1.5 4.269 5.40

TERRACE TILE WORK 95.33 65.55

XVI WOODEN DOORSDOOR FRAMES

S.N Description of work No Length Breadth Height Quantity1 D1 1 6.76 0.10 0.10 1.352 D2 1 5.76 0.10 0.10 1.153 D3 1 6.26 0.10 0.10 1.25

WOOD WORK 3.76

DOOR SHUTTERSS.N Description of work No Length Breadth Height Quantity

1 D1 1 1.25 2.13 5.322 D2 1 0.75 2.13 3.203 D3 1 1.00 2.13 4.26

WOOD WORK 12.78

XVII WOODEN WINDOWSWINDOW FRAMES

S.N Description of work No Length Breadth Height Quantity1 W1 1 3.00 0.10 0.10 0.602 W2 1 2.58 0.10 0.10 0.52

WOOD WORK 1.12

WINDOW SHUTTERSS.N Description of work No Length Breadth Height Quantity

1 W1 1 0.90 0.60 1.082 W2 1 0.39 0.60 0.47

WOOD WORK 1.55

XVIII EXTERIOR AESTHETIC STONE WORKOUTER AESTHETIC WORKS(WITH STONE OR BRICK)


1 Total length of perimeter 1 58.78 0.60 3.60 423.22STONE WORK 423.22

Remarks(Explanation)

cu.m.


[Refer to foundation drawing]

length = breadth = (1.75+0.3)/2

cu.m.

(Total length of centre line)L= 0.21x2 + 1x4 + 0.4x4 + 3.3+1.65 + 1.051 + 1.19x7 + 0.455x3 + 1.75x4+ 2x0.55

(Total length of centre line)L= 10.392 + 1.72 + 0.13 +3.87 + 5.69 +3.1 + 5.13

[Refer to trench wall drawing] Breadth = area of cross section of filling i.e. area of trench - area of trench wall = 0.45X0.75 - (0.56X0.17 + 0.46X0.17 + 0.23X0.105)


Area of filling = lengthcu.m.


cu.m.


cu.m.

see the ground floor plan and sectional dwg at YY and length = area of earthfilling

7.77 is the area of cross section in sq.m. and see the section at XX

total length of centreline: length from excavation work + 63X0.8 + 4X0.6 - 24X0.3where 63 is no. of times of 0.8 around column and 4 is no. of times of 0.6 around 1.75 column


Length = 2.6X3 +2X3 + 0.3 at crossed beam + 3.35Length = 1.8 +2.79X4 + 2.06X2

cu.m.


Refer the sectional at Z-Z drawings

Length = 2.6X2 + 2X2 + 1.8X2 + 2.79X4 + 2.06 + 3.35X2 + 1.9X2 + 2.2X4

Refer to structural sectional beam drawings

Refer to structural secondary sectional beam drawingscu.m.


length = area of slab





Length = lateral surface area of pyramid where as quantities area calculated by multiplying thickness of slab







breadth refers to the number of reinforcement requird

breadth refers to the number of reinforcement requird

breadth refers to length of stirrups whereas length refers to the number of stirrups required

kg

kgkg

kgkg

kg

kg




Refer the sectional at Z-Z drawings

Refer to structural sectional beam drawings

Length = 2.6X2 + 2X2 + 1.8X2 + 2.79X4 + 2.06 + 3.35X2 + 1.9X2 + 2.2X4

Length = 2.6X2 + 2X2 + 1.8X2 + 2.79X4 + 2.06 + 3.35X2 + 1.9X2 + 2.2X4

Refer to structural secondary sectional beam drawings


length = area of slabLength = lateral surface area of pyramid length = area of slabLength = lateral surface area of pyramid length = area of slabLength = lateral surface area of pyramid length = area of slabLength = lateral surface area of pyramidlength = area of slab

Sq.m.


considering a combined footing as two isolated column



L = 2.94 X2 + 2.29 + 2.55 + 2.9 + 1.29 + 3.65 + 3.65

Length of toe wall is derived from the excavation work table above

L= 2.36 + 3.090L = 3.090X2 + 2.110X2 + 2.3 + 2.9L = 2.9 + 2.3

L = 2.9 + 2.3 ( brickwork between T1 level and T3 level)


check the drawings for details


L = 3.090X2 + 2.110X2 + 2.3 + 2.9 ( brickwork between T1 level and T3 level

length= area of cross section ( 8.23 + 2.25X1.558) and see the section at Y-Y



L = 4X 2.2 ( column to column for creating box effects

L = 4X 2.2 neglecting niches on wall around the temple


L = 4X 3.267 excluding the column



considering aesthetic look of main temple T3




L = 2.5X3 + 2.2L = 2 X 3.09L = 1.97 + 2.110 + 3.090 + 1.02L = 3.09 + 1.04

L= length of stringer of staircaseL= length of stringer of staircaseconsidering as 20% of total

9" brickwork for parpet wall inorder to derive the aesthetic look of mountain shape as per elevation


L = overall length of stone façade around the temple

L = perimeter of exterior façade portion





Length= perimeter of internal wall= 2(3.5 + 6.62)Length= perimeter of internal wall= 2(5.32 + 5.14)Length= perimeter of internal wall= 2(4.97 + 1.45)Length= perimeter of internal wall= 4 X 5.14

Length= perimeter of internal wall= 4 X 2.2Length= perimeter of internal wall= 4 X 3.35

Length= perimeter of internal wall= 4 X 2.03L =1.401+2.789*2+15.35+11.94

Length= perimeter of internal wall= 4X 5.2 + edges of column


Remarks(Explanation)marble work in interior floor of temple


tile work on outside the each temple or in ciculation route in order to prevent from slipping during wet season and also skirting is also provided since circulation along temple is open Length = perimeter of each open area of each temple front and staircase area.



tile work on outside the each temple or in ciculation route in order to prevent from slipping during wet season and also skirting is also provided since circulation along temple is open Length = perimeter of each open area of each temple front and staircase area.




height is considered from maximum heightcu.m

Analysis Sheetunit: 1 sq.m.

6 Sources Description Quantity unit U.RateA4 Labour unskilled 0.01 m.d. 415.00

Sub-total15% contract overhead

Rate per sq.m. Total contract rateRs. 4.77

unit: 1 cu.m.10 Sources Description Quantity unit U.RateB 1 Labour unskilled 0.70 m.d. 415.00

Equipments 3% of labour costSub-total15% contract overheadTotal contract rate

Rate per cu.m.Rs. 344.09


Materials Clay 1.50 cu.m. 220.00Water 5.00 litre 0.25

Sub-totalRate per cu.m. 15% contract overhead

Rs. 619.56 Total contract rate


Job descriptions:- Site clearance works including cutting grass and levelling the surface

Job descriptions:- Earth work in excavation in soft clay and silty soil including disposal upto 10 m lead and 1.5 m lift.

Job descriptions:- Earth work in filling . (Spreading soil in layer of 15/15 cm, spraying water and compact soil) including hullage upto 10 m.

Job descriptions:- sand filling work . (supplying of sand from quarry and spreading in layer of 15/15 cm, spraying water and compact sand) including hullage upto 10 m.

Materials sand 1.1 cu.m. 1730.19Water 5.00 litre 0.25




Material Gravel 1.1 cu.m. 1165.23Sub-total

Rate per cu.m. 15% contract overheadRs. 1831.95 Total contract rate

Norms - 11(15)-b - page 65Sources Description Quantity unit U.Rate

Labours Skilled m.d. 0.50 600.00Unskilled m.d. 1.00 415.00

Materials Brick Nos 420.00 22.00Sand 0.71 1730.19

Sub-total15 % Contractor's profit and overheadTotal Rate per

(Supplying of brick, cement sand and preparation of mortar including 30 m hulage)unit: 1 cu.m.

32 Sources Description Quantity unit U.RateC 2

Laboursa) Skilled 1.50 m.d. 600.00

5 (2) A b) Unskilled 2.20 m.d. 415.00c) unskilled(scaffolding) 0.20 m.d. 415.00

Materials

Brick 560 Nos 8.00Cement 0.07 MT 14320.00

River sand 0.30 1730.19water 100.00 Lt. 0.25

ScaffoldongSub-total

Rate per cu.m. 15% contract overhead

Job descriptions:- Gravelling works in foundation along with compaction including hulage of 10 m

Job descriptions:- Flat brick soling (including hulage up to 30 m.)

Unit :- 10 M2

M3

M3

Job descriptions:- First class brick work in 1:6 cement sand mortar in ground floor

M3

3 % of labour cost of scafolding



33 Sources Description Quantity unit U.RateC 2

Laboursa) Skilled 1.50 m.d. 600.00

5 (2) B b) Unskilled 2.20 m.d. 415.00c) unskilled(scaffolding) 0.70 m.d. 415.00

Materials

Brick 560 Nos 8.00Cement 0.07 MT 14320.00

River sand 0.30 1730.19water 100.00 Lt. 0.25

ScaffoldongSub-total


(Supplying of stone, cement, sand and preparation of mortar including 30 m hulage)unit: 1 cu.m.

38 Sources Description Quantity unit U.RateC 6 Labours

a) Skilled 1.50 m.d. 600.00b) Unskilled 5.00 m.d. 415.00

Materials

cement 0 MT 14320.00 sand 0.45 1730.19

Block stone 1.00 1765.50Bond stone 0.10 1765.50

Water 100 Lt. 0.25Sub-total


unit: 1 cu.m.47 Sources Description Quantity unit U.RateD1 Labours


Materials

cement 0.32 MT 14320.00

Job descriptions:- First class brick work in 1:6 cement sand mortar above ground floor

M3

3 % of labour cost of scafolding

Job descriptions:- Random Rubble Stone masonry work in 1:4 cement sand mortar

M3

M3

M3

Job descriptions:- Cement concrete (1:2:4) work in foundation and wall including supply of all materials and hulage up to 30 m.

Materials

40 mm crushed stone aggregate 0.52 1942.05

20 mm crushed stone aggregate 0.22 2012.6710 mm stone aggregate 0.11 1836.12sand 0.445 1836.12water 150 Lt. 0.25





Materials

cement 0.40 MT 14320.00

20 mm crushed stone aggregate 0.57 2012.6710 mm stone aggregate 0.29 1836.12sand 0.43 1836.12water 200 0.25





Materials TMT rod 1.05 MT 80450.00Binding wire 10.00 kg 86.72



unit: 10 cu.m.

M3

M3

M3

M3

Job descriptions:- Cement concrete (1:1.5:3) work in superstructure deck slab and beam including supply of all materials and hulage up to 30 m.

M3

M3

M3

M3

Job descriptions:- Cutting, bending,placing as per drawing and binding of reinforcement bar for RCC work including supply of all materials and hulage up to 30 m.

Job descriptions:- Construction of wooden form for RCC slab including supply of all materials, dismantling and hulage up to 30 m.

59 Sources Description Quantity unit U.Rate

Laboursa) Skilled 1.72 m.d. 600.00b) Unskilled 2.57 m.d. 415.00

Materials soft wood 0.07 cu.m. 33721.05screw, nails 2.50 kg 99.00

Sub-totalrate per sq.m. 15% contract overhead

5412.49 Rs. 541.24 Total contract rate10

unit: 10 cu.m.60 Sources Description Quantity unit U.RateE1 Labours


Materials soft wood 0.07 cu.m. 33721.05screw, nails 2.50 kg 99.00



unit: 100 cu.m.61 Sources Description Quantity unit U.RateE2 Labours


Materials

19 mm Board 16.50 cu.m. 1124.42softwood 0.23 cu.m. 33721.05Metal pipe(NMB 50-M) 4.40 No. 1771.00screw, nails 25.00 kg 99.00



unit: 10 cu.m.63 Sources Description Quantity unit U.Rate

Job descriptions:- Construction of wooden form for RCC column including supply of all materials, dismantling and hulage up to 30 m.

Job descriptions:- Construction of formwork for RCC slab using metal pipe, plyboard including supply of all materials, dismantling and hulage up to 30 m.

Job descriptions:- Construction of formwork for RCC beam (depth from 0.3 m to 0.80)using metal pipe, plyboard including supply of all materials, dismantling and hulage up to 30 m.

=

=

=

E4 Laboursa) Skilled 2.67 m.d. 600.00b) Unskilled 4.00 m.d. 415.00

Materials softwood 0.07 cu.m. 33721.05screw, nails 2.50 kg 99.00



unit: 1 cu.m.88 Sources Description Quantity unit U.Rate

F21 Laboursa) Skilled 34.00 m.d. 600.00b) Unskilled 3.40 m.d. 415.00

MaterialsSal wood 1.10 cu.m. 144771.00Holdfast 92.00 no. 15.71screw nail 184.00 no. 2.06


Rs 210315.97 Total contract rate

Unit :- 2.114 sqm89 Sources Description Quantity unit U.RateG2 Labours

a) Skilled 10.00 m.d. 600.00b) Unskilled 1.00 m.d. 415.00Sal wood 0.08 144771.00

Materials 100mm Hinge 6.00 Nos 26.00150mm tower bolt 1.00 Nos 59.00300mm tower bolt 1.00 Nos 94.00Mortice luck 1.00 Nos 1532.00Handle 150mm 2.00 Nos 28.00screw, nails L.S.

Sub-totalrate per sq.m. Rs 15% contract overhead

Rs 23595.42 = 11161.50 Total contract rate2.114

Unit :- 2.23 sqm91 Sources Description Quantity unit U.Rate

Job descriptions:- Construction and fitting of sal wood frame for door and window (frame size =100mm*75mm and door of size 900mm*2100mm is taken for rate analysis)

Job descriptions:- Construction and fitting of 38 mm thick panel door shutter of sal wood (shutter size =1.07 m *1.982 m is taken for rate analysis)

M3

Job descriptions:- Construction and fitting of 38*75 mm glaze window shutter of sal wood with 5 mm thick glass (shutter size =1.829 m *1.22 m is taken for rate analysis)

=

G3 Laboursa) Skilled 9.00 m.d. 600.00b) Unskilled 0.90 m.d. 415.00

Materials

Sal wood 0.05 144771.005 mm glass 1.09 sq.m. 804.3175mm hinge 8.00 Nos 14.00100 mm tower bolt 4.00 Nos 35.00normal handle 2.00 Nos 28.00screw, nails L.S.


16195.38 Rs Total contract rate2.23 = 7262.50

Unit :- 2.245 sqm94 Sources Description Quantity unit U.RateG4 Labours


Materials

Sal wood 0.03460 144771.004mm teak plywood 4.65 sq. m. 591.80100 mm Hinge 3.00 Nos 26.00150 mm tower bolt 2.00 Nos 59.00Mortis lock 1.00 Nos 551.25screw, nails L.S.


Rs. 15000.24 = 6681.62 Total contract rate2.245

Unit: 10 sq.m.150 Sources Description Quantity unit U.RateG4 Labours


MaterialsAntislip cement tile 11.00000 sq.m. 860.80cement 0.08 14320.00sand 0.22 1730.19



M3

Job descriptions:- Construction and fitting flush door shutter of 38 mm thick sal wood frame with fixing 4mm thick teak plywood in both side (shutter size =1.092 m *2.058 m is taken for rate analysis)

M3

Job descriptions:- 300 X 300 mm with 25 mm thick antislip cement tile flooring on cement sand ratio of 1:4

M3

M3

Unit :- 100 sqm159 Sources Description Quantity unit U.RateI1 Labours


Materials Cement 0.62500 MT 14320.00sand 1.28 cu.m. 1730.19













unit=10 sq.m.180 Sources Description Quantity unit U.RateI17 Labours


Materials White putty 10.64 kg 61.00Sub-total

rate per sq.m. 15% contract overhead1913.64 Rs. 191.36 Total contract rate

Job descriptions:- 12.5 mm thick cement sand (1:3) plaster work (ceilings)

Job descriptions:- 12.5 mm thick cement sand (1:6) plaster work (interior)

Job descriptions:- 20 mm thick cement sand (1:4) plaster work (exterior)

Job descriptions:- 2mm plain cement white putty on wall and ceiling

10

unit=100 sq.m.189 Sources Description Quantity unit U.RateJ4 Labours


Materials cement paint 48.50 kg 60.00Sub-total

rate per sq.m. 15% contract overhead9182.75 Rs. 91.83 Total contract rate

100

unit=100 sq.m.190 Sources Description Quantity unit U.RateJ5 Labours


Materials cement paint 8.10 ltr 315.00ready paint 9.00 ltr 463.00



unit=10 sq.m.231 Sources Description Quantity unit U.RateK2 Labours


Materials

cement 0.12 MT 14320.00Sand 0.17 Cu.m. 1730.19water proof compund 2.88 kg 0.0012 mm aggregates 0.34 cu.m. 2012.67



Job descriptions:- Two coat water proof cement paint work

Job descriptions:- Two coat ready made enamel paint work after application of one coat primer

Job descriptions:- 3.8 cm thick cement concrete (1:2:4) DPC

Analysis Sheetunit: 1 sq.m.

Amount Total amount4.15 4.15

4.1515% contract overhead 0.62Total contract rate 4.77

unit: 1 cu.m.Amount Total amount290.50 290.50

8.71299.21

15% contract overhead 44.88Total contract rate 344.09

unit: 1 cu.m.Amount Total amount207.50 207.50330.00

1.25 331.25538.75



Earth work in filling . (Spreading soil in layer of 15/15 cm, spraying water and compact soil) including hullage upto 10 m.

sand filling work . (supplying of sand from quarry and spreading in layer of 15/15 cm, spraying

1903.211.25 1904.46



1281.75 1281.751593.00


Amount Total amount300.00415.00

9240.001228.43

11183.431677.52

12860.951286.10


Amount Total amount900.00913.0083.00 1896.00

4480.001002.40519.0525.00 6026.45

2.497924.94

15% contract overhead 1188.74

Gravelling works in foundation along with compaction including hulage of 10 m

First class brick work in 1:6 cement sand mortar in ground floor

Total contract rate 9113.68


Amount Total amount900.00913.00290.50 2103.50

4480.001002.40519.0525.00 6026.45

8.718138.66


(Supplying of stone, cement, sand and preparation of mortar including 30 m hulage)unit: 1 cu.m.

Amount Total amount900.00

2075.00 2975.002276.88778.58

1765.50176.5525.00 5022.51


unit: 1 cu.m.Amount Total amount600.00

1660.00 2260.004582.40

First class brick work in 1:6 cement sand mortar above ground floor

Random Rubble Stone masonry work in 1:4 cement sand mortar

Cement concrete (1:2:4) work in foundation and wall including supply of all materials and hulage

1009.86

442.78201.97817.0737.50 7091.58


unit: 1 cu.m.Amount Total amount480.00

2905.00 3385.005728.00

1147.22532.47780.3550.00 8238.04


unit: 1 cu.m.Amount Total amount7200.004980.00 12180.00

84472.50867.20 85339.70


unit: 10 cu.m.

Cement concrete (1:1.5:3) work in superstructure deck slab and beam including supply of all

Cutting, bending,placing as per drawing and binding of reinforcement bar for RCC work including

Construction of wooden form for RCC slab including supply of all materials, dismantling and

Amount Total amount1032.001066.55 2098.552360.47247.50 2607.97


unit: 10 cu.m.Amount Total amount2248.802333.13 4581.932360.47247.50 2607.97


unit: 100 cu.m.Amount Total amount

10320.0010665.50 20985.5018552.937823.287792.402475.00 36643.61



Construction of wooden form for RCC column including supply of all materials, dismantling and

Construction of formwork for RCC slab using metal pipe, plyboard including supply of all materials,

Construction of formwork for RCC beam (depth from 0.3 m to 0.80)using metal pipe, plyboard

1602.001660.00 3262.002360.47247.50 2607.97



20400.001411.00 21811.00

159248.101445.32379.04 161072.46


Amount Total amount6000.00415.00 6415.00

12160.76156.0059.0094.00

1532.0056.00

45.00 14102.7620517.76


Amount Total amount

Construction and fitting of sal wood frame for door and window (frame size =100mm*75mm and

Construction and fitting of 38 mm thick panel door shutter of sal wood (shutter size =1.07 m *1.982

Construction and fitting of 38*75 mm glaze window shutter of sal wood with 5 mm thick glass

5400.00373.50 5773.50

7093.77872.67112.00140.0056.0035.00 8309.44



5009.072751.87

78.00118.00551.2545.00 8553.19



9468.801159.92380.64 11009.36


Construction and fitting flush door shutter of 38 mm thick sal wood frame with fixing 4mm thick teak plywood in both side (shutter size =1.092 m *2.058 m is taken for rate analysis)

300 X 300 mm with 25 mm thick antislip cement tile flooring on cement sand ratio of 1:4






11599.203806.41 15405.61


Amount Total amount600.00415.00 1015.00649.04 649.04


Amount Total amount3000.002075.00 5075.002910.00 2910.00





1718.40294.13

0.00684.30 2696.83


Two coat ready made enamel paint work after application of one coat primer

beam centreline LD 0.25L width of column number of rodPrimary beam main16 5.19 0.96 0.5275 0.3 4

Extra12 10.7725

Secondary beam main 0.96 0.5275 0.3 4extra 1

0.7725

Primary beam main 5.2 0.96 0.575 0.3 4Extra 1

0.725

Secondary beam main 0.96 0.575 0.3 4extra 1

0.725

cantilever main16 6

Primary beam main16 5.45 0.96 0.59 0.3 4Extra12 1

0.7725


0.7725



0.725

0.9125

0.54875


0.59

0.3225


foundation footings12 dia 20 in each footings

T1 3.75 3.75 2.38 9.88 35T2 3.75 3.75 2.6 10.1 35T3 3.75 3.4 3.9 2.38 13.43 35T4 3.75 3.375 2.6 9.725 35

number of stirrups @ centre number of stirrups @ end length of rod total length unit13 24 6.81 27.24 m

1.56251.75 5.12 m

1.8075

6.81 27.241.5625

1.6 7.925 m1.8825

2.88

13 24 6.82 27.28 m1.611.75 5.12 m1.76

6.82 27.281.61

1.6 7.925 m1.835

2.88total 109.04 m

2.46 14.76 m

14 26 7.07 28.28 m1.625

1.8125 5.245 m1.8075

18 32 8.365 33.46 m1.951252.13875 5.8975 m

1.8075

10 18 5.275 21.1 m3.9025

3.9025 m

31 54 12.665 50.66 m1.611.75 12.65 m1.76

2.08751.9475

1.91125

1.58375

16 24 8.36 33.44 m1.80751.8125 6.6075 m

1.6251.3625

6 12 4.12 16.48 m3.32 3.32 m

total Length of 16 dia bar

34 2130 2130 35 2030 21

Main temple EstimationCost calculation

S.N. Descriptions of items UniteQuantity Rate Amount

1 m3 206.11 344.09 70,920.77

2 m3 236.19 619.56 146,331.71

3 m3 34.21 2524.20 86,350.32

3 m3 142.32 1286.10 183,040.32

4 m3 41.51 10754.31 446,418.18

5 m3 107.22 13366.49 1,433,150.22

6 Sqm 896.09 675.04 604,896.67

Earthwork in excavation Works : Earth work excavation for drain and trenches including struting, bracing sheeting & disposal upto 10m & lift upto 1.5m all complete as per site condition and specification.

Earth filling Works: Providing and filling in foundation and floors with pit gravel of approved quality and size packed with sand including watering, hammering and compaction as specified

Gravel and sand filling Works: Providing and filling in plinth floors with pit gravel of approved quality and size packed with sand including watering, hammering and compaction as specified

Brick Soling Works: Stone soling work in foundation & leveling it also including 30 m lead

P.C.C. Works(1:3:6): Providing & placing manually mixed non structural cement concrete 1:3:6 (cement:sand:aggregate) including compaction curing, testing &lead 30m etc all complete as per specification & drawing

Providing and placing Reinforced cement concrete (1:1.5:3) work

Formworks for P.C.C.: Providing , Preparation & Installing form work including necessary supports & removing after completion, lead 30m etc all complete as per specification & drawing

7 m3 423.22 9197.13 3,892,372.57

8 m3 183.40 9359.45 1,716,566.96

9 Mt. 13.82 112147.65 1,550,104.82

10 m3 4.87 210315.97 1,024,491.15

11 Sqm 12.78 11161.50 142,599.16

12 Sqm 1.55 7262.50 11,242.35

13 Sqm 447.19 253.31 113,275.74

14 Sqm 125.01 327.34 40,920.20

Stone Masonry Works: Providing & laying Random rubble masonry in cement mortar 1:4 (cement:sand) including scaffolding curing, preparation of mortar etc complete mason height 0-5m lead 30m (manual mixing) mortar 35%

Brick Masonry Works (1:4) :First class fair face brick work in wall with chimney made bricks in cement sand mortar (1:4) in perfect line, level and finishing, lead 30m as per specification.

Reinforcement Works: Providing & laying Reinforcement including cutting, bending, binding, fixing in position & lead 30m etc all complete as per specification & drawing

supply and installation of Sal wood work for frame of door & window -

supply and installation of 38 mm thick panel door shutter

supply and installation of 38 mm thick glazed window shutter with 5mm thick glass

Plaster works: Providing & applying 12 mm thick cement plaster (cement:sand) 1:6 including mortar mixing, scaffolding, curing etc complete as per specification lead 30m (manual mixing)

Plaster works: Providing & applying 12 mm thick cement plaster (cement:sand) 1:3 including mortar mixing, scaffolding, curing etc complete as per specification lead 30m (manual mixing)

15 Sqm 564.57 253.31 143,008.70

16 Sqm 564.57 191.36 108,038.09

17 Sqm 572.20 156.33 89,448.65

18 Sqm 19.20 156.33 3,000.69

17 Sqm 135.47 1441.16 195,231.47

18 Sqm 125.01 474.59 59,326.45

Total 12,060,735.20 Vat @ 13% 1,567,895.58 Total 13,628,630.77

Note: Analysis of Rate is based on the Kathmandu valley 2070/71

Plaster works: Providing & applying 20mm thick cement plaster (cement:sand) 1:4 including mortar mixing, scaffolding, curing etc complete as per specification lead 30m (manual mixing)

2mm plain cement white putty on wall and ceiling

Two coat water proof cement (weather coat) painting after application of one coat white cement

Two coat enamel painting after application of one coat wood primer

300 X 300 mm with 25 mm thick antislip cement tile flooring on cement sand ratio and skirting with same cutting tiles

3.8mm thick roof water proofing with 1:1.5:3 cement concrete with water proofing compound

Above rate used in cost estimation doesnot include the cost of aesthetic such as cornice, decorating materials, gajur, etc since it depends on workmanship of labour and locally as well as other factors

Main temple EstimationCost calculation

Remarks

Above rate used in cost estimation doesnot include the cost of aesthetic such as cornice, decorating materials, gajur, etc since it depends on workmanship of labour and locally as well as other factors

31.08.2015_estimation

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