41
L B D 1 Earth work Excavation(for Footings) F1 Cu.m. 28 1.82 1.82 1.50 139.12 F2 Cu.m. 38 1.82 1.82 1.50 188.81 F3 Cu.m. 31 1.97 1.97 1.50 180.83 F4 Cu.m. 1 2.12 2.12 1.50 6.77 515.52 Earth work Excavation(for CRS) Long Span a)21.87 m. span Cu.m. 4 18.32 0.43 0.40 12.60 b)9.89 m. span Cu.m. 6 8.10 0.43 0.40 8.36 c)3.903 m. span Cu.m. 16 3.00 0.43 0.40 8.26 d)Staircase Cu.m. 1 3.06 0.43 0.40 0.53 e)Lift Cu.m. 1 1.16 0.43 0.40 0.20 a)Quarter 7 Cu.m. 3 6.96 0.43 0.40 3.59 Short Span a)33.528 m.span Cu.m. 1 30.77 0.43 0.40 5.29 b)12.696 m. span Cu.m. 14 11.32 0.43 0.40 27.25 c)Quarter 7 Cu.m. 2 1.98 0.43 0.40 0.68 d)Quarter 7 open area Cu.m. 1 1.26 0.43 0.40 0.22 e)Staircase Area Cu.m. 1 7.66 0.43 0.40 1.32 f)Lift Area Cu.m. 1 1.90 0.43 0.40 0.33 a)Corridor Cu.m. 1 7.67 0.43 0.40 1.32 b)Quarter 7 Cu.m. 2 2.95 0.43 0.40 1.01 70.96 586.48 Cum 2 Anti Termite Treatment Sq.mt 1 Floor Area 608.20 3 P.C.C. for Footings F1 Cum 28 1.52 1.52 0.15 9.70 F2 Cum 38 1.52 1.52 0.15 9.70 F3 Cum 31 1.67 1.67 0.15 15.93 F4 Cum 1 1.82 1.82 0.15 0.50 35.84 3(a) P.C.C.(for CRS) (I)P.B1 Long Span a)21.87 m. span Cu.m. 4 18.32 0.23 0.10 1.69 b)9.89 m. span Cu.m. 6 8.10 0.23 0.10 1.12 c)3.903 m. span Cu.m. 16 3.00 0.23 0.10 1.11 d)Lift Area Cu.m. 1 3.06 0.23 0.10 0.07 e)Lift Cu.m. 1 1.16 1.23 0.10 0.14 Short Span a)33.528 m.span Cu.m. 1 30.77 0.23 0.10 0.71 b)12.696 m. span Cu.m. 14 11.32 0.23 0.10 3.64 c)Quarter 7 Cu.m. 2 1.98 0.23 0.10 0.09 d)Quarter 7 open area Cu.m. 1 1.26 0.23 0.10 0.03 e)Staircase Area Cu.m. 1 7.66 0.23 0.10 0.18 f)Lift Area Cu.m. 1 1.90 0.23 0.10 0.04 (II)P.B2 Long Span Total Quantity Name Of The Work : Propsed construction of STAFF QUARTERS (700 Sft) Ground floor for M/s AMODA SPINTEX PRIVATE LIMITED. Jaggayyapet, Krishna (Dist), A.P Detailed Estimate Staff Quarters (700 sft) Quantities-Ground Floor Sl.No Description of Item UOM No's Measurements Quantity

Staff Quarters - 700 Sft

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Page 1: Staff Quarters - 700 Sft

L B D

1 Earth work Excavation(for Footings)

F1 Cu.m. 28 1.82 1.82 1.50 139.12

F2 Cu.m. 38 1.82 1.82 1.50 188.81

F3 Cu.m. 31 1.97 1.97 1.50 180.83

F4 Cu.m. 1 2.12 2.12 1.50 6.77

515.52

Earth work Excavation(for CRS)

Long Span

a)21.87 m. span Cu.m. 4 18.32 0.43 0.40 12.60

b)9.89 m. span Cu.m. 6 8.10 0.43 0.40 8.36

c)3.903 m. span Cu.m. 16 3.00 0.43 0.40 8.26

d)Staircase Cu.m. 1 3.06 0.43 0.40 0.53

e)Lift Cu.m. 1 1.16 0.43 0.40 0.20

a)Quarter 7 Cu.m. 3 6.96 0.43 0.40 3.59

Short Span

a)33.528 m.span Cu.m. 1 30.77 0.43 0.40 5.29

b)12.696 m. span Cu.m. 14 11.32 0.43 0.40 27.25

c)Quarter 7 Cu.m. 2 1.98 0.43 0.40 0.68

d)Quarter 7 open area Cu.m. 1 1.26 0.43 0.40 0.22

e)Staircase Area Cu.m. 1 7.66 0.43 0.40 1.32

f)Lift Area Cu.m. 1 1.90 0.43 0.40 0.33

a)Corridor Cu.m. 1 7.67 0.43 0.40 1.32

b)Quarter 7 Cu.m. 2 2.95 0.43 0.40 1.01

70.96

586.48 Cum

2 Anti Termite Treatment Sq.mt 1 Floor Area 608.20

3 P.C.C. for Footings

F1 Cum 28 1.52 1.52 0.15 9.70

F2 Cum 38 1.52 1.52 0.15 9.70

F3 Cum 31 1.67 1.67 0.15 15.93

F4 Cum 1 1.82 1.82 0.15 0.50

35.84

3(a) P.C.C.(for CRS)

(I)P.B1

Long Span

a)21.87 m. span Cu.m. 4 18.32 0.23 0.10 1.69

b)9.89 m. span Cu.m. 6 8.10 0.23 0.10 1.12

c)3.903 m. span Cu.m. 16 3.00 0.23 0.10 1.11

d)Lift Area Cu.m. 1 3.06 0.23 0.10 0.07

e)Lift Cu.m. 1 1.16 1.23 0.10 0.14

Short Span

a)33.528 m.span Cu.m. 1 30.77 0.23 0.10 0.71

b)12.696 m. span Cu.m. 14 11.32 0.23 0.10 3.64

c)Quarter 7 Cu.m. 2 1.98 0.23 0.10 0.09

d)Quarter 7 open area Cu.m. 1 1.26 0.23 0.10 0.03

e)Staircase Area Cu.m. 1 7.66 0.23 0.10 0.18

f)Lift Area Cu.m. 1 1.90 0.23 0.10 0.04

(II)P.B2

Long Span

Total Quantity

Name Of The Work : Propsed construction of STAFF QUARTERS (700 Sft) Ground floor for M/s

AMODA SPINTEX PRIVATE LIMITED. Jaggayyapet, Krishna (Dist), A.P

Detailed Estimate

Staff Quarters (700 sft) Quantities-Ground Floor

Sl.No Description of Item UOM No'sMeasurements

Quantity

Page 2: Staff Quarters - 700 Sft

L B D

Detailed Estimate

Staff Quarters (700 sft) Quantities-Ground Floor

Sl.No Description of Item UOM No'sMeasurements

Quantity

a)Quarter 7 Cu.m. 3 6.96 0.23 0.10 0.48

Short Span

a)Corridor Cu.m. 1 7.67 0.23 0.10 0.18

b)Quarter 7 Cu.m. 2 2.95 0.23 0.10 0.14

9.60

3(b) P.C.C.(For Flooring)

Ground Floor(Quarters 1,2,3,4,5,6,8,9)

Living /Dining Cu.m. 8 6.32 3.05 0.1 15.41

Bedroom (11'-0"X10'-9") Cu.m. 8 3.35 3.27 0.1 8.78

Bedroom (12'-0"X10'-0") Cu.m. 8 3.66 3.05 0.1 8.92

Kitchen Cu.m. 8 3.35 1.90 0.1 5.11

Corridor Cu.m. 1 33.53 1.98 0.1 6.63

Toilet(4'-0"x7'-0") Cu.m. 16 1.22 2.13 0.1 4.16

Quarter 7

Living /Dining Cu.m. 1 3.20 5.41 0.1 1.73

Bedroom Cu.m. 1 3.27 3.05 0.1 1.00

Kitchen Cu.m. 1 2.74 2.21 0.1 0.61

Utility Cu.m. 1 1.75 1.06 0.1 0.19

Toilet(5'-9"x3'-6") Cu.m. 1 1.75 1.06 0.1 0.19

C.Toilet(4'-0"x6'-3") Cu.m. 1 1.22 1.90 0.1 0.23

52.95

98.40

4 R.C.C for Footings

F1 Cum 28 1.22 1.22 0.23 9.38

F2 Cum 38 1.22 1.22 0.23 12.73

F3 Cum 31 1.37 1.37 0.23 13.42

F4 Cum 1 1.52 1.52 0.30 0.70

F1' Cum 28 0.77 0.77 0.23 3.74

F2' Cum 38 0.77 0.77 0.23 5.07

F3' Cum 31 0.92 0.92 0.23 5.93

F4' Cum 1 1.07 1.07 0.23 0.26

51.21

5 R.C.C. for Columns

a)Footing to Plinth beam Top

C1,C2,C3,C4,C5,C6,C7,C8,C37,C38,C42,C43,C

44,C47,C51,C55,C56,C60,C61,C62,C91,C92,C

93,C94,C95,C96,C97, C98

Cu.m. 28 0.23 0.45 1.64 4.65

C9,C10,C11,C12,C17,C18,C19,C20,C25,C26,C

27,C28,C33,C34,C35,C36,C39,C41,C48,C52,C

54,C57,C63,C64,C65,C66,C71,C72,C73,C74,C

79,C80,C81,82,C87,C88,C89,C90

Cu.m. 38 0.23 0.45 1.64 6.31

C13,C14,C15,C16,C21,C22,C23,C24,C29,C30,

C31,C32,C40,C45,C46,C49,C53,C58,C59,C67,

C68,C69,C70,C75,C76, C

77,C78,C83,C84,C85,C86

Cu.m. 31 0.23 0.45 1.64 5.15

C50 Cu.m. 1 0.23 0.45 1.64 0.17

16.27

b)Plinth Beam Top to G.F. Slab

C1,C2,C3,C4,C5,C6,C7,C8,C37,C38,C42,C43,C

44,C47,C51,C55,C56,C60,C61,C62,C91,C92,C

93,C94,C95,C96,C97, C98

Cu.m. 28 0.23 0.45 3.05 8.65

Total Quantity of P.C.C

Page 3: Staff Quarters - 700 Sft

L B D

Detailed Estimate

Staff Quarters (700 sft) Quantities-Ground Floor

Sl.No Description of Item UOM No'sMeasurements

Quantity

C9,C10,C11,C12,C17,C18,C19,C20,C25,C26,C

27,C28,C33,C34,C35,C36,C39,C41,C48,C52,C

54,C57,C63,C64,C65,C66,C71,C72,C73,C74,C

79,C80,C81,82,C87,C88,C89,C90

Cu.m. 38 0.23 0.45 3.05 11.73

C13,C14,C15,C16,C21,C22,C23,C24,C29,C30,

C31,C32,C40,C45,C46,C49,C53,C58,C59,C67,

C68,C69,C70,C75,C76, C

77,C78,C83,C84,C85,C86

Cu.m. 31 0.23 0.45 3.05 9.57

C50 Cu.m. 1 0.23 0.45 3.05 0.31

30.26

46.54 Cum

6 Back Filling Cu.m. 1 154.66

7 Basement Filling

Living /Dining Cu.m. 8 6.32 3.05 0.65 100.19

Bedroom (11'-0"X10'-9") Cu.m. 8 3.35 3.27 0.65 57.06

Bedroom (12'-0"X10'-0") Cu.m. 8 3.66 3.05 0.65 57.97

Kitchen Cu.m. 8 3.35 1.90 0.65 33.19

Balcony Cu.m. 8 3.26 1.06 0.65 18.05

Utility Cu.m. 8 1.92 1.06 0.65 10.61

Corridor Cu.m. 1 33.53 1.98 0.65 43.12

Toilet(4'-0"x7'-0") Cu.m. 16 1.22 2.13 0.65 27.05

Quarter 7

Living /Dining Cu.m. 1 3.20 5.41 0.65 11.24

Bedroom Cu.m. 1 3.27 3.05 0.65 6.48

Kitchen Cu.m. 1 2.74 2.21 0.65 3.94

Utility Cu.m. 1 1.75 1.06 0.65 1.21

Toilet(5'-9"x3'-6") Cu.m. 1 1.75 1.06 0.65 1.21

C.Toilet(4'-0"x6'-3") Cu.m. 1 1.22 1.90 0.65 1.51

372.83

8 CRS(Below Plinth Beam)

(I)P.B1

Long Span

a)21.87 m. span Cu.m. 4 18.32 0.23 0.75 12.64

b)9.89 m. span Cu.m. 6 8.10 0.23 0.75 8.38

c)3.903 m. span Cu.m. 16 3.00 0.23 0.75 8.29

d)Staircase Cu.m. 1 3.06 0.23 0.75 0.53

e)Lift Cu.m. 1 1.16 0.23 0.75 0.20

Short Span

a)33.528 m.span Cu.m. 1 30.77 0.23 0.75 5.31

b)12.696 m. span Cu.m. 14 11.32 0.23 0.75 27.33

c)Quarter 7 Cu.m. 2 1.98 0.23 0.75 0.68

d)Quarter 7 open area Cu.m. 1 1.26 0.23 0.75 0.22

e)Staircase Area Cu.m. 1 7.66 0.23 0.75 1.32

f)Lift Area Cu.m. 1 1.90 0.23 0.75 0.33

(II)P.B2

Long Span

a)Quarter 7 Cu.m. 3 6.96 0.23 0.68 3.24

Short Span

a)Corridor Cu.m. 1 7.67 0.23 0.68 1.19

b)Quarter 7 Cu.m. 2 2.95 0.23 0.68 0.91

70.57

9 R.C.C. for Plinth Beams

(I)P.B1

Total Quantity of R.C.C

30% ofExcavation for Footings Qty.

Page 4: Staff Quarters - 700 Sft

L B D

Detailed Estimate

Staff Quarters (700 sft) Quantities-Ground Floor

Sl.No Description of Item UOM No'sMeasurements

Quantity

Long Span

a)21.87 m. span Cu.m. 4 18.32 0.23 0.30 5.06

b)9.89 m. span Cu.m. 6 8.10 0.23 0.30 3.35

c)3.903 m. span Cu.m. 16 3.00 0.23 0.30 3.32

d)Staircase Cu.m. 1 3.06 0.23 0.30 0.21

e)Lift Cu.m. 1 1.16 0.23 0.30 0.08

Short Span

a)33.528 m.span Cu.m. 1 30.77 0.23 0.30 2.12

b)12.696 m. span Cu.m. 14 11.32 0.23 0.30 10.93

c)Quarter 7 Cu.m. 2 1.98 0.23 0.30 0.27

d)Quarter 7 open area Cu.m. 1 1.26 0.23 0.30 0.09

e)Staircase Area Cu.m. 1 7.66 0.23 0.30 0.53

f)Lift Area Cu.m. 1 1.90 0.23 0.30 0.13

(II)P.B2

Long Span

a)Quarter 7 Cu.m. 3 6.96 0.23 0.38 1.80

Short Span

a)Corridor Cu.m. 1 7.67 0.23 0.38 0.66

b)Quarter 7 Cu.m. 2 2.95 0.23 0.38 0.51

29.06

10 R.C.C. for Roof Beams

Longitudinal side

(i) Long Span Cum 4 24.25 0.23 0.43 9.48

(ii) Short Span

(a)Utility -Kitchen Cum 8 4.85 0.23 0.43 3.79

(b)Toilet-Bedroom Cum 8 6.53 0.23 0.43 5.10

(c)Utility-Bedroom-Toilet Cum 8 7.49 0.23 0.43 5.86

(d)Across Corridor Cum 2 9.73 0.23 0.43 1.90

(e)Lift Cum 2 3.96 0.23 0.43 0.77

(iii) Quarter 7

(a)Long Span Cum 2 8.10 0.23 0.43 1.58

(b)Short Span Cum 1 4.83 0.23 0.43 0.47

Cross Side

(i) Long Span Cum 2 33.07 0.23 0.43 6.46

(ii) Short Span

(a)Utility & Kitchen Cum 24 1.79 0.23 0.43 4.20

(b)Utility & Bedroom Cum 24 3.01 0.23 0.43 7.06

(c)Bedroom Cum 4 2.86 0.23 0.43 1.12

(d)Staircase Cum 1 8.13 0.23 0.43 0.79

(e)Lift Cum 1 1.90 0.23 0.43 0.19

(iii) Quarter 7

(a)Long Span Cum 3 4.92 0.23 0.43 1.44

50.23

11 R.C.C for Slab

a)Quarters 1,2,3,4,5,6,8,9 Cum 4 11.12 12.70 0.13 70.60

b)Quarter 7 Cum 1 8.10 5.61 0.13 5.68

c)Corridor Cum 1 1.97 33.53 0.13 8.26

d)Lift Area Cum 1 3.96 5.46 0.13 2.70

84.54

Deduction for Open Area Cum 4 7.26 1.73 0.13 -6.27

Deduction for Lift Cum 1 2.06 2.13 0.13 -0.55

-6.81

77.73Net Quantity

Page 5: Staff Quarters - 700 Sft

L B D

Detailed Estimate

Staff Quarters (700 sft) Quantities-Ground Floor

Sl.No Description of Item UOM No'sMeasurements

Quantity

12 R.C.C. for Staircase Area

a)Waist Slab Cum 2 2.84 1.22 0.13 0.87

b)Landing Cum 1 1.22 2.44 0.13 0.37

c)Steps Cum 20 1.22 0.28 0.15 1.02

2.26

13 R.C.C for SunShades

Windows 1 (4'-0") Cu.m. 53 1.62 0.45 0.05 1.93

Windows 2 (2'-6") Cu.m. 8 1.16 0.45 0.05 0.21

2.14

14 R.C.C for Lintel Beams

D - Doors(3'-6") Cu.m. 9 1.36 0.23 0.15 1.84

D 1- Doors(3') Cu.m. 16 1.21 0.12 0.15 2.91

D 2 - Doors(2'-6") Cu.m. 28 1.06 0.12 0.15 4.45

Windows 1 (4'-0") Cu.m. 53 1.52 0.23 0.15 2.78

Windows 2 (2'-6") Cu.m. 8 1.06 0.23 0.15 0.29

12.28

15(a) Doors

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 20.40

D 1- Doors(3') Sq.mt 16 0.91 - 2.13 31.16

D 2 - Doors(2'-6") Sq.mt 28 0.76 - 2.13 45.30

96.87

15(b) Windows

Windows 1 (4'-0") Sq.mt 53 1.22 - 1.35 87.23

Windows 2 (2'-6") Sq.mt 8 0.76 - 1.35 8.20

95.44

15© Ventilators

Ventilators Sq.mt 26 0.60 - 0.30 4.68

16 Brick Work - a) 230mm thick Walls

(i)Long Walls

a) 24.23 m. span Cu.m. 4 20.63 0.23 2.63 49.82

c) 7.49 m. span(Open Area) Cu.m. 8 6.59 0.23 2.63 31.83

d) Quarter 7 Cu.m. 2 7.20 0.23 2.63 8.69

e) Lift Cu.m. 1 1.15 0.23 2.63 0.70

(ii)Short Walls

a) Corridor Wall Cu.m. 2 31.23 0.23 2.63 37.71

b) 5.48 m. span Cu.m. 8 4.80 0.23 2.63 23.17

c) 1.724 m. span(Open Area) Cu.m. 4 1.49 0.23 2.63 3.61

e) Quarter -7 Cu.m. 1 5.15 0.23 2.63 3.11

(iii)Lift Cu.m. 3 4.20 0.23 2.63 7.61

158.64

Deduction for Doors,windows

Opening @ Corridor Cu.m. 2 1.97 0.23 2.63 -2.38

Opening @ Staircase Cu.m. 1 8.12 0.23 2.63 -4.90

D - Doors(3'-6") Cu.m. 9 1.06 0.23 2.13 -4.69

Windows 1 (4'-0") Cu.m. 53 1.22 0.23 1.35 -20.06

Windows 1 (2'-6") Cu.m. 8 0.76 0.23 1.35 -1.89

Ventilators Cu.m. 26 0.60 0.23 0.30 -1.08

-27.72

130.92Net Quantity for 9" thk wall

Page 6: Staff Quarters - 700 Sft

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Detailed Estimate

Staff Quarters (700 sft) Quantities-Ground Floor

Sl.No Description of Item UOM No'sMeasurements

Quantity

b) 115mm thick Walls

(i)Quarters 1,2,3,4,5,6,8,9

Kitchen Wall Sq.mt 8 1.90 - 2.63 39.98

Bedroom Wall 1(11'-0"x10'-9") Sq.mt 8 3.35 - 2.63 70.41

Bedroom Wall 2(11'-0"x10'-9") Sq.mt 8 3.15 - 2.63 66.11

Living Room Wall Sq.mt 8 6.32 - 2.63 132.74

Toilet Wall Sq.mt 16 2.13 - 2.63 89.61

Common Wall Sq.mt 4 3.66 - 2.63 38.40

(ii)Quarters 7

Kitchen Wall Sq.mt 2 2.21 - 2.63 11.60

M.Bedroom Wall 1 Sq.mt 1 3.05 - 2.63 12.33

M.Bedroom Wall 2 Sq.mt 1 4.70 - 2.63 8.00

C.Toilet Wall 1 Sq.mt 1 2.00 - 2.63 5.26

C.Toilet Wall 2 Sq.mt 1 1.22 - 2.63 3.20

Toilet Wall Sq.mt 1 1.75 - 2.63 4.59

(iii)Parrapet Wall

Staircase side wall Sq.mt 2 2.92 - 0.90 5.26

Staircase Landing Sq.mt 1 2.44 - 0.90 2.19

Balcony Sq.mt 8 4.44 - 0.90 31.97

Utility Sq.mt 8 3.06 - 0.90 22.06

543.71

Deduction for Doors,windows

Opening @Kitchen(Quarter-7) Sq.mt 1 1.06 - 2.63 -2.80

Opening @Kitchen(Quarter-1,2,3,4,5,6,8,9) Sq.mt 8 1.06 - 2.63 -22.39

D 1 -Doors(3'-0") Sq.mt 16 1.06 - 2.13 -36.27

D 2 -Doors(2'-6") Sq.mt 20 1.06 - 2.13 -45.34

-106.81

436.90

17 Plastering

A)Internal Plastering

(ii)Ceiling

Q1,2,3,4,5,6,8,9

Kitchen Sq.mt 8 3.35 1.90 - 51.06

Bedroom 1(11'-0"x10'-9") Sq.mt 8 3.35 3.27 - 87.79

Bedroom 2(12'-0"x10'-0") Sq.mt 8 3.66 3.05 - 89.19

Living Room Sq.mt 8 6.32 3.05 - 154.13

Toilet Sq.mt 16 1.22 2.13 - 41.62

Corridor Sq.mt 1 33.07 1.98 - 65.43

Utility Sq.mt 8 1.92 1.06 - 16.32

Balcony Sq.mt 8 3.26 1.06 - 27.76

Q-7

Kitchen Sq.mt 1 2.74 2.21 - 6.06

M. Bedroom Sq.mt 1 3.27 3.05 - 9.98

Living Room Sq.mt 1 3.20 5.41 - 17.29

Toilet Sq.mt 1 1.75 1.06 - 1.86

C.Toilet Sq.mt 1 1.22 1.90 - 2.32

Utility Sq.mt 8 1.75 1.06 - 14.89

585.71

(i)Walls

Kitchen Sq.mt 8 10.50 - 3.05 256.20

Living/Dining Sq.mt 8 18.74 - 3.05 457.16

Bedroom(11'X10'-9") Sq.mt 8 13.25 - 3.05 323.30

Bedroom(12'X10'-0") Sq.mt 8 13.39 - 3.05 326.72

Toilet Sq.mt 16 6.68 - 3.05 325.98

Net Quantity for 4" thk wall

Page 7: Staff Quarters - 700 Sft

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Detailed Estimate

Staff Quarters (700 sft) Quantities-Ground Floor

Sl.No Description of Item UOM No'sMeasurements

Quantity

Quarter-7

Kitchen Sq.mt 1 9.88 - 3.05 30.13

Living/Dining Sq.mt 1 17.22 - 3.05 52.51

Bedroom Sq.mt 1 12.63 - 3.05 38.52

C.Toilet Sq.mt 1 6.22 - 3.05 18.97

Toilet Sq.mt 1 3.71 - 3.05 11.32

Utilty Sq.mt 1 3.71 - 3.05 11.32

1852.12

Deduction for Doors,windows

Opening @Kitchen(Quarter-7) Sq.mt 2 1.06 - 3.05 -6.49

Opening @Kitchen(Quarter-1,2,3,4,5,6,8,9) Sq.mt 16 1.06 - 3.05 -51.94

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 -20.40

Windows 1 (4'-0") Cu.m. 53 1.22 - 1.35 -87.23

Windows 1 (2'-6") Cu.m. 8 0.76 - 1.35 -8.20

Ventilators Cu.m. 26 0.60 - 0.30 -4.68

D 1 -Doors(3'-0") Sq.mt 32 1.06 - 2.13 -72.55

D 2 -Doors(2'-6") Sq.mt 40 1.06 - 2.13 -90.69

-172.46

1679.66

b)External Plastering

(i)Quarters 1,2,3,4,5,6,8,9 Sq.mt 4 27.62 - 3.18 350.82

(ii)Quarter 7 Sq.mt 1 27.42 - 3.18 87.06

(iii)Corridor Sq.mt 2 1.06 - 3.18 6.73

(iv)Small Corridor wall Sq.mt 2 1.26 - 3.18 7.98

(v)Lift Sq.mt 3 4.21 - 3.18 40.10

(vi)Staircase Side Wall Sq.mt 2 2.92 - 0.90 5.26

(vii)Staircase Landing Sq.mt 2 2.44 - 0.90 4.39

(viii)Sunshades

Windows 1 (4'-0") Sq.mt 37 3.24 - 0.05 5.99

Windows 2 (2'-6") Sq.mt 8 2.32 - 0.05 0.93

(ix)Parrapet Walls

Balcony Sq.mt 16 8.88 - 0.90 127.87

Utility Sq.mt 16 6.13 - 0.90 88.24

725.37

Deduction for Doors,windows

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 -20.40

Windows 1 (4'-0") Sq.mt 53 1.22 - 1.35 -87.23

Windows 1 (2'-6") Sq.mt 8 0.76 - 1.35 -8.20

Ventilators Sq.mt 26 0.60 - 0.30 -4.68

-120.52

604.85

18 Painting

Internal Walls Sq.mt 1679.66

External Walls Sq.mt 604.85

18(a) b)Doors

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 102.02

D 1- Doors(3') Sq.mt 16 0.91 - 2.13 155.81

D 2 - Doors(2'-6") Sq.mt 28 0.76 - 2.13 226.51

484.35

18(b) c)Windows

Windows 1 (4'-0") Sq.mt 53 1.22 - 1.35 479.79

Windows 2 (2'-6") Sq.mt 8 0.76 - 1.35 45.12

Net Quantity for interior wall plastering

Net Quantity exterior wall plastering

Total Area for PaintingExternal faces

Total Area for Painting Internal faces

Page 8: Staff Quarters - 700 Sft

L B D

Detailed Estimate

Staff Quarters (700 sft) Quantities-Ground Floor

Sl.No Description of Item UOM No'sMeasurements

Quantity

524.91

18© d)Ventilators

Ventilators Sq.mt 26 0.60 - 0.30 25.74

19 Flooring

(i)Rooms (Quarters 1,2,3,4,5,6,8,9)

Living /Dining Sq.mt 8 6.32 3.05 - 154.13

Bedroom (11'-0"X10'-9") Sq.mt 8 3.35 3.27 - 87.79

Bedroom (12'-0"X10'-0") Sq.mt 8 3.66 3.05 - 89.19

Kitchen Sq.mt 8 3.35 1.90 - 51.06

Quarter 7

Living /Dining Sq.mt 1 3.20 5.41 - 17.29Bedroom Sq.mt 1 3.27 3.05 - 9.98Kitchen Sq.mt 1 2.74 2.21 - 6.06Utility Sq.mt 1 1.75 1.06 - 1.86

417.36

(ii)(Quarters 1,2,3,4,5,6,8,9)

Balcony Sq.mt 8 3.26 1.06 - 27.76

Utility Sq.mt 8 1.92 1.06 - 16.32

Corridor Sq.mt 1 33.53 1.98 - 66.35

Corridor Area near Lift Sq.mt 1 5.46 3.96 - 21.61

132.03

Deduct Lift Area Sq.mt 1 1.60 1.90 -3.04

128.99

(iii)Staircase Flooring

Risers Sq.mt 20 1.22 - 0.15 3.66

Treads Sq.mt 19 1.22 0.28 - 6.37

Landing Sq.mt 1 1.22 2.44 - 2.97

13.00

20 Skirting Rm 33.39

21 Toilet Flooring

(i) Flooring

Toilet(4'-0"x7'-0") Sq.mt 16 1.22 2.13 - 41.62

Toilet(5'-9"x3'-6") Sq.mt 1 1.75 1.06 - 1.86

C.Toilet(4'-0"x6'-3") Sq.mt 1 1.22 1.90 - 2.32

45.80

Dadoing

Toilet(4'-0"x7'-0") Sq.mt 16 - 5.94 2.1 199.60

Toilet(5'-9"x3'-6") Sq.mt 1 - 4.86 2.1 10.21

C.Toilet(4'-0"x6'-3") Sq.mt 1 - 5.48 2.1 11.51

Deduct Doors Sq.mt 18 0.76 - 2.13 -29.12

192.19

22 Kitchen Platform Sq.mt 9 2.10 0.60 - 11.34

8% of Flooring Area

Page 9: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate

GROUND FLOOR

1.

Clearing uprooting of rank vegetation, grass, bush

wood, trees and saplings of girth upto 30 cm

(measured at a height of 1 m above ground level) and

disposal of rubbish upto a lead of 2 Km.

Sqm 675.00 4.00

2 EARTH WORK EXCAVATION

2.1

Earth work excavation in all kinds of soil if any, and

disposal of excavated soil within a lead of 2KM and

lift of 1.5 M including shoring, strutting, sheet

planking and dewatering in dense or hard soils.

10 Cum 586.48 1,250.00

2.4

Filling with available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc., in layers not

exceeding 15cm in depth; consolidating each deposited

layer by ramming and watering, lead upto 50m and lift

upto 1.5m.

Cum 154.66 100.00

2.6

Supplying & filling in plinth with morrum/gravel brought

from outside under floors including watering, ramming,

consolidating , layer by layer not exceeding 15cm depth

and dressing under optimum moisture conditions to give

at least 95% of the maximum dry density.

Cum 372.83 100.00

3

Providing and injecting chemical emulsion of approved

quality, for pre-constructional Anti-Termite treatment

and creating a chemical barrier under and all around the

column pits, wall trenches, plinth filling, junctions of wall

and floor, expansion joints

3.1a)Chloropyriphos emulsifiable concentrate 20% with 1%

concentration or approved equivalent .Sqm 608.20 30.00

Name Of The Work : Propsed construction of STAFF QUARTERS (700 Sft) Ground floor for M/s AMODA SPINTEX

PRIVATE LIMITED. Jaggayyapet, Krishna (Dist), A.P

Ground Floor

ABSTRACT ESTIMATE

Page 10: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate

Ground Floor

ABSTRACT ESTIMATE

4 PLAIN & REINFORCED CONCRETE

4.1

Providing and laying plain cement concrete 1:5:10 (1

cement : 5 coarse sand : 10 graded stone aggregate 40mm

nominal size) under foundations, plinth beams, pipelines,

pits, under floors etc., complete at all levels and locations

as directed.

Cum 98.40 1,900.00

4.3

Providing and laying reinforced cement concrete of grade

M20 using volumetric mix with cement content of …….

kg/cu.m. at all levels and locations etc., complete

excluding the cost of centering, shuttering and

reinforcement steel for the following

a) Foundations, footings, Plinth beams , Tie beams and

like(volumetric mix)Cum 80.28 4,000.00

b) Pedastals,Columns , walls and like(volumteric mix) Cum 46.54 4,000.00

c) Lintels / Beams / Pargolas /stair case and

like(volumetric mix)Cum 64.77 4,000.00

d) Suspended floors / roofs and like(volumetric mix) Cum 77.73 4,000.00

e)Chajjas and alike(volumetric mix) Cum 2.14 4,000.00

4.4

Providing & fixing HYSD steel bars of different diameters

and Fe 415 grade as per IS 1786-1979.(1985). The work

includes cutting, bending to required sizes and shapes

placing in position with cover blocks of approved

materials and size and tying with binding wire

a)TMT steel bars of grade Fe-415 Tonne 21.89 35,000.00

5 DOORS

Supply and Fixing of Doors Sqm 96.87 2,000.00

6 WINDOWS

Supply and Fixing of Windows Sqm 95.44 2,000.00

7 VENTILATORS

Supply and Fixing of Windows Sqm 4.68 2,000.00

Page 11: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate

Ground Floor

ABSTRACT ESTIMATE

8 STONE & BRICK MASONRY

8.1

Providing coursed rubble masonry with hard stone in

foundation and plinth in cement mortar 1:6 (1 cement: 6

coarse sand) at all depths and locations.

Cum 70.57 1,800.00

8.2

Providing and constructing 230mm thick walls in cement

mortar 1:6 (1 cement : 6 coarse sand) using cement solid

blocks of approved quality & size with V-cut grrove in

walls of superstructure at all levels and locations etc.,

complete all as per drawing and specifications.

Cum 130.92 2,800.00

8.3

Providing and constructing 115mm thick for partition

walls in cement mortar 1:4 (1 cement : 4 coarse sand)

using cement solid block of approved quality and size

with V-cut groove at all levels and locations including

providing 2 nos. of 6 mm dia MS bars on every 1m.

height.

Sqm 436.90 350.00

9 PLASTERING

9.1

Providing platstering 12mm thick to the ceiling surface in

C.M. (1:3) prop., including the cost of materials, labour,

curing, scaffolding, hacking the surface etc., all leads, lifts

and all other incidental charges including smooth / sponge

finishing etc.

Sqm 585.71 150.00

9.2

12 mm thick Cement plaster one coat in cement mortar

1:4 (1 cement :4 fine sand) on internal surfaces of walls

finished smooth and even including providing and fixing

12mm x22 guage chicken mesh with all necessary items.

Sqm 1,679.66 150.00

9.3

15 mm thick cement plastering on external surfaces of

block or concrete surfaces in two layers consisting of 5

mm thick cement mortar 1:4 (1 cement :4 fine sand) top

coat mixed with integral water proofing compound over a

base coat 10 mm thick cement mortar and even including

providing and fixing 12mm x22 guage chicken mesh with

all necessary items. .

Sqm 604.85 180.00

10 FLOORING & DADO

10.1

Laying of Non skid ceramic tiles of size 300mm x 300mm

for flooring in rooms, tamping and finishing of the top

surface smooth to required slopes and providing necessary

expansion joints as per standard practice, the rate quoted

shal include bed material, preparation of base, washing,

curing etc. complete.

Sqm 417.36 900.00

10.2 Same as above but for skirting of 100 mm high Rm 33.39 90.00

Page 12: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate

Ground Floor

ABSTRACT ESTIMATE

10.3

Laying of flooring in toilets with second class non slip

ceramic tiles of size 300mm x 300mm set over a base coat

of CM(1:8) of required thickness as per drawings

including cost of tiles and screed.

Sqm 45.80 800.00

10.4

All wall dadoing with second quality ceramic tiles of size

200mm x 200mm (as per specification sheet) brand or

approved equivalent set over 12 mm thick CM(1:3) base

coat of required thickness as per drawings including cost

of tiles and screed.

Sqm 192.19 800.00

10.5

Cement concrete flooring 40mm thick in CC 1:2:4 prop (1

cement; 2 coarse sand; 4 graded stone aggregate 6mm to

12 mm size) laid in one layer and finished with a floating

coat of neat cement including curing, cost and conveyance

of all labour, materials etc.

Sqm 142.00 150.00

9.6

Providing and laying second quality granite stone for

kitchen platform 20 to 25 mm thick in single piece of

uniform colour with bed mortar of 20 mm thick in C.M.

(1:6) prop., including polishing and nosing of edges, cost

and conveyance of all materials and labour.

Sqm 11.34 2,000.00

11 PAINTING

11.1

All internal walls & ceilings shall be painted with

SnowCem interior paint or equivalent of approved shade

and brand in two coats over one coat of primer or other

equivalent make including curing for two days,

scaffolding, strutting all materials and labour.

Sqm 1,679.66 95.00

11.2

Supply and claening of all external surfaces of dirt & dust

washed with clean water and applied with coat of white

cement as specified as priming coat and further two coats

with SnowCem exterior paint or equivalent of approved

shade and brand including curing for three days,

scaffolding, trutting all materials and labour.

Sqm 604.85 120.00

Page 13: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate

Ground Floor

ABSTRACT ESTIMATE

11.3

Providing and painting with Synthetic Enamel of Asian -

Tractor series or other approved equivalent in tow coats

over luppum finish, primary coat to new wood works like

door frames and flush shutters including cleaning the

surfaces applying sand paper etc..complete for finished

item of work.

a) Doors Sqm 484.35 130.00

b) Windows Sqm 524.91 130.00

12 ELECTRIFICATION L.S

13 PLUMBING & SANITARY L.S

14 ARCHITECTURAL FINISHING L.S

15 SUPERVISING CHARGES L.S

16 MISCELLANEOUS L.S

TOTAL AMOUNT IN RS.

(Rupees Fifty Eight Lakhs Ninty One Thousand Fourty Four Only)

Page 14: Staff Quarters - 700 Sft

Amount

2,700.00

73,310.61

15,465.69

37,283.29

18,245.87

Name Of The Work : Propsed construction of STAFF QUARTERS (700 Sft) Ground floor for M/s AMODA SPINTEX

PRIVATE LIMITED. Jaggayyapet, Krishna (Dist), A.P

Ground Floor

ABSTRACT ESTIMATE

Page 15: Staff Quarters - 700 Sft

Amount

Ground Floor

ABSTRACT ESTIMATE

186,954.24

321,103.00

186,146.10

259,089.94

310,900.27

8,558.50

766,150.00

193,739.69

190,874.88

9,360.00

Page 16: Staff Quarters - 700 Sft

Amount

Ground Floor

ABSTRACT ESTIMATE

127,033.04

366,562.38

152,914.19

87,856.54

251,949.00

108,873.01

375,623.15

3,004.99

Page 17: Staff Quarters - 700 Sft

Amount

Ground Floor

ABSTRACT ESTIMATE

36,642.65

153,752.04

21,299.28

22,680.00

159,567.70

72,582.01

Page 18: Staff Quarters - 700 Sft

Amount

Ground Floor

ABSTRACT ESTIMATE

62,965.40

68,238.30

400,000.00

400,000.00

100,000.00

250,000.00

89,618.23

5,891,044.00

(Rupees Fifty Eight Lakhs Ninty One Thousand Fourty Four Only)

Page 19: Staff Quarters - 700 Sft

L B D

1 R.C.C. for Columns

C1,C2,C3,C4,C5,C6,C7,C8,C37,C38,C42,C43,C

44,C47,C51,C55,C56,C60,C61,C62,C91,C92,C9

3,C94,C95,C96,C97, C98

Cu.m. 28 0.23 0.45 3.05 8.65

C9,C10,C11,C12,C17,C18,C19,C20,C25,C26,C2

7,C28,C33,C34,C35,C36,C39,C41,C48,C52,C54

,C57,C63,C64,C65,C66,C71,C72,C73,C74,C79,

C80,C81,82,C87,C88,C89,C90

Cu.m. 38 0.23 0.45 3.05 11.73

C13,C14,C15,C16,C21,C22,C23,C24,C29,C30,C

31,C32,C40,C45,C46,C49,C53,C58,C59,C67,C6

8,C69,C70,C75,C76, C

77,C78,C83,C84,C85,C86

Cu.m. 31 0.23 0.45 3.05 9.57

C50 Cu.m. 1 0.23 0.45 3.05 0.31

30.26 Cum

2 R.C.C. for Roof Beams

Long Walls

(i) Long Span Cum 4 24.25 0.23 0.43 9.48

(ii) Short Span

(a)Utility -Kitchen Cum 8 4.85 0.23 0.43 3.79

(b)Toilet-Bedroom Cum 8 6.53 0.23 0.43 5.10

(c)Utility-Bedroom-Toilet Cum 8 7.49 0.23 0.43 5.86

(d)Across Corridor Cum 2 9.73 0.23 0.43 1.90

(e)Lift Cum 2 3.96 0.23 0.43 0.77

(iii) Quarter 7

(a)Long Span Cum 2 8.10 0.23 0.43 1.58

(b)Short Span Cum 1 4.83 0.23 0.43 0.47

Short Walls

(i) Long Span Cum 2 33.07 0.23 0.43 6.46

(ii) Short Span

(a)Utility & Kitchen Cum 24 1.79 0.23 0.43 4.20

(b)Utility & Bedroom Cum 24 3.01 0.23 0.43 7.06

(c)Bedroom Cum 4 2.86 0.23 0.43 1.12

(d)Staircase Cum 1 8.13 0.23 0.43 0.79

(e)Lift Cum 1 1.90 0.23 0.43 0.19

(iii) Quarter 7

(a)Long Span Cum 3 4.92 0.23 0.43 1.44

50.23 Cum

3 R.C.C. For Slab

a)Quarters 1,2,3,4,5,6,8,9 Cum 4 11.12 12.70 0.13 70.60

b)Quarter 7 Cum 1 8.10 5.61 0.13 5.68

c)Corridor Cum 1 1.97 33.53 0.13 8.26

d)Lift Area Cum 1 3.96 5.46 0.13 2.70

84.54

Deduction for Open Area Cum 4 7.26 1.73 0.13 -6.27

Deduction for Lift Cum 1 2.06 2.13 0.13 -0.55

-6.81

77.73 Cum

4 R.C.C. for Staircase Area

a)Waist Slab Cum 2 2.84 1.22 0.13 0.87

b)Landing Cum 1 1.22 2.44 0.13 0.37

c)Steps Cum 20 1.22 0.28 0.13 0.85

2.09 Cum

Sl.No Description of Item UOM No'sMeasurements

Name Of The Work : Proposed construction of STAFF QUARTERS (700 Sft) First floor for M/s AMODA SPINTEX

PRIVATE LIMITED. Jaggayyapet, Krishna (Dist), A.P

Detailed Estimate

Quantity

Net Quantity

Page 20: Staff Quarters - 700 Sft

L B DSl.No Description of Item UOM No's

Measurements

Detailed Estimate

Quantity

5 Doors

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 20.40

D 1- Doors(3') Sq.mt 16 0.91 - 2.13 31.16

D 2 - Doors(2'-6") Sq.mt 28 0.76 - 2.13 45.30

96.87 Cum

6(a) Windows

Windows 1 (4'-0") Sq.mt 53 1.22 - 1.35 87.23

Windows 2 (2'-6") Sq.mt 8 0.76 - 1.35 8.20

95.44 Sq.mt

6(b) Ventilators

Ventilators Sq.mt 26 0.60 - 0.30 4.68 Sq.mt

7 SunShades

Windows 1 (4'-0") Cu.m. 53 1.62 0.45 0.05 1.93

Windows 2 (2'-6") Cu.m. 8 1.16 0.45 0.05 0.21

2.14 Cum

8 Lintel Beams

D - Doors(3'-6") Cu.m. 9 1.36 0.23 0.15 1.84

D 1- Doors(3') Cu.m. 16 1.21 0.12 0.15 2.91

D 2 - Doors(2'-6") Cu.m. 28 1.06 0.12 0.15 4.45

Windows 1 (4'-0") Cu.m. 53 1.52 0.23 0.15 2.78

Windows 2 (2'-6") Cu.m. 8 1.06 0.23 0.15 0.29

12.28 Cum

9 Brick Work - a) 9" thk Wall

(i)Long Walls

a) 24.23 m. span Cu.m. 4 20.63 0.23 2.63 49.82

c) 7.49 m. span(Open Area) Cu.m. 8 6.59 0.23 2.63 31.83

d) Quarter 7 Cu.m. 2 7.20 0.23 2.63 8.69

e) Lift Cu.m. 1 1.15 0.23 2.63 0.70

(ii)Short Walls

a) Corridor Wall Cu.m. 2 31.23 0.23 2.63 37.71

b) 5.48 m. span Cu.m. 8 4.80 0.23 2.63 23.17

c) 1.724 m. span(Open Area) Cu.m. 4 1.49 0.23 2.63 3.61

e) Quarter -7 Cu.m. 1 5.15 0.23 2.63 3.11

(iii)Lift Cu.m. 3 4.20 0.23 2.63 7.61

158.64

Deduction for Doors,windows

Opening @ Corridor Cu.m. 2 1.97 0.23 2.63 -2.38

Opening @ Staircase Cu.m. 1 8.12 0.23 2.63 -4.90

D - Doors(3'-6") Cu.m. 9 1.06 0.23 2.13 -4.69

Windows 1 (4'-0") Cu.m. 53 1.22 0.23 1.35 -20.06

Windows 1 (2'-6") Cu.m. 8 0.76 0.23 1.35 -1.89

Ventilators Cu.m. 26 0.60 0.23 0.30 -1.08

-27.72

130.92 Cum

b) 4" thk Wall

(i)Quarters 1,2,3,4,5,6,8,9

Kitchen Wall Sq.mt 8 1.90 - 2.63 39.98

Bedroom Wall 1(11'-0"x10'-9") Sq.mt 8 3.35 - 2.63 70.41

Bedroom Wall 2(11'-0"x10'-9") Sq.mt 8 3.15 - 2.63 66.11

Living Room Wall Sq.mt 8 6.32 - 2.63 132.74

Toilet Wall Sq.mt 16 2.13 - 2.63 89.61

Common Wall Sq.mt 4 3.66 - 2.63 38.40

(ii)Quarters 7

Kitchen Wall Sq.mt 2 2.21 - 2.63 11.60

M.Bedroom Wall 1 Sq.mt 1 3.05 - 2.63 12.33

M.Bedroom Wall 2 Sq.mt 1 4.70 - 2.63 8.00

C.Toilet Wall 1 Sq.mt 1 2.00 - 2.63 5.26

C.Toilet Wall 2 Sq.mt 1 1.22 - 2.63 3.20

Toilet Wall Sq.mt 1 1.75 - 2.63 4.59

Net Quantity for 9" thk wall

Page 21: Staff Quarters - 700 Sft

L B DSl.No Description of Item UOM No's

Measurements

Detailed Estimate

Quantity

(iii)Parrapet Wall

Staircase side wall Sq.mt 2 2.92 - 0.90 5.26

Staircase Landing Sq.mt 1 2.44 - 0.90 2.19

Balcony Sq.mt 8 4.44 - 0.90 31.97

Utility Sq.mt 8 3.06 - 0.90 22.06

543.71

Deduction for Doors,windows

Opening @Kitchen(Quarter-7) Sq.mt 1 1.06 - 2.63 -2.80

Opening @Kitchen(Quarter-1,2,3,4,5,6,8,9) Sq.mt 8 1.06 - 2.63 -22.39

D 1 -Doors(3'-0") Sq.mt 16 1.06 - 2.13 -36.27

D 2 -Doors(2'-6") Sq.mt 20 1.06 - 2.13 -45.34

-106.81

Net Quantity for 4" thk wall 436.90 Sqm

10 Plastering

A)Internal Plastering

(ii)Ceiling

Q1,2,3,4,5,6,8,9

Kitchen Sq.mt 8 3.35 1.90 - 51.06

Bedroom 1(11'-0"x10'-9") Sq.mt 8 3.35 3.27 - 87.79

Bedroom 2(12'-0"x10'-0") Sq.mt 8 3.66 3.05 - 89.19

Living Room Sq.mt 8 6.32 3.05 - 154.13

Toilet Sq.mt 16 1.22 2.13 - 41.62

Corridor Sq.mt 1 33.07 1.98 - 65.43

Utility Sq.mt 8 1.92 1.06 - 16.32

Balcony Sq.mt 8 3.26 1.06 - 27.76

Q-7

Kitchen Sq.mt 1 2.74 2.21 - 6.06

M. Bedroom Sq.mt 1 3.27 3.05 - 9.98

Living Room Sq.mt 1 3.20 5.41 - 17.29

Toilet Sq.mt 1 1.75 1.06 - 1.86

C.Toilet Sq.mt 1 1.22 1.90 - 2.32

Utility Sq.mt 8 1.75 1.06 - 14.89

585.71

(i)Walls

Kitchen Sq.mt 8 10.50 - 3.05 256.20

Living/Dining Sq.mt 8 18.74 - 3.05 457.16

Bedroom(11'X10'-9") Sq.mt 8 13.25 - 3.05 323.30

Bedroom(12'X10'-0") Sq.mt 8 13.39 - 3.05 326.72

Toilet Sq.mt 16 6.68 - 3.05 325.98

Quarter-7

Kitchen Sq.mt 1 9.88 - 3.05 30.13

Living/Dining Sq.mt 1 17.22 - 3.05 52.51

Bedroom Sq.mt 1 12.63 - 3.05 38.52

C.Toilet Sq.mt 1 6.22 - 3.05 18.97

Toilet Sq.mt 1 3.71 - 3.05 11.32

Utilty Sq.mt 1 3.71 - 3.05 11.32

1852.12

Deduction for Doors,windows

Opening @Kitchen(Quarter-7) Sq.mt 2 1.06 - 3.05 -6.49

Opening @Kitchen(Quarter-1,2,3,4,5,6,8,9) Sq.mt 16 1.06 - 3.05 -51.94

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 -20.40

Windows 1 (4'-0") Cu.m. 53 1.22 - 1.35 -87.23

Windows 1 (2'-6") Cu.m. 8 0.76 - 1.35 -8.20

Ventilators Cu.m. 26 0.60 - 0.30 -4.68

D 1 -Doors(3'-0") Sq.mt 32 1.06 - 2.13 -72.55

D 2 -Doors(2'-6") Sq.mt 40 1.06 - 2.13 -90.69

-172.46

1679.66 Sq.mtNet Quantity for interior wall plastering

Page 22: Staff Quarters - 700 Sft

L B DSl.No Description of Item UOM No's

Measurements

Detailed Estimate

Quantity

b)External Plastering

(i)Quarters 1,2,3,4,5,6,8,9 Sq.mt 4 27.62 - 3.18 350.82

(ii)Quarter 7 Sq.mt 1 27.42 - 3.18 87.06

(iii)Corridor Sq.mt 2 1.06 - 3.18 6.73

(iv)Small Corridor wall Sq.mt 2 1.26 - 3.18 7.98

(v)Lift Sq.mt 3 4.21 - 3.18 40.10

(vi)Staircase Side Wall Sq.mt 2 2.92 - 0.90 5.26

(vii)Staircase Landing Sq.mt 2 2.44 - 0.90 4.39

(viii)Sunshades

Windows 1 (3'-9") Sq.mt 37 1.34 - 0.90 44.60

Windows 2 (2'-6") Sq.mt 8 0.96 - 0.90 6.91

Ventilators Sq.mt 26 0.88 - 0.20 4.60

(ix)Parrapet Walls

Balcony Sq.mt 16 8.88 - 0.90 127.87

Utility Sq.mt 16 6.13 - 0.90 88.24

774.56

Deduction for Doors,windows

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 -20.40

Windows 1 (4'-0") Sq.mt 53 1.22 - 1.35 -87.23

Windows 1 (2'-6") Sq.mt 8 0.76 - 1.35 -8.20

Ventilators Sq.mt 26 0.60 - 0.30 -4.68

-120.52

654.04 Sq.mt

11 Painting Oil bound Distemper

Internal Walls Sq.mt 1679.66 Sq.mt

External Walls Sq.mt 654.04 Sq.mt

12(a) b)Doors

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 102.02

D 1- Doors(3') Sq.mt 16 0.91 - 2.13 155.81

D 2 - Doors(2'-6") Sq.mt 28 0.76 - 2.13 226.51

484.35 Sq.mt

12(b) c)Windows

Windows 1 (4'-0") Sq.mt 53 1.22 - 1.35 479.79

Windows 2 (2'-6") Sq.mt 8 0.76 - 1.35 45.12

524.91 Sq.mt

12© d)Ventilators

Ventilators Sq.mt 26 0.60 - 0.30 25.74 Sq.mt

13 Flooring

(i)Rooms (Quarters 1,2,3,4,5,6,8,9)

Living /Dining Sq.mt 8 6.32 3.05 - 154.13

Bedroom (11'-0"X10'-9") Sq.mt 8 3.35 3.27 - 87.79

Bedroom (12'-0"X10'-0") Sq.mt 8 3.66 3.05 - 89.19

Kitchen Sq.mt 8 3.35 1.90 - 51.06

Quarter 7

Living /Dining Sq.mt 1 3.20 5.41 - 17.29Bedroom Sq.mt 1 3.27 3.05 - 9.98Kitchen Sq.mt 1 2.74 2.21 - 6.06Utility Sq.mt 1 1.75 1.06 - 1.86

417.36

Net Quantity exterior wall plastering

Total Area for Painting Internal faces

Total Area for PaintingExternal faces

Page 23: Staff Quarters - 700 Sft

L B DSl.No Description of Item UOM No's

Measurements

Detailed Estimate

Quantity

(ii)(Quarters 1,2,3,4,5,6,8,9)

Balcony Sq.mt 8 3.26 1.06 - 27.76

Utility Sq.mt 8 1.92 1.06 - 16.32

Corridor Sq.mt 1 33.53 1.98 - 66.35

Corridor Area near Lift Sq.mt 1 5.46 3.96 - 21.61

132.03

Deduct Lift Area Sq.mt 1 1.60 1.90 -3.04

128.99 Sq.mt

(iii)Staircase Flooring

Risers Sq.mt 20 1.22 - 0.15 3.66

Treads Sq.mt 19 1.22 0.28 - 6.37

Landing Sq.mt 1 1.22 2.44 - 2.97

13.00 Sq.mt

14 Skirting Rm 33.39 Rm

15 Kitchen Platform Sq.mt 9 2.10 0.60 - 11.34 Sq.mt

16 Toilet Flooring

(i) Flooring

Toilet(4'-0"x7'-0") Sq.mt 16 1.22 2.13 - 41.62

Toilet(5'-9"x3'-6") Sq.mt 1 1.75 1.06 - 1.86

C.Toilet(4'-0"x6'-3") Sq.mt 1 1.22 1.90 - 2.32

45.80 Sq.mt

(ii) Dadoing

Toilet(4'-0"x7'-0") Sq.mt 16 - 5.94 2.1 199.60

Toilet(5'-9"x3'-6") Sq.mt 1 - 4.86 2.1 10.21

C.Toilet(4'-0"x6'-3") Sq.mt 1 - 5.48 2.1 11.51

Deduct Doors Sq.mt 18 0.76 - 2.13 -29.12

192.19 Sq.mt

8% of Flooring Area

Page 24: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate

1 REINFORCED CONCRETE

1.2

Providing and laying reinforced cement concrete of

grade M20 using volumetric mix with cement content

of ……. kg/cu.m. at all levels and locations etc.,

complete excluding the cost of centering, shuttering and

reinforcement steel for the following

b) Columns , walls and like(volumteric mix) Cum 30.26 4,000.00

c) Lintels / Beams / Pargolas /stair case and

like(volumetric mix)Cum 64.60 4,000.00

d) Suspended floors / roofs and like(volumetric mix) Cum 77.73 4,000.00

e)Chajjas and alike(volumetric mix) Cum 2.14 4,000.00

1.3

Providing & fixing HYSD steel bars of different

diameters and Fe 415 grade as per IS 1786-

1979.(1985). The work includes cutting, bending to

required sizes and shapes placing in position with cover

blocks of approved materials and size and tying with

binding wire.

a)TMT steel bars of grade Fe-415 Tonne 11.35 35,000.00

2 DOORS

Supply and Fixing of Doors Sqm 95.44 2,000.00

3 WINDOWS

Supply and Fixing of Windows Sqm 95.44 2,000.00

4 VENTILATORS

Supply and Fixing of Ventilators Sqm 4.68 2,000.00

5 BRICK MASONRY

5.1

Providing and constructing 230mm thick walls in

cement mortar 1:6 (1 cement : 6 coarse sand) using

cement solid blocks of approved quality & size with V-

cut grrove in walls of superstructure at all levels and

locations etc., complete all as per drawing and

specifications.

Cum 130.92 2,800.00

Name Of The Work : Proposed construction of STAFF QUARTERS (700 Sft) 1st floor for M/s AMODA SPINTEX

PRIVATE LIMITED. Jaggayyapet, Krishna (Dist), A.P

ABSTRACT ESTIMATE

First Floor

Page 25: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate

ABSTRACT ESTIMATE

First Floor

5.2

Providing and constructing 115mm thick for partition

walls in cement mortar 1:4 (1 cement : 4 coarse sand)

using cement solid block of approved quality and size

with V-cut groove at all levels and locations including

providing 2 nos. of 6 mm dia MS bars on every 1m.

height.

Sqm 436.90 350.00

6 PLASTERING

6.1

Providing platstering 12mm thick to the ceiling surface

in C.M. (1:3) prop., including the cost of materials,

labour, curing, scaffolding, hacking the surface etc., all

leads, lifts and all other incidental charges including

smooth / sponge finishing etc.

10 Sqm 585.71 1,500.00

6.2

12 mm thick Cement plaster one coat in cement mortar

1:4 (1 cement :4 fine sand) on internal surfaces of walls

finished smooth and even including providing and

fixing 12mm x22 guage chicken mesh with all necessary

items.

10 Sqm 1,852.12 1,500.00

5.3

15 mm thick cement plastering on external surfaces of

block or concrete surfaces in two layers consisting of 5

mm thick cement mortar 1:4 (1 cement :4 fine sand) top

coat mixed with integral water proofing compound over

a base coat 10 mm thick cement mortar and even

including providing and fixing 12mm x22 guage

chicken mesh with all necessary items. .

10 Sqm 654.04 1,800.00

7 FLOORING & DADO

7.1

Laying of Non skid ceramic tiles of size 300mm x

300mm for flooring in rooms, tamping and finishing of

the top surface smooth to required slopes and providing

necessary expansion joints as per standard practice, the

rate quoted shal include bed material, preparation of

base, washing, curing etc. complete.

Sqm 417.36 900.00

7.2 Same as above but for skirting of 100 mm high Rm 33.39 90.00

Page 26: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate

ABSTRACT ESTIMATE

First Floor

7.3

Laying of flooring in toilets with second class non slip

ceramic tiles of size 300mm x 300mm set over a base

coat of CM(1:8) of required thickness as per drawings

including cost of tiles and screed.

Sqm 45.80 800.00

7.4

All wall dadoing with second quality ceramic tiles of

size 200mm x 200mm (as per specification sheet)

brand or approved equivalent set over 12 mm thick

CM(1:3) base coat of required thickness as per

drawings including cost of tiles and screed.

Sqm 192.19 800.00

7.5

Cement concrete flooring 40mm thick in CC 1:2:4 prop

(1 cement; 2 coarse sand; 4 graded stone aggregate

6mm to 12 mm size) laid in one layer and finished with

a floating coat of neat cement including curing, cost and

conveyance of all labour, materials etc.

Sqm 142.00 150.00

7.6

Providing and laying second quality granite stone for

kitchen platform 20 to 25 mm thick in single piece of

uniform colour with bed mortar of 20 mm thick in C.M.

(1:6) prop., including polishing and nosing of edges,

cost and conveyance of all materials and labour.

Sqm 11.34 2,000.00

8 PAINTING

8.1

All internal walls & ceilings shall be painted with

Janata Cem interior paint or equivalent of approved

shade and brand in two coats over one coat of primer or

other equivalent make including curing for two days,

scaffolding, strutting all materials and labour.

10 Sqm 1,679.66 950.00

8.2

Supply and claening of all external surfaces of dirt &

dust washed with clean water and applied with coat of

white cement as specified as priming coat and further

two coats with SnowCem exterior paint or equivalent of

approved shade and brand including curing for three

days, scaffolding, trutting all materials and labour.

10 Sqm 654.04 1,200.00

Page 27: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate

ABSTRACT ESTIMATE

First Floor

8.3

Providing and painting with Synthetic Enamel of Asian -

Tractor series or other approved equivalent in tow coats

over luppum finish, primary coat to new wood works

like door frames and flush shutters including cleaning

the surfaces applying sand paper etc..complete for

finished item of work.

a) Doors 10 Sqm 484.35 1,300.00

b) Windows 10 Sqm 524.91 1,300.00

9 ELECTRIFICATION

10 PLUMBING & SANITARY

11 ARCHITECTURAL FINISHING

12 SUPERVISING CHARGES

13 MISCELLANEOUS

TOTAL AMOUNT IN RS.

(Rupees Fourty Four Lakhs Twenty Eight Thousand Six Hundred and Five Only)

Page 28: Staff Quarters - 700 Sft

Amount

121,054.50

258,406.74

310,900.27

8,558.50

397,250.00

190,874.88

190,874.88

9,360.00

366,562.38

Name Of The Work : Proposed construction of STAFF QUARTERS (700 Sft) 1st floor for M/s AMODA SPINTEX

PRIVATE LIMITED. Jaggayyapet, Krishna (Dist), A.P

ABSTRACT ESTIMATE

First Floor

Page 29: Staff Quarters - 700 Sft

Amount

ABSTRACT ESTIMATE

First Floor

152,914.19

87,856.54

277,818.71

117,727.64

375,623.15

3,004.99

Page 30: Staff Quarters - 700 Sft

Amount

ABSTRACT ESTIMATE

First Floor

36,642.65

153,752.04

21,299.28

22,680.00

159,567.70

78,485.09

Page 31: Staff Quarters - 700 Sft

Amount

ABSTRACT ESTIMATE

First Floor

62,965.40

68,237.77

300,000.00

300,000.00

100,000.00

200,000.00

56,187.71

4,428,605.00

(Rupees Fourty Four Lakhs Twenty Eight Thousand Six Hundred and Five Only)

Page 32: Staff Quarters - 700 Sft

L B D

1 R.C.C. for Columns

C1,C2,C3,C4,C5,C6,C7,C8,C37,C38,C42,C43,C44,

C47,C51,C55,C56,C60,C61,C62,C91,C92,C93,C9

4,C95,C96,C97, C98

Cu.m. 28 0.23 0.45 3.05 8.65

C9,C10,C11,C12,C17,C18,C19,C20,C25,C26,C27,

C28,C33,C34,C35,C36,C39,C41,C48,C52,C54,C5

7,C63,C64,C65,C66,C71,C72,C73,C74,C79,C80,C

81,82,C87,C88,C89,C90

Cu.m. 38 0.23 0.45 3.05 11.73

C13,C14,C15,C16,C21,C22,C23,C24,C29,C30,C3

1,C32,C40,C45,C46,C49,C53,C58,C59,C67,C68,C

69,C70,C75,C76, C 77,C78,C83,C84,C85,C86

Cu.m. 31 0.23 0.45 3.05 9.57

C50 Cu.m. 1 0.23 0.45 3.05 0.31

30.26

2 R.C.C. for Roof Beams

Longitudinal side

(i) Long Span Cum 4 24.25 0.23 0.43 9.48

(ii) Short Span

(a)Utility -Kitchen Cum 8 4.85 0.23 0.43 3.79

(b)Toilet-Bedroom Cum 8 6.53 0.23 0.43 5.10

(c)Utility-Bedroom-Toilet Cum 8 7.49 0.23 0.43 5.86

(d)Across Corridor Cum 2 9.73 0.23 0.43 1.90

(e)Lift Cum 2 3.96 0.23 0.43 0.77

(iii) Quarter 7

(a)Long Span Cum 2 8.10 0.23 0.43 1.58

(b)Short Span Cum 1 4.83 0.23 0.43 0.47

Cross Side

(i) Long Span Cum 2 33.07 0.23 0.43 6.46

(ii) Short Span

(a)Utility & Kitchen Cum 24 1.79 0.23 0.43 4.20

(b)Utility & Bedroom Cum 24 3.01 0.23 0.43 7.06

(c)Bedroom Cum 4 2.86 0.23 0.43 1.12

(d)Staircase Cum 1 8.13 0.23 0.43 0.79

(e)Lift Cum 1 1.90 0.23 0.43 0.19

(iii) Quarter 7

(a)Long Span Cum 3 4.92 0.23 0.43 1.44

50.23

3 Slab

a)Quarters 1,2,3,4,5,6,8,9 Cum 4 11.12 12.70 0.13 70.60

b)Quarter 7 Cum 1 8.10 5.61 0.13 5.68

c)Corridor Cum 1 1.97 33.53 0.13 8.26

d)Lift Area Cum 1 3.96 5.46 0.13 2.70

84.54

Deduction for Open Area Cum 4 7.26 1.73 0.13 -6.27

Deduction for Lift Cum 1 2.06 2.13 0.13 -0.55

-6.81

77.73

4 R.C.C. for Staircase Area

a)Waist Slab Cum 2 2.84 1.22 0.13 0.87

b)Landing Cum 1 1.22 2.44 0.13 0.37

c)Steps Cum 20 1.22 0.28 0.13 0.85

UOM No'sMeasurements

Quantity

Net Quantity

Name Of The Work : Propsed construction of STAFF QUARTERS (700 Sft) 2nd floor for M/s AMODA SPINTEX

PRIVATE LIMITED. Jaggayyapet, Krishna (Dist), A.P

Detailed Estimate

Sl.No Description of Item

Page 33: Staff Quarters - 700 Sft

L B DUOM No's

MeasurementsQuantity

Detailed Estimate

Sl.No Description of Item

2.09

5 Doors

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 20.40

D 1- Doors(3') Sq.mt 16 0.91 - 2.13 31.16

D 2 - Doors(2'-6") Sq.mt 28 0.76 - 2.13 45.30

96.87

6(a) Windows

Windows 1 (4'-0") Sq.mt 53 1.22 - 1.35 87.23

Windows 2 (2'-6") Sq.mt 8 0.76 - 1.35 8.20

95.44

6(b) Ventilators

Ventilators Sq.mt 26 0.60 - 0.30 4.68

7 SunShades

Windows 1 (4'-0") Cu.m. 53 1.62 0.45 0.05 1.93

Windows 2 (2'-6") Cu.m. 8 1.16 0.45 0.05 0.21

2.14

8 Lintel Beams

D - Doors(3'-6") Cu.m. 9 1.36 0.23 0.15 1.84

D 1- Doors(3') Cu.m. 16 1.21 0.12 0.15 2.91

D 2 - Doors(2'-6") Cu.m. 28 1.06 0.12 0.15 4.45

Windows 1 (4'-0") Cu.m. 53 1.52 0.23 0.15 2.78

Windows 2 (2'-6") Cu.m. 8 1.06 0.23 0.15 0.29

12.28

9 Brick Work - a) 9" thk Wall

(i)Long Walls

a) 24.23 m. span Cu.m. 4 20.63 0.23 2.63 49.82

c) 7.49 m. span(Open Area) Cu.m. 8 6.59 0.23 2.63 31.83

d) Quarter 7 Cu.m. 2 7.20 0.23 2.63 8.69

e) Lift Cu.m. 1 1.15 0.23 2.63 0.70

(ii)Short Walls

a) Corridor Wall Cu.m. 2 31.23 0.23 2.63 37.71

b) 5.48 m. span Cu.m. 8 4.80 0.23 2.63 23.17

c) 1.724 m. span(Open Area) Cu.m. 4 1.49 0.23 2.63 3.61

e) Quarter -7 Cu.m. 1 5.15 0.23 2.63 3.11

(iii)Lift Cu.m. 3 4.20 0.23 2.63 7.61

158.64

Deduction for Doors,windows

Opening @ Corridor Cu.m. 2 1.97 0.23 2.63 -2.38

Opening @ Staircase Cu.m. 1 8.12 0.23 2.63 -4.90

D - Doors(3'-6") Cu.m. 9 1.06 0.23 2.13 -4.69

Windows 1 (4'-0") Cu.m. 53 1.22 0.23 1.35 -20.06

Windows 1 (2'-6") Cu.m. 8 0.76 0.23 1.35 -1.89

Ventilators Cu.m. 26 0.60 0.23 0.30 -1.08

-27.72

130.92

b) 4" thk Wall

(i)Quarters 1,2,3,4,5,6,8,9

Kitchen Wall Sq.mt 8 1.90 - 2.63 39.98

Bedroom Wall 1(11'-0"x10'-9") Sq.mt 8 3.35 - 2.63 70.41

Bedroom Wall 2(11'-0"x10'-9") Sq.mt 8 3.15 - 2.63 66.11

Living Room Wall Sq.mt 8 6.32 - 2.63 132.74

Toilet Wall Sq.mt 16 2.13 - 2.63 89.61

Common Wall Sq.mt 4 3.66 - 2.63 38.40

Net Quantity for 9" thk wall

Page 34: Staff Quarters - 700 Sft

L B DUOM No's

MeasurementsQuantity

Detailed Estimate

Sl.No Description of Item

(ii)Quarters 7

Kitchen Wall Sq.mt 2 2.21 - 2.63 11.60

M.Bedroom Wall 1 Sq.mt 1 3.05 - 2.63 12.33

M.Bedroom Wall 2 Sq.mt 1 4.70 - 2.63 8.00

C.Toilet Wall 1 Sq.mt 1 2.00 - 2.63 5.26

C.Toilet Wall 2 Sq.mt 1 1.22 - 2.63 3.20

Toilet Wall Sq.mt 1 1.75 - 2.63 4.59

(iii)Parrapet Wall

Staircase side wall Sq.mt 2 2.92 - 0.90 5.26

Staircase Landing Sq.mt 1 2.44 - 0.90 2.19

Balcony Sq.mt 8 4.44 - 0.90 31.97

Utility Sq.mt 8 3.06 - 0.90 22.06

543.71

Deduction for Doors,windows

Opening @Kitchen(Quarter-7) Sq.mt 1 1.06 - 2.63 -2.80

Opening @Kitchen(Quarter-1,2,3,4,5,6,8,9) Sq.mt 8 1.06 - 2.63 -22.39

D 1 -Doors(3'-0") Sq.mt 16 1.06 - 2.13 -36.27

D 2 -Doors(2'-6") Sq.mt 20 1.06 - 2.13 -45.34

-106.81

436.90

10 Plastering

A)Internal Plastering

(ii)Ceiling

Q1,2,3,4,5,6,8,9

Kitchen Sq.mt 8 3.35 1.90 - 51.06

Bedroom 1(11'-0"x10'-9") Sq.mt 8 3.35 3.27 - 87.79

Bedroom 2(12'-0"x10'-0") Sq.mt 8 3.66 3.05 - 89.19

Living Room Sq.mt 8 6.32 3.05 - 154.13

Toilet Sq.mt 16 1.22 2.13 - 41.62

Corridor Sq.mt 1 33.07 1.98 - 65.43

Utility Sq.mt 8 1.92 1.06 - 16.32

Balcony Sq.mt 8 3.26 1.06 - 27.76

Q-7

Kitchen Sq.mt 1 2.74 2.21 - 6.06

M. Bedroom Sq.mt 1 3.27 3.05 - 9.98

Living Room Sq.mt 1 3.20 5.41 - 17.29

Toilet Sq.mt 1 1.75 1.06 - 1.86

C.Toilet Sq.mt 1 1.22 1.90 - 2.32

Utility Sq.mt 8 1.75 1.06 - 14.89

585.71

(i)Walls

Kitchen Sq.mt 8 10.50 - 3.05 256.20

Living/Dining Sq.mt 8 18.74 - 3.05 457.16

Bedroom(11'X10'-9") Sq.mt 8 13.25 - 3.05 323.30

Bedroom(12'X10'-0") Sq.mt 8 13.39 - 3.05 326.72

Toilet Sq.mt 16 6.68 - 3.05 325.98

Quarter-7

Kitchen Sq.mt 1 9.88 - 3.05 30.13

Living/Dining Sq.mt 1 17.22 - 3.05 52.51

Bedroom Sq.mt 1 12.63 - 3.05 38.52

C.Toilet Sq.mt 1 6.22 - 3.05 18.97

Toilet Sq.mt 1 3.71 - 3.05 11.32

Utilty Sq.mt 1 3.71 - 3.05 11.32

1852.12

Net Quantity for 4" thk wall

Page 35: Staff Quarters - 700 Sft

L B DUOM No's

MeasurementsQuantity

Detailed Estimate

Sl.No Description of Item

Deduction for Doors,windows

Opening @Kitchen(Quarter-7) Sq.mt 2 1.06 - 3.05 -6.49

Opening @Kitchen(Quarter-1,2,3,4,5,6,8,9) Sq.mt 16 1.06 - 3.05 -51.94

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 -20.40

Windows 1 (4'-0") Cu.m. 53 1.22 - 1.35 -87.23

Windows 1 (2'-6") Cu.m. 8 0.76 - 1.35 -8.20

Ventilators Cu.m. 26 0.60 - 0.30 -4.68

D 1 -Doors(3'-0") Sq.mt 32 1.06 - 2.13 -72.55

D 2 -Doors(2'-6") Sq.mt 40 1.06 - 2.13 -90.69

-172.46

1679.66

b)External Plastering

(i)Quarters 1,2,3,4,5,6,8,9 Sq.mt 4 27.62 - 3.18 350.82

(ii)Quarter 7 Sq.mt 1 27.42 - 3.18 87.06

(iii)Corridor Sq.mt 2 1.06 - 3.18 6.73

(iv)Small Corridor wall Sq.mt 2 1.26 - 3.18 7.98

(v)Lift Sq.mt 3 4.21 - 3.18 40.10

(vi)Staircase Side Wall Sq.mt 2 2.92 - 0.90 5.26

(vii)Staircase Landing Sq.mt 2 2.44 - 0.90 4.39

(viii)Sunshades

Windows 1 (3'-9") Sq.mt 37 1.34 - 0.90 44.60

Windows 2 (2'-6") Sq.mt 8 0.96 - 0.90 6.91

Ventilators Sq.mt 26 0.88 - 0.20 4.60

(ix)Parrapet Walls

Balcony Sq.mt 16 8.88 - 0.90 127.87

Utility Sq.mt 16 6.13 - 0.90 88.24

774.56

Deduction for Doors,windows

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 -20.40

Windows 1 (4'-0") Sq.mt 53 1.22 - 1.35 -87.23

Windows 1 (2'-6") Sq.mt 8 0.76 - 1.35 -8.20

Ventilators Sq.mt 26 0.60 - 0.30 -4.68

-120.52

654.04

11 Painting

Internal Walls Sq.mt 1679.66

External Walls Sq.mt 654.04

12(a) b)Doors

D - Doors(3'-6") Sq.mt 9 1.06 - 2.13 102.02

D 1- Doors(3') Sq.mt 16 0.91 - 2.13 155.81

D 2 - Doors(2'-6") Sq.mt 28 0.76 - 2.13 226.51

484.35

12(b) c)Windows

Windows 1 (4'-0") Sq.mt 53 1.22 - 1.35 479.79

Windows 2 (2'-6") Sq.mt 8 0.76 - 1.35 45.12

524.91

12© d)Ventilators

Ventilators Sq.mt 26 0.60 - 0.30 25.74

Net Quantity for interior wall plastering

Net Quantity exterior wall plastering

Total Area for PaintingExternal faces

Total Area for Painting Internal faces

Page 36: Staff Quarters - 700 Sft

L B DUOM No's

MeasurementsQuantity

Detailed Estimate

Sl.No Description of Item

13 Flooring

(i)Rooms (Quarters 1,2,3,4,5,6,8,9)

Living /Dining Sq.mt 8 6.32 3.05 - 154.13

Bedroom (11'-0"X10'-9") Sq.mt 8 3.35 3.27 - 87.79

Bedroom (12'-0"X10'-0") Sq.mt 8 3.66 3.05 - 89.19

Kitchen Sq.mt 8 3.35 1.90 - 51.06

Quarter 7

Living /Dining Sq.mt 1 3.20 5.41 - 17.29Bedroom Sq.mt 1 3.27 3.05 - 9.98Kitchen Sq.mt 1 2.74 2.21 - 6.06Utility Sq.mt 1 1.75 1.06 - 1.86

417.36

(ii)(Quarters 1,2,3,4,5,6,8,9)

Balcony Sq.mt 8 3.26 1.06 - 27.76

Utility Sq.mt 8 1.92 1.06 - 16.32

Corridor Sq.mt 1 33.53 1.98 - 66.35

Corridor Area near Lift Sq.mt 1 5.46 3.96 - 21.61

132.03

Deduct Lift Area Sq.mt 1 1.60 1.90 -3.04

128.99

(iii)Staircase Flooring

Risers Sq.mt 20 1.22 - 0.15 3.66

Treads Sq.mt 19 1.22 0.28 - 6.37

Landing Sq.mt 1 1.22 2.44 - 2.97

13.00

14 Skirting Rm 33.39

15 Kitchen Platform Sq.mt 9 2.10 0.60 - 11.34

16 Toilet Flooring

(i) Flooring

Toilet(4'-0"x7'-0") Sq.mt 16 1.22 2.13 - 41.62

Toilet(5'-9"x3'-6") Sq.mt 1 1.75 1.06 - 1.86

C.Toilet(4'-0"x6'-3") Sq.mt 1 1.22 1.90 - 2.32

45.80

(ii) Dadoing

Toilet(4'-0"x7'-0") Sq.mt 16 - 5.94 2.1 199.60

Toilet(5'-9"x3'-6") Sq.mt 1 - 4.86 2.1 10.21

C.Toilet(4'-0"x6'-3") Sq.mt 1 - 5.48 2.1 11.51

Deduct Doors Sq.mt 18 0.76 - 2.13 -29.12

192.19

17 Terrace Flooring Sq.mt 1 592.16

18 Parrapet Wall Cu.m. 1 696.57 0.23 0.9 144.19

Total Floor Area

8% of Flooring Area

Page 37: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate Amount

1 REINFORCED CONCRETE

Providing and laying reinforced cement

concrete of grade M20 using volumetric mix

with cement at all levels and locations etc.,

complete excluding the cost of centering,

shuttering and reinforcement steel for the

following

b) Columns , walls and like(design mix) Cum - - -

b) Columns , walls and like(volumteric mix) Cum 30.26 4,000.00 121,054.50

c) Lintels / Beams / Pargolas /stair case and

like(design mix)Cum - - -

c) Lintels / Beams / Pargolas /stair case and

like(volumetric mix)Cum 64.60 4,000.00 258,406.74

d) Suspended floors / roofs and like(design

mix)Cum - - -

d) Suspended floors / roofs and

like(volumetric mix)Cum 77.73 4,000.00 310,900.27

e)Chajjas and alike(design mix) Cum - - -

e)Chajjas and alike(volumetric mix) Cum 2.14 4,000.00 8,558.50

f)platforms/lofts and alike(design mix) Cum - - -

f)platforms/lofts and alike(volumetric mix) Cum - - -

2

Providing & fixing HYSD steel bars of

different diameters and Fe 415 grade as per

IS 1786-1979.(1985). The work includes

cutting, bending to required sizes and shapes

placing in position with cover blocks of

approved materials and size and tying with

binding wire.

a)TMT steel bars of grade Fe-415 Tonne 11.33 35,000.00 396,375.00

3 DOORS

Supply and Fixing of Doors Sqm 96.87 2,000.00 193,739.69

ABSTRACT ESTIMATE

Second Floor

Name Of The Work : Propsed construction of STAFF QUARTERS (700 Sft) 2nd floor for M/s AMODA

SPINTEX PRIVATE LIMITED. Jaggayyapet, Krishna (Dist), A.P

Page 38: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate Amount

ABSTRACT ESTIMATE

Second Floor

4 WINDOWS

Supply and Fixing of Windows Sqm 95.44 2,000.00 190,874.88

5 VENTILATORS

Supply and Fixing of Ventilators Sqm 4.68 2,000.00 9,360.00

6 BRICK MASONRY

a

Providing and constructing 230mm thick

walls in cement mortar 1:6 (1 cement : 6

coarse sand) using cement solid blocks of

approved quality & size with V-cut grrove

in walls of superstructure at all levels and

locations etc., complete all as per drawing

and specifications.

a)External Walls Cum 130.92 2,800.00 366,562.38

b)Parrapet Walls Cum 144.00 2,800.00 403,200.00

b

Providing and constructing 115mm thick for

partition walls in cement mortar 1:4 (1

cement : 4 coarse sand) using cement solid

block of approved quality and size with V-

cut groove at all levels and locations

including providing 2 nos. of 6 mm dia MS

bars on every 1m height.

Sqm 436.90 350.00 152,914.19

6 PLASTERING

a

Providing platstering 12mm thick to the

ceiling surface in C.M. (1:3) prop., including

the cost of materials, labour, curing,

scaffolding, hacking the surface etc., all

leads, lifts and all other incidental charges

including smooth / sponge finishing etc.

10 Sqm 275.11 1,500.00 41,265.77

b

12 mm thick Cement plaster one coat in

cement mortar 1:4 (1 cement :4 fine sand) on

internal surfaces of walls finished smooth

and even including providing and fixing

12mm x22 guage chicken mesh with all

necessary items.

10 Sqm 1,679.66 1,500.00 251,949.00

Page 39: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate Amount

ABSTRACT ESTIMATE

Second Floor

c

15 mm thick cement plastering on external

surfaces of block or concrete surfaces in two

layers consisting of 5 mm thick cement

mortar 1:4 (1 cement :4 fine sand) top coat

mixed with integral water proofing

compound over a base coat 10 mm thick

cement mortar and even including providing

and fixing 12mm x22 guage chicken mesh

with all necessary items. .

10 Sqm 654.04 1,800.00 117,727.64

8 FLOORING & DADO

a

Laying of Non skid ceramic tiles of size

300mm x 300mm for flooring in rooms,

tamping and finishing of the top surface

smooth to required slopes and providing

necessary expansion joints as per standard

practice, the rate quoted shal include bed

material, preparation of base, washing,

curing etc. complete.

Sqm 417.36 900.00 375,623.15

bSame as above but for skirting of 100 mm

highRm 33.39 90.00 3,004.99

c

Laying of flooring in toilets with second

class non slip ceramic tiles of size 300mm x

300mm set over a base coat of CM(1:8) of

required thickness as per drawings including

cost of tiles and screed.

Sqm 45.80 800.00 36,642.65

d

All wall dadoing with second quality

ceramic tiles of size 200mm x 200mm (as

per specification sheet) brand or approved

equivalent set over 12 mm thick CM(1:3)

base coat of required thickness as per

drawings including cost of tiles and screed.

Sqm 192.19 800.00 153,752.04

Page 40: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate Amount

ABSTRACT ESTIMATE

Second Floor

e

Cement concrete flooring 40mm thick in CC

1:2:4 prop (1 cement; 2 coarse sand; 4

graded stone aggregate 6mm to 12 mm size)

laid in one layer and finished with a floating

coat of neat cement including curing, cost

and conveyance of all labour, materials etc.

Sqm 142.00 150.00 21,299.28

f

Providing and laying second quality granite

stone for kitchen platform 20 to 25 mm

thick in single piece of uniform colour with

bed mortar of 20 mm thick in C.M. (1:6)

prop., including polishing and nosing of

edges, cost and conveyance of all materials

and labour.

Sqm 11.34 2,000.00 22,680.00

9 PAINTING

a

All internal walls & ceilings shall be painted

with SnowCem interior paint or equivalent

of approved shade and brand in two coats

over one coat of primer or other equivalent

make including curing for two days,

scaffolding, strutting all materials and

labour.

10 Sqm 1,679.66 950.00 159,567.70

b

Supply and claening of all external surfaces

of dirt & dust washed with clean water and

applied with coat of white cement as

specified as priming coat and further two

coats with SnowCem exterior paint or

equivalent of approved shade and brand

including curing for three days, scaffolding,

trutting all materials and labour.

10 Sqm 654.04 1,200.00 78,485.09

Page 41: Staff Quarters - 700 Sft

Sl. No. Description Unit Qty Rate Amount

ABSTRACT ESTIMATE

Second Floor

c

Providing and painting with Synthetic

Enamel of Asian - Tractor series or other

approved equivalent in tow coats over

luppum finish, primary coat to new wood

works like door frames and flush shutters

including cleaning the surfaces applying

sand paper etc..complete for finished item of

work.

a) Doors 10 Sqm 484.35 1,300.00 62,965.40

b) Windows 10 Sqm 524.91 1,300.00 68,237.77

10 ELECTRIFICATION 300,000.00

11 PLUMBING & SANITARY 300,000.00

12 ARCHITECTURAL FINISHING 100,000.00

13 SUPERVISING CHARGES 200,000.00

14 MISCELLANEOUS 40,004.38

TOTAL AMOUNT IN RS. 4,745,151.00

(Rupees Fourty Seven Lakhs Fourty Five Thousand One Hundred and Fifty One Only)