Fertiliers Estimates

8/12/2019 Fertiliers Estimates

1/62

Description No'S Length Breadth Dep/H

t Qty Units Rate/unit AMOUNT

in feet in feet in feet in cft/sft

FOUNDATION WORK

2 Earth work excavation for column

FOOTING ( F1 ) 18 12 11.5 8 19872.00

FOOTING ( F2 ) 4 6.5 6.5 8 1352.00

21224.00 Cub.Ft 6.00 127344.00

3 P.C.C. 1:4:8 for below columns

FOOTING ( F1 ) 18 12 11.5 0.32 794.88

FOOTING ( F2 ) 4 6.5 6.5 0.36 60.84

855.72 Cub.Ft 75.00 64179.00

4 Column footings (in 1: 1 1/2 : 3 prop)

FOOTING ( F1 ) 18 11 10.5 2.75 5717.25

FOOTING ( F2 ) 4 6 6 2 288.00

6005.25 Cub.Ft 102 612535.50

5 Columns in RCC (in 1: 1 1/2 : 3 prop)

COLUMN ( C1 ) 18 2 2.5 37 3330.00

COLUMN ( C2 ) 4 0.75 0.45 37 49.95

3379.95 Cub.Ft 132 446153.40

6 Plinth beams in RCC (in 1:2:4 prop)

1 547 0.75 1 410.25

410.25 Cub.Ft 125 51281.25

7 Refilling with Good gravel

FOOTING ( F1 ) 18 12 11.5 8 19872.00

DEDUCTION P.C.C. 18 12 11.5 0.32 -794.88

COLUMN FOOTING 18 11 10.5 2.75 -5717.25

COLUMN 18 2 2.5 5 -450.00

12909.87 Cub.Ft

FOOTING ( F2 ) 4 6.5 6.5 8 1352.00

DEDUCTION P.C.C. 4 6.5 6.5 0.36 -60.84

COLUMN FOOTING 4 6 6 2 -288.00

COLUMN 4 0.75 0.45 5 -6.75

ESTIMATION FOR PROPOSED FERTILIZERS ASSOCIATION BUILDING AT WARANGAL


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GROUND FLOOR

18 Superstructure with first class table

mounted brick (1:4CM)

2 39.25 0.75 9.5 559.31

3 31.75 0.75 9.5 678.66

3 11.5 0.36 9.5 117.99

Deductions

Doors 3 3 0.75 7 -47.25

1 6 0.75 7 -31.50

2 2.5 0.36 7 -12.60windows 6 4.5 0.75 4.5 -91.13

Ventilator 1 6 0.75 2 -9.00

1164.48 Cub.Ft 72 83842.83

19 Beams at slab level in P.T.

(in 1:1:3 prop)

9 51 4 1 1836.00

1836.00 Cub.Ft 131 240516.00

Beams at slab level in R.c.c.(in 1:2:4 prop) 1 371 0.75 1 278.25

278.25 Cub.Ft 131 36450.75

20 Slab in P.T. (in 1:2:4 prop) 1 107.25 51 0.36 1969.11

1969.11 Cub.Ft 131 257953.41

22 Plastering in cement mortar in 2 coats

(1st 1:6 CM & 2nd 1:4CM)

INSIDE

1 324.5 - 9.5 3082.75

Deductions

Doors 3 3 - 7 -63.00

1 6 - 7 -42.00

2 2.5 - 7 -35.00

2942.75 Sq.Ft

OUTSIDE 1 168 - 9.5 1596.00

windows 12 4.5 - 4.5 -243.00

Ventilator 2 6 - 2 -24.00

1329.00 Sq.Ft


3/62



FIRST FLOOR

29 Superstructure with first class table 2 97 0.75 9.5 1382.25

mounted brick (4 1/2" thick, 1:4CM) 2 39.25 0.75 9.5 559.312 15.25 0.375 9.5 108.66

Deductions

Shutters 18 6 0.75 8 -648.00

Ventilator 2 3 0.75 2 -9.00

DOOR 1 6 0.75 8 -36.00

1357.22 Cub.Ft 72 97719.75


(in 1:2:4 prop)

9 51 4 1 1836.001836.00 Cub.Ft 131 240516.00

Beams at slab level in R.c.c.

(in 1:2:4 prop) 1 371 0.75 1 278.25

278.25 Cub.Ft 131 36450.75

20 Slab in P.T. (in 1:2:4 prop) 1 107.25 51 0.36 1969.11

1969.11 Cub.Ft 131 257953.41

22 Plastering in cement mortar in 2 coats

(1st 1:6 CM & 2nd 1:4CM)

INSIDE

1 404 - 9.5 3838.00

Deductions

Doors 4 3 - 7 -84.00

2 6 - 7 -84.00

4 2.5 - 7 -70.00

3600.00 Sq.Ft

OUTSIDE 1 283 - 9.5 2688.50

windows 36 4.5 - 4.5 -729.00


1935.50 Sq.Ft

Ceiling 1 107 - 50 5350.00

16 50 - 1 800.00

8085.50 Sq.Ft 13 105111.50


4/62



SECOND FLOOR

29 Superstructure with first class table 2 97 0.75 9.5 1382.25mounted brick (9" thick, 1:4CM) 2 39.25 0.75 9.5 559.31

Deductions

Shutters 18 6 0.75 8 -648.00

Ventilator 2 3 0.75 2 -9.00

DOOR 1 6 0.75 8 -36.00

1248.56 Cub.Ft 72 89896.50


(in 1:2:4 prop)9 51 4 1 1836.00

1836.00 Cub.Ft 131 240516.00


(in 1:2:4 prop) 1 371 0.75 1 278.25

278.25 Cub.Ft 131 36450.75

20 Slab in P.T. (in 1:2:4 prop) 1 107.25 51 0.36 1969.11

1969.11 Cub.Ft 131 257953.41

22Plastering in cement mortar in 2 coats

(1st 1:6 CM & 2nd 1:4CM)

INSIDE

1 404 - 9.5 3838.00

Deductions

Doors 4 3 - 7 -84.002 6 - 7 -84.00

4 2.5 - 7 -70.00

3600.00 Sq.Ft

OUTSIDE 1 276 - 9.5 2622.00

windows 36 4.5 - 4.5 -729.00


1869.00 Sq.Ft

Ceiling 1 107 - 50 5350.00

16 50 - 1 800.00

6126.00 Sq.Ft 79638.00


5/62



73 Electrification - including transformer,

panel boards, wiring, switches, all of

reputed brands, all labor charges forfixing, lead and lift, etc., complete

finished works.

Lumsum

373998.89

74 Sanitary and Plumbing Works, including

sanitary pipelines, fixtures, plumbing

lines, faucets, all labor charges for fixing,

lead and lift, etc., complete finished

works.

Lumsum

140249.58

.75 Contingencies - unforeseen conditions,

labor insurance, price variation, theft of

materials etc..

Lumsum

93499.72

GRAND TOTAL 5282734.27

FOURTYSIX LAKHS SIXTY ONE THOUSAND EIGHT SEVENTY TWO RUPEES ONLY

Lumsum @ 8%

Lumsum @ 3%

Lumsum @ 2%


6/62

Description No'S Length Breadth

in feet in feet

FOUNDATION WORK

2 Earth work excavation for column

FOOTING ( F1 ) 18 12 11.5

FOOTING ( F2 ) 4 6.5 6.5

3 P.C.C. 1:4:8 for below columns

FOOTING ( F1 ) 18 12 11.5

FOOTING ( F2 ) 4 6.5 6.5

4 Column footings (in 1: 1 1/2 : 3 prop)

FOOTING ( F1 ) 18 11 10.5

FOOTING ( F2 ) 4 6 6

5 Columns in RCC (in 1: 1 1/2 : 3 prop)

COLUMN ( C1 ) 18 2 2.5

COLUMN ( C2 ) 4 0.75 0.45

6 Plinth beams in RCC (in 1:2:4 prop)1 547 0.75

7 Refilling with Good gravel

ESTIMATION FOR PROPOSED FERTILIZERS ASSOCIATION


7/62

FOOTING ( F2 ) 4 6.5 6.5

DEDUCTION P.C.C. 4 6.5 6.5

COLUMN FOOTING 4 6 6

COLUMN 4 0.75 0.45

GROUND FLOOR

18 Superstructure with first class table

mounted brick (1:4CM)

2 39.25 0.753 31.75 0.75

3 11.5 0.36

Deductions

Doors 3 3 0.75

1 6 0.75

2 2.5 0.36

windows 6 4.5 0.75Ventilator 1 6 0.75


(in 1:1:3 prop)

9 51 4


(in 1:2:4 prop) 1 371 0.75


8/62

INSIDE

1 324.5 -

Deductions

Doors 3 3 -

1 6 -

2 2.5 -

OUTSIDE 1 168 -

windows 12 4.5 -

Ventilator 2 6 -

Ceiling 1 107 -

16 50 -

23 Flooring with 2'-0" X 2'-0" Vitrified Tiles 1 1 1634

Flooring with 1'-0" X 1'-0" paving Tiles 1 1 3688

25 apply two coats of Birla type Wall putty

in interiors

25 Painting of interior with emulsion in

2 coats and 1 primer coat

Quantity same as internal plastering - - -

26 Painting of exterior in snowcem

Quantity same as out side plastering - - -


9/62

Ventilator 2 3 0.75

DOOR 1 6 0.75

19 Beams at slab level in P.T.(in 1:2:4 prop)

9 51 4


(in 1:2:4 prop) 1 371 0.75

20 Slab in P.T. (in 1:2:4 prop) 1 107.25 51

22Plastering in cement mortar in 2 coats(1st 1:6 CM & 2nd 1:4CM)

INSIDE

1 404 -

Deductions

Doors 4 3 -

2 6 -

4 2.5 -

OUTSIDE 1 283 -

windows 36 4.5 -

Ventilator 4 3 -

Ceiling 1 107 -


10/62


in interiors

25 Painting of interior with emulsion in2 coats and 1 primer coat

Quantity same as internal plastering - - -



STAINLESS STEEL RAILING AS PER

ARCHITECTS DESIGN1 246.00 1

SECOND FLOOR

29 Superstructure with first class table 2 97 0.75

mounted brick (9" thick, 1:4CM) 2 39.25 0.75

Deductions

Shutters 18 6 0.75

Ventilator 2 3 0.75

DOOR 1 6 0.75

19 Beams at slab level in P.T.(in 1:2:4 prop)

9 51 4


(in 1:2:4 prop) 1 371 0.75

20 Slab in P.T. (in 1:2:4 prop) 1 107.25 51


11/62

Doors 4 3 -

2 6 -

4 2.5 -

OUTSIDE 1 276 -

windows 36 4.5 -

Ventilator 4 3 -

Ceiling 1 107 -

16 50 -

23 Flooring with 2'-0" X 2'-0" Vitrified Tiles 1 1 5446


in interiors

25 Painting of interior with emulsion in

2 coats and 1 primer coatQuantity same as internal plastering - - -



69 Steel Reinforcement Including Bending

& Placement

1 1 16371

71elevation works as per architects design

( stone, acp, and texture finish)1 1 107


12/62

73 Electrification - including transformer,


reputed brands, all labor charges for

fixing, lead and lift, etc., complete

finished works.

74

Sanitary and Plumbing Works, includingsanitary pipelines, fixtures, plumbing

lines, faucets, all labor charges for fixing,

lead and lift, etc., complete finished

works.

75 Contingencies - unforeseen conditions,

labor insurance, price variation, theft ofmaterials etc..

GRAND TOTAL

FOURTYSIX LAKHS SIXTY ONE THOUSAND EIGHT SE

TOTAL

Lumsum @ 8%

Lumsum @ 5%

Lumsum @ 2%


13/62

Dep/Ht Qty Units Rate/unit AMOUNT

in feet in cft/sft

8 19872.00

8 1352.00

21224.00 Cub.Ft 8.00 169792.00

0.32 794.88

0.36 60.84

855.72 Cub.Ft 85.00 72736.20

2.75 5717.25

2 288.00

6005.25 Cub.Ft150

900787.50

37 3330.00

37 49.95

3379.95 Cub.Ft 165 557691.75

1 410.25

410.25 Cub.Ft 160 65640.00

UILDING AT WARANGAL


14/62


15/62

9.5 3082.75

7 -63.007 -42.00

7 -35.00

2942.75 Sq.Ft 21 61797.75

9.5 1596.00

4.5 -243.00

2 -24.00

1329.00 Sq.Ft 21 27909.00

50 5350.00

1 800.00

7479.00 Sq.Ft 21 157059.00

1634.00 70 114380.00

3688.00 45 165960.00

5322.00 Sq.Ft

2942.75 Sq.Ft11

32370.25

- 2942.75 Sq.Ft 6 17656.50

- 1329.00 Sq.Ft 9 11961.00


16/62

2 -9.00

8 -36.00

1357.22 Cub.Ft 90 122149.69

1 1836.00

1836.00 Cub.Ft 170 312120.00

1 278.25

278.25 Cub.Ft 170 47302.50

0.36 1969.11

1969.11 Cub.Ft 170 334748.70

9.5 3838.00

7 -84.00

7 -84.00

7 -70.00

3600.00 Sq.Ft 21 75600.00

9.5 2688.50

4.5 -729.00

2 -24.00

1935.50 Sq.Ft 21 40645.50

50 5350.00


17/62

3600.00 Sq.Ft11

39600.00

- 3600.00 Sq.Ft 6 21600.00

- 1935.50 Sq.Ft 17419.50

1 246.00 R.Ft 510 125460.00

9.5 1382.25

9.5 559.31

8 -648.00

2 -9.00

8 -36.00

1248.56 Cub.Ft 90 112370.63

1 1836.00

1836.00 Cub.Ft 170 312120.00

1 278.25

278.25 Cub.Ft 170 47302.50

0.36 1969.11

1969 11 Cub Ft 170 334748 70


18/62

7 -84.00

7 -84.00

7 -70.00

3600.00 Sq.Ft 21 75600.00

9.5 2622.00

4.5 -729.00

2 -24.00

1869.00 Sq.Ft 21 39249.00

50 5350.00

1 800.00

6126.00 Sq.Ft 128646.00

5446.00

5446.00 Sq.Ft 70 381220.00

3600.00 Sq.Ft11

39600.00

- 3600.00 Sq.Ft 6 21600.00

- 1869.00 Sq.Ft 16821.00

3 49113.00 K.g 50 2455650.00

28 137.00 Sq.Ft 150 20550.00


19/62

Lumsum

747360.41

Lumsum

467100.26

Lumsum

186840.10

10743305.91

ENTY TWO RUPEES ONLY

9342005.14


20/62

Description No'S Length Breadth Dep/Ht Qty Units Rate/unit AMOUNT

in feet in feet in feet in cft/sft in cft/sft

SCHEDULE-A

FOUNDATION WORK

1

FOOTING ( F1 ) 18 12 11.5 8 19872.00

FOOTING ( F2 ) 4 6.5 6.5 8 1352.00

21224.00 Cub.Ft 8.00 169792.00

2

FOOTING ( F1 ) 18 12 11.5 0.32 794.88

FOOTING ( F2 ) 4 6.5 6.5 0.36 60.84

855.72 Cub.Ft 85.00 72736.20

3

FOOTING ( F1 ) 18 11 10.5 2.75 5717.25

FOOTING ( F2 ) 4 6 6 2 288.00

6005.25 Cub.Ft 150 900787.50


Earth work excavation for foundatins and depositing at site with an intial lead of 10 mts and lift of 2 mts in mixture ofgravel and soft disintegrated rock like shales ordinary gravel, stony earth and earth mixed with fair sized boulders

including all operational, incidental, labour charges such as shoring, sheeting, planking shuttering etc comlete for

finished item of work as per SS 302 & 303

Vibrated plain cement concrete (1:4:8) proportion (cement) fine aggregate coarse aggregate for foundation using

40mm size HBG Metal (SS.5) from approved quarry including cost and conveyanceof all materials like cement, sandcoarse aggregate water including machine mixing and vibrating charges, seneriage charges etc.to site including of all

materials and all labour charges etc. complete. for finished item of work as per SS 405 of APSS for levelling course.

VRCC(1:1 :3) prop nominal mix using 6 to 20mm(SS-5) graded HBG machine crushed metal for approved quarryas per SS108 with necessary reinforcement including cost and conveyance of all materials like cement, fine

aggregate and coarse aggregate water etc to site cost at seigniorage and all materials including centering shuttering,

machine mix laying concrete vibrations, curing etc complete for finished item of work but excluding cost of steel at its

for finished item of work.as per SS 403, but excluding cost of reinforcement steel and its fabrication charges for

Column footings


21/62

4

COLUMN ( C1 ) 18 2 2.5 40 3600.00

COLUMN ( C2 ) 4 0.75 0.45 40 54.00

3654.00 Cub.Ft 165 602910.00

5

1 547 0.75 1 410.25

410.25 Cub.Ft 160 65640.00

6

FOOTING ( F1 ) 18 12 11.5 8 19872.00

DEDUCTION P.C.C. 18 12 11.5 0.32 -794.88

COLUMN FOOTING 18 11 10.5 2.75 -5717.25

COLUMN 18 2 2.5 5 -450.00

12909.87 Cub.Ft

FOOTING ( F2 ) 4 6.5 6.5 8 1352.00

DEDUCTION P.C.C. 4 6.5 6.5 0.36 -60.84


COLUMN 4 0.75 0.45 5 -6.75

996.41 Cub.Ft

13906.28 Cub.Ft 8 111250.24

VRCC(1:1 :3) prop nominal mix using 6 to 20mm(SS-5) graded HBG machine crushed metal for approved quarry

as per SS108 with necessary reinforcement including cost and conveyance of all materials like cement, fineaggregate and coarse aggregate water etc to site cost at seigniorage and all materials including centering shuttering,



Column

VRCC(1:1 :3) prop nominal mix using 6 to 20mm(SS-5) graded HBG machine crushed metal for approved quarryas per SS108 with necessary reinforcement including cost and conveyance of all materials like cement, fine




Plinth beams.

Refilling with excavated soils or other than expansive soils in foundations and plinth in 150 mm layers including

watering and consolidation according to standard specifications, cost and conveyence of all materials and labour

charges as directed complete for finished item of work as per SS 309 and 310 of APSS


22/62

GROUND FLOOR

7

2 39.25 0.75 9.5 559.31

3 31.75 0.75 9.5 678.66

3 11.5 0.36 9.5 117.99

Deductions

Doors 3 3 0.75 8 -54.00

1 6 0.75 8 -36.00

2 2.5 0.36 8 -14.40

windows 6 6 0.75 5.5 -148.50

Ventilator 1 6 0.75 2 -9.00

1094.06 Cub.Ft 98465.29


(M 35 Prop. )

9 51 4 1 1836.00

1836.00 Cub.Ft 170 312120.00

9

1 371 0.75 1 278.25

278.25 Cub.Ft 170 47302.50

10 Slab in P.T. (in 1:2:4 prop) 1 107.25 51 0.36 1969.11

(M 35 Prop. )

1969.11 Cub.Ft 170 334748.70

Brick masonary in Cement motor (1:6) mix using 2 nd class bricks and approved sourse and including cost and

conveyance of all materials like cement sand bricks water etc to site cost of seigniorage charges and all materials

and all mixing lifting charges and all labour charges etc complete for finished item of work APSS No: 504 & 501 for

Superstructure in Ground floor.


as per SS108 with necessary reinforcement including cost and conveyance of all materials like cement, fine




Beams


23/62

11

INSIDE

1 324.5 - 9.5 3082.75

Deductions

Doors 3 3 - 8 -72.00

1 6 - 8 -48.00

2 2.5 - 8 -40.00

2922.75 Sq.Ft 21 61377.75

OUTSIDE 1 168 - 11 1848.00

DEDUCTION

windows 12 6 - 5.5 -396.00


1428.00 Sq.Ft 29988.00

12

1 107 - 50 5350.00

16 50 - 1 800.00

7578.00 Sq.Ft 21 159138.00

13

2' X 2' Vitrified Tiles 1 1 1634 1634.00 Sq.Ft 70 114380.00

14

PAVING TILES 1'0" X1'0" 1 1 3688 3688.00 Sq.Ft 45 165960.00

Flooring with PAVING TILESof 1st. Quality of size not exceeding 1'0" X1'0" , laid over C.C. Flooring bed set over 20

mm thick C.M. (1:3) prop base coat and neat grey cement slurry of honey like consistency spread at the rate of 3.3

kgs of cement per sqm and jointed with neat cement paste, including seignourage, cost and conveyance of all

materials and water from approved sources to work site and all operational, incidental, labour charges such as mixing

mortar, dressing, laying, lift charges, curring etc, complete for finished item of work as per SS.703, but excluding cost

of C.C.bed.

Ceiling Plastering 20mm thick in two coats with base coat of 9mm thick in CM(1:5) prop & top coat of 3mm thick in

CM(1:4) prop with dubara sponge finishing including cost & conveyance of materials and water to work site

seigniorage and all operational, incidental charges etc., complete for finished item.

Plastering 12mm thick in two coats with base coat of 9mm thick in CM(1:5) prop & top coat of 3mm thick in CM(1:4)

prop with dubara sponge finishing including cost & conveyance of materials and water to work site seigniorage and all

operational, incidental, labour charges such as scaffolding, mixing mortor, lift charges, curing etc complete for

finished item of work as per SS No.901 & 904

Flooring with 2' X 2' Vitrified Tilesof 1st. Quality , laid over C.C. Flooring bed set over 20 mm thick C.M. (1:3) prop

base coat and neat grey cement slurry of honey like consistency spread at the rate of 3.3 kgs of cement per sqm and

jointed with neat cement paste, including seignourage, cost and conveyance of all materials and water from approved

sources to work site and all operational, incidental, labour charges such as mixing mortar, dressing, laying, lift

charges, curring etc, complete for finished item of work as per SS.703, but excluding cost of C.C.bed.


24/62

15

2922.75 Sq.Ft 17 49686.75

17

Painting of exterior in snowcem

Quantity same as out side plastering - - - - 1428.00 Sq.Ft 15 21420.00

FIRST FLOOR

18

Superstructure with first class table 2 97 0.75 12.75 1855.13

mounted brick (4 1/2" thick, 1:4CM) 2 39.25 0.75 12.75 750.66

2 15.25 0.375 12.75 145.83

Deductions

windows 18 6 0.75 8 -648.00Ventilator 2 3 0.75 2 -9.00

DOOR 1 6 0.75 8 -36.00

2058.61 Cub.Ft 90 185274.84

19 Beams at slab level in P.T. ( M35 )

9 51 4 1 1836.00

1836.00 Cub.Ft 170 312120.00

Painting to new walls over two coats of exterior cement based wall Putty with two coats of SNOWCEM of approved

brand and shade over the base coat of approved white cement primer making three-coats in all to give an even

shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, all

operational, incidental charges including cost of brushes and all labour charges etc., complete for finished item of

work as per SS911

Providing Painting to new walls with two coats of Emulsion wall Putty with two coats of Oil bound distemper of

approved brand and shade over the base coat of appropriate primer of approved brand making 3-coats in all to give

an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powedered materials,

including all operational, incidental charges including cost of brushes and all labour charges etc., complete for

finished item of work as per SS911






25/62


26/62

24

1 1 5446 5446.00

5446.00 Sq.Ft 70 381220.00

25

Quantity same as in side plastering 4879.00 Sq.Ft 17 82943.00

27



ARCHITECTS DESIGN1 246.00 1 1 246.00 R.Ft 510 125460.00






Providing Painting to new walls with two coats of emuision wall Putty with two coats of Oil bound distemper of









work as per SS911


27/62

SECOND FLOOR

28

Superstructure with first class table 2 97 0.75 9.5 1382.25mounted brick (9" thick, 1:4CM) 2 39.25 0.75 9.5 559.31

Deductions

WINDOWS 18 6 0.75 5.5 -445.50

Ventilator 2 3 0.75 2 -9.00

DOOR 1 6 0.75 8 -36.00

1451.06 Cub.Ft 90 130595.63

29 Beams at slab level in P.T. ( M35 )9 51 4 1 1836.00

1836.00 Cub.Ft 170 312120.00

30

(in 1:1:3 prop) 1 371 0.75 1 278.25

278.25 Cub.Ft 170 47302.50

31 Slab in P.T. (in 1:2:4 prop) 1 107.25 51 0.36 1969.11

1969.11 Cub.Ft 170 334748.70






as per SS108 with necessary reinforcement including cost and conveyance of all materials like cement, fine




Beams


28/62

32

INSIDE

1 404 - 9.5 3838.00

Deductions

Doors 4 3 - 8 -96.002 6 - 8 -96.00

4 2.5 - 8 -80.00

3566.00 Sq.Ft 21 74886.00

OUTSIDE 1 276 - 9.5 2622.00

Deductions

windows 36 6 - 5.5 -1188.00


1410.00 Sq.Ft 21 29610.00

33

Ceiling 1 107 - 50 5350.00

16 50 - 1 800.00

6126.00 Sq.Ft 21 128646.00

34

Flooring with 2'-0" X 2'-0" Vitrified Tiles 1 1 5446 5446.00

5446.00 Sq.Ft 70 381220.00

Plastering 12mm thick in two coats with base coat of 9mm thick in CM(1:5) prop & top coat of 3mm thick in CM(1:4)


operational, incidental, labour charges such as scaffolding, mixing mortor, lift charges, curing etc complete for

finished item of work as per SS No.901 & 904

Ceiling Plastering 20mm thick in two coats with base coat of 9mm thick in CM(1:5) prop & top coat of 3mm thick in

CM(1:4) prop with dubara sponge finishing including cost & conveyance of materials and water to work site

seigniorage and all operational, incidental charges etc., complete for finished item.







29/62

35

apply two coats of Birla type Wall puttyin interiors

3566.00 Sq.Ft 17 60622.00

Quantity same as internal plastering

37

Quantity same as out side plastering - - - - 1410.00 Sq.Ft9

12690.00

38

1 1 16371 3 49113.00 K.g 55 2701215.00

39

42 6 - 5.5 1386.00 S.Ft. 450 623700.00





work as per SS911

Providing High Yield Strength deformed bars Fe 415 made of different diameters cutting and bending to required size

and shape placing in position with cover blocks of approved materials and size, tying firmely with M.S. binding wire,

forming grills for reinforcement work as per approved designed drawing to be supplied at the time of execution work

excluding cost and conveyance of deformed bars, but including binding wire, cover blocks and all operational,

labour charges such as cutting, bending placing in position, tying etc complete. for finished item of work. (Payment

will be made on the basis of weight of fabricated deformed bars only)

Supplying and fixing of fully glazed/ Partially glazed fenesta type window as per drawing, using 5mm thick glass

including cost and conveyance to site of aluminium sections, glass,including labour charges for manufacturing

windows, fixing in position using wooden blocks and sheet metal screws etc., complete for finished item and as per

consultants.

Providing Painting to new walls with two coats of emulsion wall Putty with two coats of Oil bound distemper of






30/62


( stone, A.C.P. , and texture finish)

1 1 107 28 2996.00 Sq.Ft

deduction windows 16 6 - 5.5 -528.00 S.Ft.

2468.00 S.Ft. 150 449400.00

41Supplying and fixing of ELEVATOR of

Jhonson brand10 PASSENGERS 1 1Each 800000.00 800000.00

42


ARCHITECTS DESIGN 1 246.00 1 1 246.00 R.Ft 350 86100.00

43 Compound wall 1 1 396 396.00 R.Ft 800 316800.00

SCHEDULE -B

44

Electrification - including transformer,


reputed brands, all labor charges for


finished works.

Lumsum

933182.94

45

Sanitary and Plumbing Works, including

sanitary pipelines, fixtures, plumbing

lines, faucets, all labor charges forfixing, lead and lift, etc., complete

finished works.

Lumsum

583239.34

46

Contingencies - unforeseen conditions,

labor insurance, price variation, theft of

materials etc..

Lumsum233295.74

47 Architect's fee Lumsum 233295.74

TOTAL11664786.80

Lumsum @ 8%

Lumsum @ 5%

Lumsum @ 2%

Lumsum @ 2%


31/62

GRAND TOTAL 13414504.82

ONE CRORE THIRTYFOUR LAKHS FOURTEEN THOUSAND FIVE HUNDREN AND FIVE RUPEES ONLY


32/62

NOTE :

1BASE PRICE OF CEMENT =Rs. 250 / BAG.

2 BASE PRICE OF STEEL =45/ KG.


33/62

Description No'S Length Breadth Dep/Ht Qty

in feet in feet in feet in cft/sft

SCHEDULE-A

FOUNDATION WORK

1

FOOTING ( F1 ) 18 12 11.5 8 19872.00

FOOTING ( F2 ) 4 6.5 6.5 8 1352.00

21224.00

2

FOOTING ( F1 ) 18 12 11.5 0.32 794.88

FOOTING ( F2 ) 4 6.5 6.5 0.36 60.84

855.72

3

FOOTING ( F1 ) 18 11 10.5 2.75 5717.25

FOOTING ( F2 ) 4 6 6 2 288.00

6005.25

4

COLUMN ( C1 ) 18 2 2.5 40 3600.00

COLUMN ( C2 ) 4 0.75 0.45 40 54.00

3654.00


Earth work excavation for foundatins and depositing at site with an intial lead of 10 mts and lift of 2 mts in mixture of gravel

and soft disintegrated rock like shales ordinary gravel, stony earth and earth mixed with fair sized boulders including all

operational, incidental, labour charges such as shoring, sheeting, planking shuttering etc comlete for finished item of work

as per SS 302 & 303

Vibrated plain cement concrete (1:4:8) proportion (cement) fine aggregate coarse aggregate for foundation using 40mm

size HBG Metal (SS.5) from approved quarry including cost and conveyanceof all materials like cement, sand coarse

aggregate water including machine mixing and vibrating charges, seneriage charges etc.to site including of all materials

and all labour charges etc. complete. for finished item of work as per SS 405 of APSS for levelling course. P.C.C.

VRCC(1:1 :3) prop nominal mix using 6 to 20mm(SS-5) graded HBG machine crushed metal for approved quarry as per

SS108 with necessary reinforcement including cost and conveyance of all materials like cement, fine aggregate and coarse

aggregate water etc to site cost at seigniorage and all materials including centering shuttering, machine mix laying concrete

vibrations, curing etc complete for finished item of work but excluding cost of steel at its for finished item of work.as per SS

403, but excluding cost of reinforcement steel and its fabrication charges for Column footings




vibrations, curing etc complete for finished item of work but excluding cost of steel at its for finished item of work.as per SS403, but excluding cost of reinforcement steel and its fabrication charges for Column


34/62

6

FOOTING ( F1 ) 18 12 11.5 8 19872.00

DEDUCTION P.C.C. 18 12 11.5 0.32 -794.88

COLUMN FOOTING 18 11 10.5 2.75 -5717.25

COLUMN 18 2 2.5 5 -450.00

12909.87

FOOTING ( F2 ) 4 6.5 6.5 8 1352.00

DEDUCTION P.C.C. 4 6.5 6.5 0.36 -60.84


COLUMN 4 0.75 0.45 5 -6.75

996.41

13906.28

7

8000.00 S.Ft 5 40000.00

8

1 107 51 0.15 818.55

GROUND FLOOR

9

2 39.25 0.75 9.5 559.31

3 31.75 0.75 9.5 678.66

3 11.5 0.36 9.5 117.99

Refilling with excavated soils or other than expansive soils in foundations and plinth in 150 mm layers including watering

and consolidation according to standard specifications, cost and conveyence of all materials and labour charges as

directed complete for finished item of work as per SS 309 and 310 of APSS


conveyance of all materials like cement sand bricks water etc to site cost of seigniorage charges and all materials and allmixing lifting charges and all labour charges etc complete for finished item of work APSS No: 504 & 501 for Superstructure

in Ground floor.

Filling with GRAVEL in basement & surrounding areas, brought from out side and dumping in layers not exceeding 15cmthick, consolidating each deposited layer by watering and ramming including all operational , incidental labour charges, hire

charges of T & P etc., complete for finished item of work. (APSS no. - 309 & 310) GRAVEL FROM OUT SIDE

Vibrated plain cement concrete (1:4:8) proportion (cement) fine aggregate coarse aggregate for foundation using 40mm

size HBG Metal (SS.5) from approved quarry including cost and conveyanceof all materials like cement, sand coarse

aggregate water including machine mixing and vibrating charges, seneriage charges etc.to site including of all materials

and all labour charges etc. complete. for finished item of work as per SS 405 of APSS for levelling course. P.C.C ATBASEMENT LEVEL


35/62


36/62

17

2922.75

18


Quantity same as out side plastering - - - - 1428.00

FIRST FLOOR

19



2 15.25 0.375 12.75 145.83

Deductions

windows 18 6 0.75 8 -648.00

Ventilator 2 3 0.75 2 -9.00

DOOR 1 6 0.75 8 -36.00

2058.61


9 51 4 1 1836.00

1836.00

21


(in 1:2:4 prop) 1 371 0.75 1 278.25

278.25

Providing Painting to new walls with two coats of Emulsion wall Putty with two coats of Oil bound distemper of approved

brand and shade over the base coat of appropriate primer of approved brand making 3-coats in all to give an even shade

after thoroughly brushing the surface to remove all dirt and remains of loose powedered materials, including all operational,

incidental charges including cost of brushes and all labour charges etc., complete for finished item of work as per SS911

Painting to new walls over two coats of exterior cement based wall Putty with two coats of SNOWCEM of approved brand

and shade over the base coat of approved white cement primer making three-coats in all to give an even shade after

thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, all operational, incidental

charges including cost of brushes and all labour charges etc., complete for finished item of work as per SS911


conveyance of all materials like cement sand bricks water etc to site cost of seigniorage charges and all materials and all

mixing lifting charges and all labour charges etc complete for finished item of work APSS No: 504 & 501 for Superstructure

in Ground floor.




vibrations, curing etc complete for finished item of work but excluding cost of steel at its for finished item of work.as per SS

403, but excluding cost of reinforcement steel and its fabrication charges for Beams


37/62


2750.00


38/62

24

Ceiling 1 107 - 50 5350.00

16 50 - 1 800.00

8900.00

25

1 1 5446 5446.00

5446.00

26

Quantity same as in side plastering 4879.00

27

Quantity same as out side plastering - - - - 2750.00

28STAINLESS STEEL RAILING AS PER

ARCHITECTS DESIGN1 246.00 1 1 246.00

SECOND FLOOR

29


mounted brick (9" thick, 1:4CM) 2 39.25 0.75 9.5 559.31

Ceiling Plastering 20mm thick in two coats with base coat of 9mm thick in CM(1:5) prop & top coat of 3mm thick in CM(1:4)


operational, incidental charges etc., complete for finished item.

Flooring with 2' X 2' Vitrified Tilesof 1st. Quality , laid over C.C. Flooring bed set over 20 mm thick C.M. (1:3) prop base

coat and neat grey cement slurry of honey like consistency spread at the rate of 3.3 kgs of cement per sqm and jointed with

neat cement paste, including seignourage, cost and conveyance of all materials and water from approved sources to work

site and all operational, incidental, labour charges such as mixing mortar, dressing, laying, lift charges, curring etc,

complete for finished item of work as per SS.703, but excluding cost of C.C.bed.

Providing Painting to new walls with two coats of emuision wall Putty with two coats of Oil bound distemper of approved

brand and shade over the base coat of appropriate primer of approved brand making 3-coats in all to give an even shade

after thoroughly brushing the surface to remove all dirt and remains of loose powedered materials, including all operational,

incidental charges including cost of brushes and all labour charges etc., complete for finished item of work as per SS911

Painting to new walls over two coats of exterior cement based wall Putty with two coats of SNOWCEM of approved brand

and shade over the base coat of approved white cement primer making three-coats in all to give an even shade after

thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, all operational, incidental

charges including cost of brushes and all labour charges etc., complete for finished item of work as per SS911


conveyance of all materials like cement sand bricks water etc to site cost of seigniorage charges and all materials and all

mixing lifting charges and all labour charges etc complete for finished item of work APSS No: 504 & 501 for Superstructure

in Ground floor.


39/62


40/62

38

1 1 16371 3 49113.00

39

42 6 - 5.5 1386.00


( stone, A.C.P. , and texture finish)1 1 107 28 2996.00

deduction windows 16 6 - 5.5 -528.00

2468.00


Jhonson brand10 PASSENGERS 1 1


ARCHITECTS DESIGN1 246.00 1 1 246.00

43 Compound wall 1 1 396 396.00

SCHEDULE -B

44

Electrification - including transformer,

panel boards, wiring, switches, all ofreputed brands, all labor charges for


finished works.

Sanitary and Plumbing Works including

ONE CRORE SIXTEEN LAKHS SIXTY FOUR THOUSAND SEVEN HUNDRED AND EIGHTY SIX R

Supplying and fixing of fully glazed/ Partially glazed fenesta type window as per drawing, using 5mm thick glass including

cost and conveyance to site of aluminium sections, glass,including labour charges for manufacturing windows, fixing in

position using wooden blocks and sheet metal screws etc., complete for finished item and as per consultants.

TOTAL

Lumsum @ 8%

Providing High Yield Strength deformed bars Fe 415 made of different diameters cutting and bending to required size and

shape placing in position with cover blocks of approved materials and size, tying firmely with M.S. binding wire, forming

grills for reinforcement work as per approved designed drawing to be supplied at the time of execution work excluding

cost and conveyance of deformed bars, but including binding wire, cover blocks and all operational, labour charges such

as cutting, bending placing in position, tying etc complete. for finished item of work. (Payment will be made on the basis of

weight of fabricated deformed bars only)


41/62

1BASE PRICE OF CEMENT =Rs. 250 / BAG.

2 BASE PRICE OF STEEL =45/ KG.


42/62

Units Rate/unit AMOUNT

in cft/sft

Cub.Ft 10.00 212240.00

Cub.Ft 95.00 81293.40

Cub.Ft 165 990866.25

Cub.Ft 175 639450.00


43/62

Cub.Ft

Cub.Ft

Cub.Ft 10 139062.80

Cub.Ft 12 480000.00

Cub.Ft 95.00 77762.25


44/62

Cub.Ft 185 51476.25

Cub.Ft

185

364285.35

Sq.Ft 21 61377.75

Sq.Ft 21 29988.00

Sq.Ft 21 159138.00


45/62

Sq.Ft 17 49686.75

Sq.Ft 15 21420.00

Cub.Ft 95 195567.89

Cub.Ft 185 339660.00

Cub.Ft 185 51476.25


46/62

Sq.Ft 21 57750.00


47/62

Sq.Ft 21 186900.00

Sq.Ft 70 381220.00

Sq.Ft 17 82943.00

Sq.Ft 15 41250.00

R.Ft 510 125460.00


48/62

Cub.Ft185

364285.35

Sq.Ft 21 74886.00

Sq.Ft 21 29610.00

Sq.Ft 21 128646.00

Sq.Ft 70 381220.00


49/62

K.g 55 2701215.00

S.Ft. 450 623700.00

Sq.Ft

S.Ft.

S.Ft. 150 449400.00

Each 800000.00 800000.00

R.Ft 350 86100.00

R.Ft 800 316800.00

Lumsum

1011272.73

UPEES ONLY

12640909.16


50/62

Description No'S Length Breadth Dep/Ht Qty Units Rate/unit AMOUNT

in feet in feet in feet in cft/sft in cft/sft

SCHEDULE-A

FOUNDATION WORK

1

FOOTING ( F1 ) 18 12 11.5 8 19872.00

FOOTING ( F2 ) 4 6.5 6.5 8 1352.00

21224.00 Cub.Ft 10.00 212240.00

2

FOOTING ( F1 ) 18 12 11.5 0.32 794.88

FOOTING ( F2 ) 4 6.5 6.5 0.36 60.84

855.72 Cub.Ft 95.00 81293.40

3

FOOTING ( F1 ) 18 11 10.5 2.75 5717.25

FOOTING ( F2 ) 4 6 6 2 288.00

6005.25 Cub.Ft 165 990866.25

NAME OF WORK :- CONSTRUCTION OF NEW BUILDING FOR WARANGAL DIST. FERTILIZERS, PESTICIDES & SEEDS WELFARE ASSOCIATION AT WARANGAL.

Earth work excavation for foundatins and depositing at site with an intial lead of 10 mts and lift of 2 mts in mixture of gravel and soft

disintegrated rock like shales ordinary gravel, stony earth and earth mixed with fair sized boulders including all operational, incidental,

labour charges such as shoring, sheeting, planking shuttering etc comlete for finished item of work as per SS 302 & 303

Vibrated plain cement concrete (1:4:8) proportion (cement) fine aggregate coarse aggregate for foundation using 40mm size HBG

Metal (SS.5) from approved quarry including cost and conveyanceof all materials l ike cement, sand coarse aggregate water including

machine mixing and vibrating charges, seneriage charges etc.to site including of all materials and all labour charges etc. complete.for finished item of work as per SS 405 of APSS for levelling course. P.C.C.

VRCC(1:1 :3) prop nominal mix using 6 to 20mm(SS-5) graded HBG machine crushed metal for approved quarry as per SS108

with necessary reinforcement including cost and conveyance of all materials l ike cement, fine aggregate and coarse aggregate water

etc to site cost at seigniorage and all materials including centering shuttering, machine mix laying concrete vibrations, curing etccomplete for finished item of work but excluding cost of steel at its for finished item of work.as per SS 403, but excluding cost of

reinforcement steel and its fabrication charges for Column footings

THE WARANGAL DIST. FERTILIZERS, PESTICIDESSEEDS WELFARE ASSOCIATION 6/17/2014 Page 50


51/62

4

COLUMN ( C1 ) 18 2 2.5 40 3600.00

COLUMN ( C2 ) 4 0.75 0.45 40 54.00

3654.00 Cub.Ft 175 639450.00

5

1 547 0.75 1 410.25

410.25 Cub.Ft 175 71793.75

6

FOOTING ( F1 ) 18 12 11.5 8 19872.00

DEDUCTION P.C.C. 18 12 11.5 0.32 -794.88

COLUMN FOOTING 18 11 10.5 2.75 -5717.25

COLUMN 18 2 2.5 5 -450.00

12909.87 Cub.Ft

FOOTING ( F2 ) 4 6.5 6.5 8 1352.00

DEDUCTION P.C.C. 4 6.5 6.5 0.36 -60.84


COLUMN 4 0.75 0.45 5 -6.75

996.41 Cub.Ft

13906.28 Cub.Ft 10 139062.80

Refilling with excavated soils or other than expansive soils in foundations and plinth in 150 mm layers including watering and

consolidation according to standard specifications, cost and conveyence of all materials and labour charges as directed complete for

finished item of work as per SS 309 and 310 of APSS


with necessary reinforcement including cost and conveyance of all materials like cement, fine aggregate and coarse aggregate water


reinforcement steel and its fabrication charges for Plinth beams.




reinforcement steel and its fabrication charges for Column



52/62

7

8000.00 S.Ft 5 40000.00 Cub.Ft 12 480000.00

8

1 107 51 0.15 818.55 Cub.Ft 95.00 77762.25

Filling with GRAVEL in basement & surrounding areas, brought from out side and dumping in layers not exceeding 15cm thick,

consolidating each deposited layer by watering and ramming including all operational , incidental labour charges, hire charges of T &

P etc., complete for finished item of work. (APSS no. - 309 & 310) GRAVEL FROM OUT SIDE

Vibrated plain cement concrete (1:4:8) proportion (cement) fine aggregate coarse aggregate for foundation using 40mm size HBG

Metal (SS.5) from approved quarry including cost and conveyanceof all materials like cement, sand coarse aggregate water including

machine mixing and vibrating charges, seneriage charges etc.to site including of all materials and all labour charges etc. complete.

for finished item of work as per SS 405 of APSS for levelling course. P.C.C AT BASEMENT LEVEL



53/62

GROUND FLOOR

9

2 39.25 0.75 9.5 559.31

3 31.75 0.75 9.5 678.66

3 11.5 0.36 9.5 117.99

Deductions

Doors 3 3 0.75 8 -54.00

1 6 0.75 8 -36.00

2 2.5 0.36 8 -14.40

windows 6 6 0.75 5.5 -148.50

Ventilator 1 6 0.75 2 -9.00

1094.06 Cub.Ft 95 103935.58


(M 35 Prop. )

9 51 4 1 1836.00

1836.00 Cub.Ft 185 339660.00

11

1 371 0.75 1 278.25

278.25 Cub.Ft 185 51476.25

12 Slab in P.T. (in 1:2:4 prop) 1 107.25 51 0.36 1969.11

(M 35 Prop. )

1969.11 Cub.Ft 185 364285.35

Brick masonary in Cement motor (1:6) mix using 2 nd class bricks and approved sourse and including cost and conveyance of all

materials like cement sand bricks water etc to site cost of seigniorage charges and all materials and all mixing lifting charges and all

labour charges etc complete for finished item of work APSS No: 504 & 501 for Superstructure in Ground floor.


with necessary reinforcement including cost and conveyance of al l materials like cement, fine aggregate and coarse aggregate water

etc to site cost at seigniorage and all materials including centering shuttering, machine mix laying concrete vibrations, curing etc

complete for finished item of work but excluding cost of steel at its for finished item of work.as per SS 403, but excluding cost of

reinforcement steel and its fabrication charges for Beams



54/62

13

INSIDE

1 324.5 - 9.5 3082.75

Deductions

Doors 3 3 - 8 -72.00

1 6 - 8 -48.00

2 2.5 - 8 -40.00

2922.75 Sq.Ft 21 61377.75

OUTSIDE 1 168 - 11 1848.00

DEDUCTION

windows 12 6 - 5.5 -396.00


1428.00 Sq.Ft 21 29988.00

14

1 107 - 50 5350.00

16 50 - 1 800.00

7578.00 Sq.Ft 21 159138.00

15

2' X 2' Vitrified Tiles 1 1 1634 1634.00 Sq.Ft 70 114380.00

16

PAVING TILES 1'0" X1'0" 1 1 3688 3688.00 Sq.Ft 45 165960.00

Plastering 12mm thick in two coats with base coat of 9mm thick in CM(1:5) prop & top coat of 3mm thick in CM(1:4) prop with dubara

sponge finishing including cost & conveyance of materials and water to work site seigniorage and all operational, incidental, labour

charges such as scaffolding, mixing mortor, lift charges, curing etc complete for finished item of work as per SS No.901 & 904

Ceiling Plastering 20mm thick in two coats with base coat of 9mm thick in CM(1:5) prop & top coat of 3mm thick in CM(1:4) prop with

dubara sponge finishing including cost & conveyance of materials and water to work site seigniorage and all operational, incidental

charges etc., complete for finished item.

Flooring with 2' X 2' Vitrified Tilesof 1st. Quality , laid over C.C. Flooring bed set over 20 mm thick C.M. (1:3) prop base coat and

neat grey cement slurry of honey like consistency spread at the rate of 3.3 kgs of cement per sqm and jointed with neat cement paste,

including seignourage, cost and conveyance of all materials and water from approved sources to work site and all operational,

incidental, labour charges such as mixing mortar, dressing, laying, lift charges, curring etc, complete for finished item of work as per

SS.703, but excluding cost of C.C.bed.

Flooring with PAVING TILESof 1st. Quality of size not exceeding 1'0" X1'0" , laid over C.C. Flooring bed set over 20 mm thick C.M.

(1:3) prop base coat and neat grey cement slurry of honey like consistency spread at the rate of 3.3 kgs of cement per sqm and

jointed with neat cement paste, including seignourage, cost and conveyance of all materials and water from approved sources to work

site and all operational, incidental, labour charges such as mixing mortar, dressing, laying, lift charges, curring etc, complete for

finished item of work as per SS.703, but excluding cost of C.C.bed.



55/62

17

2922.75 Sq.Ft 17 49686.75

18



Providing Painting to new walls with two coats of Emulsion wall Putty with two coats of Oil bound distemper of approved brand and

shade over the base coat of appropriate primer of approved brand making 3-coats in all to give an even shade after thoroughlybrushing the surface to remove all dirt and remains of loose powedered materials, including all operational, incidental charges

including cost of brushes and all labour charges etc., complete for finished item of work as per SS911

Painting to new walls over two coats of exterior cement based wall Putty with two coats of SNOWCEM of approved brand and shade

over the base coat of approved white cement primer making three-coats in all to give an even shade after thoroughly brushing the

surface to remove all dirt and remains of loose powdered materials, all operational, incidental charges including cost of brushes and

all labour charges etc., complete for finished item of work as per SS911



56/62

FIRST FLOOR

19



2 15.25 0.375 12.75 145.83Deductions

windows 18 6 0.75 8 -648.00

Ventilator 2 3 0.75 2 -9.00

DOOR 1 6 0.75 8 -36.00

2058.61 Cub.Ft 95 195567.89


9 51 4 1 1836.00

1836.00 Cub.Ft 185 339660.00

21


(in 1:2:4 prop) 1 371 0.75 1 278.25

278.25 Cub.Ft 185 51476.25

22 Slab in P.T. (in M35 prop) 1 107.25 51 0.36 1969.11

1969.11 Cub.Ft 185 364285.35











57/62

23

INSIDE

1 404 - 12.75 5151.00

Deductions

Doors 4 3 - 8 -96.00

2 6 - 8 -96.00

4 2.5 - 8 -80.00

4879.00 Sq.Ft 21 102459.00

OUTSIDE 1 283 - 14 3962.00

windows 36 6 - 5.5 -1188.00


2750.00 Sq.Ft 21 57750.00

24

Ceiling 1 107 - 50 5350.00

16 50 - 1 800.00

8900.00 Sq.Ft 21 186900.00

25

1 1 5446 5446.00

5446.00 Sq.Ft 70 381220.00


sponge finishing including cost & conveyance of materials and water to work site seigniorage and all operational, incidental, labourcharges such as scaffolding, mixing mortor, lift charges, curing etc complete for finished item of work as per SS No.901 & 904


dubara sponge finishing including cost & conveyance of materials and water to work site seigniorage and all operational, incidentalcharges etc., complete for finished item.



including seignourage, cost and conveyance of all materials and water from approved sources to work site and all operational,incidental, labour charges such as mixing mortar, dressing, laying, lift charges, curring etc, complete for finished item of work as per




58/62

26

Quantity same as in side plastering 4879.00 Sq.Ft 17 82943.00

27




Providing Painting to new walls with two coats of emuision wall Putty with two coats of Oil bound distemper of approved brand and

shade over the base coat of appropriate primer of approved brand making 3-coats in all to give an even shade after thoroughly

brushing the surface to remove all dirt and remains of loose powedered materials, including all operational, incidental chargesincluding cost of brushes and all labour charges etc., complete for finished item of work as per SS911


over the base coat of approved white cement primer making three-coats in all to give an even shade after thoroughly brushing the

surface to remove all dirt and remains of loose powdered materials, all operational, incidental charges including cost of brushes and

all labour charges etc., complete for finished i tem of work as per SS911



59/62

SECOND FLOOR

29


mounted brick (9" thick, 1:4CM) 2 39.25 0.75 9.5 559.31

Deductions

WINDOWS 18 6 0.75 5.5 -445.50

Ventilator 2 3 0.75 2 -9.00

DOOR 1 6 0.75 8 -36.00

1451.06 Cub.Ft 95 137850.94


9 51 4 1 1836.00

1836.00 Cub.Ft 185 339660.00

31

(in 1:1:3 prop) 1 371 0.75 1 278.25

278.25 Cub.Ft 185 51476.25

32 Slab in P.T. (in 1:2:4 prop) 1 107.25 51 0.36 1969.11

1969.11 Cub.Ft 185 364285.35





with necessary reinforcement including cost and conveyance of al l materials like cement, fine aggregate and coarse aggregate water






60/62

33

INSIDE

1 404 - 9.5 3838.00

Deductions

Doors 4 3 - 8 -96.00

2 6 - 8 -96.00

4 2.5 - 8 -80.00

3566.00 Sq.Ft 21 74886.00

OUTSIDE 1 276 - 9.5 2622.00

Deductions

windows 36 6 - 5.5 -1188.00


1410.00 Sq.Ft 21 29610.00

34

Ceiling 1 107 - 50 5350.00

16 50 - 1 800.00

6126.00 Sq.Ft 21 128646.00

35

Flooring with 2'-0" X 2'-0" Vitrified Tiles 1 1 5446 5446.00

5446.00 Sq.Ft 381220.00


sponge finishing including cost & conveyance of materials and water to work site seigniorage and all operational, incidental, labour

charges such as scaffolding, mixing mortor, lift charges, curing etc complete for finished item of work as per SS No.901 & 904


dubara sponge finishing including cost & conveyance of materials and water to work site seigniorage and all operational, incidentalcharges etc., complete for finished item.



including seignourage, cost and conveyance of all materials and water from approved sources to work si te and all operational,incidental, labour charges such as mixing mortar, dressing, laying, lift charges, curring etc, complete for finished item of work as per




61/62

36

apply two coats of Birla type Wall putty

in interiors3566.00 Sq.Ft

17 60622.00

Quantity same as internal plastering

37


38

1 1 16371 3 49113.00 K.g 55 2701215.00

39

42 6 - 5.5 1386.00 S.Ft. 450 623700.00


( stone, A.C.P. , and texture finish)1 1 107 28 2996.00 Sq.Ft

deduction windows 16 6 - 5.5 -528.00 S.Ft.

2468.00 S.Ft. 150 449400.00


over the base coat of approved white cement primer making three-coats in all to give an even shade after thoroughly brushing thesurface to remove all dirt and remains of loose powdered materials, all operational, incidental charges including cost of brushes and

all labour charges etc., complete for finished item of work as per SS911

Providing High Yield Strength deformed bars Fe 415 made of different diameters cutting and bending to required size and shape

placing in position with cover blocks of approved materials and size, tying firmely with M.S. binding wire, forming grills for

reinforcement work as per approved designed drawing to be supplied at the time of execution work excluding cost and conveyance

of deformed bars, but including binding wire, cover blocks and all operational, labour charges such as cutting, bending placing in

position, tying etc complete. for finished i tem of work. (Payment will be made on the basis of weight of fabricated deformed bars only)

Supplying and fixing of fully glazed/ Partially glazed fenesta type window as per drawing, using 5mm thick glass including cost and

conveyance to site of aluminium sections, glass,including labour charges for manufacturing windows, fixing in position using wooden

blocks and sheet metal screws etc., complete for finished item and as per consultants.

Providing Painting to new walls with two coats of emulsion wall Putty with two coats of Oil bound distemper of approved brand andshade over the base coat of appropriate primer of approved brand making 3-coats in all to give an even shade after thoroughly

brushing the surface to remove all dirt and remains of loose powedered materials, including all operational, incidental charges

including cost of brushes and all labour charges etc., complete for finished item of work as per SS911



62/62


Jhonson brand10 PASSENGERS 1 1Each 800000.00 800000.00



43 Compound wall 1 1 396 396.00 R.Ft 800 316800.00

12640909.16

GRAND TOTAL

TOTAL

ADD CONTRACTOR'S PERCENTAGE AT PAR/ BELOW/ABOVE


Documents

Fertiliers Estimates