Commercial Building Estimate BOQ

DETAILED SHEET OF ESTIMATE OF PROPOSED CONSTRUCTION OF COMMERCIAL BUILDING ON PLOT NO………KHANDWA ROAD, INDOREDISTRICT-INDORE, (M.P.)

B/TO :- AKVN INDORE

FOR :Nine Squares Architects Pvt. Ltd., LG 24-25,BCM Heights, Bombay Hospital Link Road, Indore

MAIN COMMERCIAL BUILDING

S.No. Particular of Item. No. Length Width Depth Unit

1 PLOT CLEANING AND LEVELLING WORK:1.1

1.1.1 Main building: In ordinary soil. 1.0 48.00 27.00 --------1.1.2 Road area: In ordinary soil. 1.0 24.00 6.00 --------

1.2

1.2.1 Main building: In ordinary soil. 1.0 48.00 27.00 --------1.2.2 Road area: In ordinary soil. 1.0 24.00 6.00 --------

2 EXCAVATION WORK:

2.2 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

M2 M2

2.3 : Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.

M2 M2

DETAILED SHEET OF ESTIMATE OF PROPOSED CONSTRUCTION OF COMMERCIAL BUILDING ON PLOT NO………KHANDWA ROAD, INDORE

FOR :Nine Squares Architects Pvt. Ltd., LG 24-25,BCM Heights,

Quantity

1152.00144.00

1152.00144.00

2.1 A. In Black Cotton Soil.2.1.1 a. Footings: Main Building .

F-1 6.0 7.70 7.70 3.00 F-2 1.0 7.10 7.10 3.00 F-3 1.0 6.60 6.60 3.00 F-4 3.0 6.30 6.30 3.00 F-5 12.0 5.90 5.90 3.00 F-6 2.0 5.20 5.20 3.00 F-7 4.0 4.80 4.80 3.00 F-8 1.0 4.40 4.40 3.00 F-9 12.0 3.30 3.30 3.00 F-10 2.0 3.90 3.90 3.00 F-11 1.0 8.00 14.40 3.00 F-12 1.0 7.60 25.60 3.00 F-13 1.0 13.20 13.60 3.00 F-14 1.0 8.90 13.00 3.00 F-15 14.0 2.40 2.40 3.00 F-16 1.0 1.90 2.60 3.00 F-17 1.0 2.10 2.10 3.00 F-18 1.0 7.20 11.73 3.00 F-19 1.0 7.40 11.73 3.00 F-20 1.0 8.10 23.60 3.00 F-21 1.0 3.60 4.60 3.00 F-22 2.0 1.80 1.80 3.00

Total2.2 B. In selected Soil.

2.2.1 a. Footings: Main Building . F-1 6.0 7.70 7.70 1.50 F-2 1.0 7.10 7.10 1.50 F-3 1.0 6.60 6.60 1.50 F-4 3.0 6.30 6.30 1.50 F-5 12.0 2.60 3.40 1.50 F-6 2.0 5.20 5.20 1.50 F-7 4.0 4.80 4.80 1.50 F-8 1.0 4.40 4.40 1.50 F-9 12.0 3.30 3.30 1.50 F-10 2.0 3.90 3.90 1.50 F-11 1.0 8.00 14.40 1.50 F-12 1.0 7.60 25.60 1.50 F-13 1.0 13.20 13.60 1.50 F-14 1.0 8.90 13.00 1.50 F-15 14.0 2.40 2.40 1.50 F-16 1.0 1.90 2.60 1.50

2.6 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

1067.22151.23130.68357.21

1253.16162.24276.4858.08392.0491.26345.60583.68538.56347.10241.9214.8213.23253.37260.41573.4849.6819.44

7180.887180.88

533.6175.6265.34178.61159.1281.12138.2429.04196.0245.63172.80291.84269.28173.55120.967.41

F-17 1.0 2.10 2.10 1.50 F-18 1.0 7.20 11.73 1.50 F-19 1.0 7.40 11.73 1.50 F-20 1.0 8.10 23.60 1.50 F-21 1.0 3.60 4.60 1.50 F-22 2.0 1.80 1.80 1.50

TotalTOTAL EXCAVATION MAIN BUILDING

3

3.1 2.20.1 : Depth not exceeding 1.5 m.a. Footings: Main Building . F-1 6.0 15.40 15.40 1.50 F-2 1.0 14.20 14.20 1.50 F-3 1.0 13.20 13.20 1.50 F-4 3.0 12.60 12.60 1.50 F-5 12.0 11.80 11.80 1.50 F-6 2.0 10.40 10.40 1.50 F-7 4.0 9.60 9.60 1.50 F-8 1.0 8.80 8.80 1.50 F-9 12.0 6.60 6.60 1.50 F-10 2.0 7.80 7.80 1.50 F-11 1.0 16.00 28.80 1.50 F-12 1.0 15.20 51.20 1.50 F-13 1.0 26.40 27.20 1.50 F-14 1.0 17.80 26.00 1.50 F-15 14.0 4.80 4.80 1.50 F-16 1.0 3.80 5.20 1.50 F-17 1.0 4.20 4.20 1.50 F-18 1.0 14.40 23.46 1.50 F-19 1.0 14.80 23.46 1.50 F-20 1.0 16.20 47.20 1.50 F-21 1.0 7.20 9.20 1.50 F-22 2.0 3.60 3.60 1.50

3.2 2.20.2 : Depth exceeding 1.5 m but not exceeding 3 m.

a. Footings: Main Building . F-1 6.0 15.40 15.40 1.50 F-2 1.0 14.20 14.20 1.50 F-3 1.0 13.20 13.20 1.50 F-4 3.0 12.60 12.60 1.50 F-5 12.0 11.80 11.80 1.50 F-6 2.0 10.40 10.40 1.50 F-7 4.0 9.60 9.60 1.50 F-8 1.0 8.80 8.80 1.50 F-9 12.0 6.60 6.60 1.50 F-10 2.0 7.80 7.80 1.50 F-11 1.0 16.00 28.80 1.50 F-12 1.0 15.20 51.20 1.50

M3

M3

M3

M3

M3

M3

M3

M3

M3

2.20 : Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

6.62126.68130.20286.7424.849.72

3122.983122.9810303.87

277.2042.6039.60113.40424.8062.40115.2026.40237.6046.8067.2099.6080.4065.70201.6013.5012.6056.7957.3995.1024.6021.60

2182.08

277.2042.6039.60113.40424.8062.40115.2026.40237.6046.8067.2099.60

F-13 1.0 26.40 27.20 1.50 F-14 1.0 17.80 26.00 1.50 F-15 14.0 4.80 4.80 1.50 F-16 1.0 3.80 5.20 1.50 F-17 1.0 4.20 4.20 1.50 F-18 1.0 14.40 23.46 1.50 F-19 1.0 14.80 23.46 1.50 F-20 1.0 16.20 47.20 1.50 F-21 1.0 7.20 9.20 1.50 F-22 2.0 3.60 3.60 1.50

3.3 2.20.3 : Depth exceeding 3 m but not exceeding 4.5 m.a. Footings: Main Building . F-1 6.0 15.40 15.40 1.50 F-2 1.0 14.20 14.20 1.50 F-3 1.0 13.20 13.20 1.50 F-4 3.0 12.60 12.60 1.50 F-5 12.0 11.80 11.80 1.50 F-6 2.0 10.40 10.40 1.50 F-7 4.0 9.60 9.60 1.50 F-8 1.0 8.80 8.80 1.50 F-9 12.0 6.60 6.60 1.50 F-10 2.0 7.80 7.80 1.50 F-11 1.0 16.00 28.80 1.50 F-12 1.0 15.20 51.20 1.50 F-13 1.0 26.40 27.20 1.50 F-14 1.0 17.80 26.00 1.50 F-15 14.0 4.80 4.80 1.50 F-16 1.0 3.80 5.20 1.50 F-17 1.0 4.20 4.20 1.50 F-18 1.0 14.40 23.46 1.50 F-19 1.0 14.80 23.46 1.50 F-20 1.0 16.20 47.20 1.50 F-21 1.0 7.20 9.20 1.50 F-22 2.0 3.60 3.60 1.50

4

2.26.1 : All kinds of soil.

5

A. FILLING UPTO F.G.L.Total excavation as per Item No 2Deduction of P.C.C.Deduction of R.C.C. Footings

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

2.26 : Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means)

2.26.1.1 : Depth exceeding 1.5 m but not exceeding 3 m. M3

2.26.1.2 : Depth exceeding 3 m but not exceeding 4.5 m. M3

2.25 : Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming

M3

M3

M3

80.4065.70201.6013.5012.6056.7957.3995.1024.6021.60

2182.08

277.2042.6039.60113.40424.8062.40115.2026.40237.6046.8067.2099.6080.4065.70201.6013.5012.6056.7957.3995.1024.6021.60

2182.08

3219.963219.96

10303.87-550.31

-2671.22

Deduction of R.C.C. ColumnsNET FILLING UPTO F.G.L.B. FILLING UPTO P.L. PF-1 1.0 41.00 52.00 0.40 PF-2 1.0 5.25 19.15 0.40 PF-3 1.0 10.50 3.66 0.40 PF-4 1.0 14.40 28.00 0.40 PF-5 1.0 9.13 24.00 0.40 PF-6 1.0 2.56 4.50 0.40Deduction 1.0 14.00 3.40 0.40

1.0 1.20 3.33 0.40NET FILLING UPTO P.L.TOTAL MURRUM FILLING:EXTRA MURRUM REQUIRED FOR FILLING

6

PF-1 1.0 41.00 52.00 0.20 PF-2 1.0 5.25 19.15 0.20 PF-3 1.0 10.50 3.66 0.20 PF-4 1.0 14.40 28.00 0.20 PF-5 1.0 9.13 24.00 0.20 PF-6 1.0 2.56 4.50 0.20Deduction 1.0 14.00 3.40 0.20

1.0 1.20 3.33 0.20

7

PF-1 1.0 41.00 52.00 0.30 PF-2 1.0 5.25 19.15 0.30 PF-3 1.0 10.50 3.66 0.30 PF-4 1.0 14.40 28.00 0.30 PF-5 1.0 9.13 24.00 0.30 PF-6 1.0 2.56 4.50 0.30Deduction 1.0 14.00 3.40 0.30

1.0 1.20 3.33 0.30

8

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

2.27 : Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming consolidating in layers not exceeding 20cm in depth and dressing complete

M3

M3

M3

M3

M3

M3

M3

M3

M3

2.28 : Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete.

M3

M3

M3

M3

M3

M3

M3

M3

M3

2.32 : Preconstruction antitermite treatment to the building under construction by providing

Stage 1: Treating the bottom and the sides (upto 30cm hight of the excavated trench @ 5 litter per sqm of the surface area.

Stage 2: After masonry/RCC work, the backfill in the immdiate contact with the foundation structure treatment @ 7.5 litter per sqm. of the vertical surface of the substructure for each side.

#REF!#REF!

852.8040.2215.37161.2887.604.61

-19.04-1.60

1141.24855.93#REF!

426.4020.117.6980.6443.802.30-9.52-0.80

570.62

639.6030.1611.53120.9665.703.46

-14.28-1.20

855.93

1

9

P.C.C. Work grade M-10 a. Footings: Main Building . F-1 6.0 7.30 7.30 0.10 F-2 1.0 6.70 6.70 0.10 F-3 1.0 6.20 6.20 0.10 F-4 3.0 5.90 5.90 0.10 F-5 12.0 5.50 5.50 0.10 F-6 2.0 4.80 4.80 0.10 F-7 4.0 4.40 4.40 0.10 F-8 1.0 4.00 4.00 0.10 F-9 12.0 2.90 2.90 0.10 F-10 2.0 3.50 3.50 0.10 F-11 1.0 7.60 14.00 0.10 F-12 1.0 7.20 25.20 0.10 F-13 1.0 12.80 13.20 0.10 F-14 1.0 8.50 12.60 0.10 F-15 14.0 2.00 2.00 0.10 F-16 1.0 1.50 2.20 0.10 F-17 1.0 1.70 1.70 0.10 F-18 1.0 6.80 11.33 0.10 F-19 1.0 7.00 11.33 0.10 F-20 1.0 7.70 23.20 0.10 F-21 1.0 3.20 4.20 0.10 F-22 2.0 1.40 1.40 0.10

Stage 3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm.

Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm.

Stage 5: Pumping the emulsion from outer side of the plinth below ground alround the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area)

Note – Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundations. Laying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to filled up soil within the plinth area before laying the subgrade for flooring.

M2

P.C.C. WORK: In foundation and up to Stilt Parking Floor Level.4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.1.4 : Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

31.97

4.49

3.84

10.44

36.30

4.61

7.74

1.60

10.09

2.45

10.64

18.14

16.90

10.71

5.60

0.33

0.29

7.70

7.93

17.86

1.34

0.39

b. P.C.C. below Stilt Slab, M-15. PS-1 1.0 41.60 52.60 0.10 PS-2 1.0 5.55 19.75 0.10 PS-3 1.0 11.10 4.26 0.10 PS-4 1.0 15.00 28.60 0.10 PS-5 1.0 9.43 24.60 0.10 PS-6 1.0 2.86 5.10 0.10Deduction 1.0 14.30 4.00 0.10

1.0 1.50 3.93 0.10

c. P.C.C. below Stilt level Beam bottom, M-15.Beams in -X- directionSB-1 43.0 7.40 0.40 0.10

1.0 8.03 0.40 0.10

1.0 7.85 0.40 0.10

1.0 4.87 0.40 0.10

2.0 6.07 0.40 0.10

2.0 6.20 0.40 0.10

1.0 5.50 0.40 0.10SB-3 1.0 6.20 0.40 0.10SB-4 4.0 5.59 0.40 0.10

1.0 4.90 0.40 0.10

1.0 5.81 0.40 0.10SB-6 1.0 3.10 0.40 0.10

3.0 4.49 0.40 0.10

1.0 4.65 0.40 0.10SB-7 1.0 3.82 0.40 0.10

2.0 3.10 0.40 0.10

1.0 4.24 0.40 0.10

3.0 4.21 0.40 0.10

1.0 3.80 0.40 0.10

1.0 3.93 0.40 0.10SB-8 1.0 3.37 0.40 0.10

1.0 2.76 0.40 0.10SB-9 1.0 2.80 0.40 0.10

2.0 2.89 0.40 0.10SB-10 3.0 0.90 0.40 0.10SB-12 3.0 0.58 0.40 0.10

2.0 1.50 0.40 0.10

1.0 3.93 0.40 0.10

1.0 3.83 0.40 0.10SB-15 1.0 10.20 0.50 0.10Beams in -Y- directionSB-1 10.0 7.25 0.40 0.10

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

211.39

218.82

10.96

4.73

42.90

23.191.46

-5.72

-0.59

295.74

12.73

0.32

0.31

0.19

0.49

0.50

0.22

0.25

0.89

0.20

0.23

0.12

0.54

0.19

0.15

0.25

0.17

0.51

0.15

0.16

0.13

0.11

0.11

0.23

0.11

0.07

0.12

0.16

0.15

0.51

2.90

12.0 7.15 0.40 0.10

15.0 7.30 0.40 0.10

1.0 7.40 0.40 0.10SB-2 1.0 7.30 0.50 0.10SB-5 5.0 4.80 0.40 0.10

4.0 4.90 0.40 0.10SB-6 1.0 6.07 0.40 0.10

1.0 4.50 0.40 0.10

3.0 4.10 0.40 0.10SB-7 1.0 3.96 0.40 0.10

2.0 3.14 0.40 0.10

2.0 4.10 0.40 0.10SB-8 5.0 3.40 0.40 0.10

1.0 2.56 0.40 0.10

1.0 5.05 0.40 0.10

1.0 3.30 0.40 0.10

1.0 2.80 0.40 0.10

1.0 3.14 0.40 0.10SB-9 3.0 2.20 0.40 0.10

2.0 2.80 0.40 0.10

5.0 2.60 0.40 0.10

1.0 3.14 0.40 0.10

2.0 2.10 0.40 0.10SB-10 1.0 0.75 0.40 0.10

1.0 1.42 0.40 0.10SB-11 2.0 2.80 0.30 0.10

1.0 1.64 0.30 0.10Beams in -inclined- directionSB-1 1.0 9.18 0.40 0.10

1.0 8.83 0.40 0.10

5.0 7.57 0.40 0.10SB-6 1.0 3.70 0.40 0.10

4.0 4.50 0.40 0.10

1.0 5.00 0.40 0.10

1.0 3.07 0.40 0.10

1.0 2.58 0.40 0.10SB-7 1.0 4.52 0.40 0.10SB-9 1.0 3.00 0.40 0.10SB-13 1.0 5.13 0.50 0.10SB-14 1.0 4.90 0.50 0.10

1.0 6.42 0.50 0.10

1.0 4.30 0.50 0.10

1.0 6.24 0.50 0.10

TOTAL P.C.C.

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

3.43

4.38

0.30

0.37

0.96

0.78

0.24

0.18

0.49

0.16

0.25

0.33

0.68

0.10

0.20

0.13

0.11

0.13

0.26

0.22

0.52

0.13

0.17

0.03

0.06

0.17

0.05

0.37

0.35

1.51

0.15

0.72

0.20

0.12

0.10

0.18

0.12

0.26

0.25

0.32

0.22

0.31

43.18550.31

10

5.31.1 : All works upto plinth level.5.28 : Extra for providing richer mixes at all floor levels.

STILT PARKING FLOOR SLABSa. Plinth Slab PS-1 1.0 41.60 52.60 0.10 PS-2 1.0 5.85 19.75 0.10 PS-3 1.0 11.10 4.26 0.10 PS-4 1.0 15.00 28.60 0.10 PS-5 1.0 9.73 24.60 0.10 PS-6 1.0 3.16 5.10 0.10Deduction 1.0 14.60 4.00 0.10

1.0 1.80 3.93 0.101.0 3.00 2.40 0.10

a. Footings Main building F-1 6.0 7.10 7.10 1.65 F-2 1.0 6.50 6.50 1.50 F-3 1.0 6.00 6.00 1.40 F-4 3.0 5.70 5.70 1.35 F-5 12.0 5.30 5.30 1.25 F-6 2.0 4.60 4.60 1.10 F-7 4.0 4.20 4.20 1.00 F-8 1.0 3.80 3.80 0.95 F-9 12.0 2.70 2.70 0.60 F-10 2.0 3.30 3.30 0.75 F-11 1.0 7.40 13.80 1.50 F-12 1.0 7.00 25.00 1.50 F-13 1.0 12.60 13.00 1.50 F-14 1.0 8.30 12.40 1.50 F-15 14.0 1.80 1.80 0.60 F-16 1.0 1.30 2.00 0.60 F-17 1.0 1.50 1.50 0.50 F-18 1.0 6.60 11.13 1.40 F-19 1.0 6.80 11.13 1.40

R.C.C. WORK- M:30 UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL): + 0.15MT5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.

Note : If Excess/ less cement over the specified cement content used is payable/ recoverable separately)

5.28.1 : Providing M-30 grade concrete instead of M-25 grade BMC/RMC.

Note : Cement content considered in M-30 is @ 340 kg/cum)

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

218.8211.554.7342.9023.921.61-5.84-0.71-0.72

296.27

499.0663.3750.40131.58421.3546.5570.5613.7252.4916.33153.18262.50245.70154.3827.221.561.13

102.84105.96

F-20 1.0 7.50 23.00 1.40 F-21 1.0 3.00 4.00 0.70 F-22 2.0 1.20 1.20 0.50

b. Columns upto Stilt level beam bottom level C-1 12.0 0.60 0.90 2.75 C-2 9.0 0.60 0.60 2.90 C-3 3.0 0.60 0.60 3.00 C-4 10.0 0.30 0.70 3.05 C-5 9.0 0.60 0.80 3.15 C-6 3.0 0.60 0.60 3.30 C-7 5.0 0.60 0.60 3.40 C-8 2.0 0.60 0.60 3.45 C-9 2.0 0.30 1.40 3.80 C-10 5.0 0.30 3.40 3.65 C-11 4.0 0.30 1.20 2.90 C-12 16.0 0.60 0.60 2.90 C-13 4.0 0.60 0.60 2.90 C-14 6.0 0.40 0.70 2.90 C-15 2.0 0.30 0.30 3.80

c. Stilt parking floor Level beamsBeams in -X- directionSB-1 43.0 0.30 0.50 7.40

1.0 0.30 0.50 8.031.0 0.30 0.50 7.851.0 0.30 0.50 4.872.0 0.30 0.50 6.072.0 0.30 0.50 6.201.0 0.30 0.50 5.50

SB-3 1.0 0.30 0.50 6.20SB-4 4.0 0.30 0.50 5.59

1.0 0.30 0.50 4.901.0 0.30 0.50 5.81

SB-6 1.0 0.30 0.50 3.103.0 0.30 0.50 4.491.0 0.30 0.50 4.65

SB-7 1.0 0.30 0.50 3.822.0 0.30 0.50 3.10

1.0 0.30 0.50 4.24

3.0 0.30 0.50 4.21

1.0 0.30 0.50 3.80

1.0 0.30 0.50 3.93SB-8 1.0 0.30 0.50 3.37

1.0 0.30 0.50 2.76SB-9 1.0 0.30 0.50 2.80

2.0 0.30 0.50 2.89SB-10 3.0 0.30 0.50 0.90SB-12 3.0 0.30 0.50 0.58

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

241.508.401.44

2671.22

17.82

9.40

3.24

6.40

13.61

3.56

6.12

2.48

3.19

18.624.1816.704.184.870.68

115.06

47.731.201.180.731.821.860.830.933.350.740.870.462.020.700.570.93

0.64

1.89

0.57

0.59

0.510.41

0.42

0.870.400.26

2.0 0.30 0.50 1.501.0 0.30 0.50 3.93

1.0 0.30 0.50 3.83SB-15 1.0 0.40 0.50 10.20Beams in -Y- directionSB-1 10.0 0.30 0.50 7.25

12.0 0.30 0.50 7.15

15.0 0.30 0.50 7.30

1.0 0.30 0.50 7.40SB-2 1.0 0.40 0.50 7.30SB-5 5.0 0.30 0.50 4.80

4.0 0.30 0.50 4.90SB-6 1.0 0.30 0.50 6.07

1.0 0.30 0.50 4.50

3.0 0.30 0.50 4.10SB-7 1.0 0.30 0.50 3.96

2.0 0.30 0.50 3.14

2.0 0.30 0.50 4.10SB-8 5.0 0.30 0.50 3.40

1.0 0.30 0.50 2.56

1.0 0.30 0.50 5.05

1.0 0.30 0.50 3.30

1.0 0.30 0.50 2.80

1.0 0.30 0.50 3.14SB-9 3.0 0.30 0.50 2.20

2.0 0.30 0.50 2.80

5.0 0.30 0.50 2.60

1.0 0.30 0.50 3.14

2.0 0.30 0.50 2.10SB-10 1.0 0.30 0.50 0.75

1.0 0.30 0.50 1.42SB-11 2.0 0.20 0.50 2.80

1.0 0.20 0.50 1.64

Beams in -inclined- directionSB-1 1.0 0.30 0.50 9.18

1.0 0.30 0.50 8.83

5.0 0.30 0.50 7.57SB-6 1.0 0.30 0.50 3.70

4.0 0.30 0.50 4.50

1.0 0.30 0.50 5.00

1.0 0.30 0.50 3.07

1.0 0.30 0.50 2.58SB-7 1.0 0.30 0.50 4.52

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

0.450.59

0.572.04

10.88

12.87

16.43

1.11

1.46

3.60

2.94

0.91

0.67

1.84

0.59

0.94

1.23

2.55

0.38

0.76

0.49

0.42

0.47

0.99

0.84

1.95

0.47

0.63

0.11

0.21

0.56

0.16

1.38

1.32

5.68

0.56

2.70

0.75

0.46

0.39

0.68

SB-9 1.0 0.30 0.50 3.00SB-13 1.0 0.40 0.50 5.13SB-14 1.0 0.40 0.50 4.90

1.0 0.40 0.50 6.42

1.0 0.40 0.50 4.30

1.0 0.40 0.50 6.24

C-1 12.0 0.60 0.90 0.30 C-2 9.0 0.60 0.60 0.30 C-3 3.0 0.60 0.60 0.30 C-4 10.0 0.30 0.70 0.30 C-5 9.0 0.60 0.80 0.30 C-6 3.0 0.60 0.60 0.30 C-7 5.0 0.60 0.60 0.30 C-8 2.0 0.60 0.60 0.30 C-9 2.0 0.30 1.40 0.30 C-10 5.0 0.30 3.40 0.30 C-11 4.0 0.30 1.20 0.30 C-12 16.0 0.60 0.60 0.30 C-13 4.0 0.60 0.60 0.30 C-14 6.0 0.40 0.70 0.30 C-15 2.0 0.30 0.30 0.30

11 SHUTTERING AND SCAFOLDING WORK:

11.1

a. Footings: Main Building . F-1 6.0 29.20 0.10 F-2 1.0 26.80 0.10 F-3 1.0 24.80 0.10 F-4 3.0 23.60 0.10 F-5 12.0 22.00 0.10 F-6 2.0 19.20 0.10 F-7 4.0 17.60 0.10 F-8 1.0 16.00 0.10 F-9 12.0 11.60 0.10

M3

M3

M3

M3

M3

M3

M3

d. Columns above Plinth beam and upto Stilt Floor level= +0.15MT.

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

TOTAL R.C.C. WORK UP TO STILT PARKING FLOOR LEVEL : + 0.15 M3

UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL) = +0.15MT.5.9 : Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 : Foundations, footings, bases of columns, etc. for concrete up to plinth level.

P.C.C. WORK: In foundation and up to Stilt Parking Floor Level.

M2 M2 M2 M2 M2 M2 M2 M2 M2

0.451.030.98

1.28

0.86

1.25

162.38

1.94

0.97

0.320.63

1.300.320.540.22

0.25

1.530.43

1.730.430.500.0511.18

3256.10

17.522.682.487.0826.403.847.041.6013.92

F-10 2.0 14.00 0.10 F-11 1.0 43.20 0.10 F-12 1.0 64.80 0.10 F-13 1.0 52.00 0.10 F-14 1.0 42.20 0.10 F-15 14.0 8.00 0.10 F-16 1.0 7.40 0.10 F-17 1.0 6.80 0.10 F-18 1.0 36.26 0.10 F-19 1.0 36.66 0.10 F-20 1.0 61.80 0.10 F-21 1.0 14.80 0.10 F-22 2.0 5.60 0.10

11.1.1 c. P.C.C. below Stilt level Beam bottom, M-15.Beams in -X- directionSB-1 86.0 7.40 0.10

2.0 8.03 0.102.0 7.85 0.102.0 4.87 0.104.0 6.07 0.104.0 6.20 0.102.0 5.50 0.10

SB-3 2.0 6.20 0.10SB-4 8.0 5.59 0.10

2.0 4.90 0.102.0 5.81 0.10

SB-6 2.0 3.10 0.106.0 4.49 0.102.0 4.65 0.10

SB-7 2.0 3.82 0.104.0 3.10 0.102.0 4.24 0.106.0 4.21 0.102.0 3.80 0.102.0 3.93 0.10

SB-8 2.0 3.37 0.102.0 2.76 0.10

SB-9 2.0 2.80 0.104.0 2.89 0.10

SB-10 6.0 0.90 0.10SB-12 6.0 0.58 0.10

4.0 1.50 0.102.0 3.93 0.102.0 3.83 0.10

SB-15 2.0 10.20 0.10Beams in -Y- direction 0.0 0.00 0.00SB-1 20.0 7.25 0.10

24.0 7.15 0.1030.0 7.30 0.10

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

2.804.326.485.204.2211.200.740.683.633.676.181.481.12

134.27

63.641.611.570.972.432.481.101.244.470.981.160.622.690.930.761.240.852.530.760.790.670.550.561.160.540.350.600.790.772.040.0014.5017.1621.90

2.0 7.40 0.10SB-2 2.0 7.30 0.10SB-5 10.0 4.80 0.10

8.0 4.90 0.10SB-6 2.0 6.07 0.10

2.0 4.50 0.106.0 4.10 0.10

SB-7 2.0 3.96 0.104.0 3.14 0.104.0 4.10 0.10

SB-8 10.0 3.40 0.102.0 2.56 0.102.0 5.05 0.102.0 3.30 0.102.0 2.80 0.102.0 3.14 0.10

SB-9 6.0 2.20 0.104.0 2.80 0.10

10.0 2.60 0.102.0 3.14 0.104.0 2.10 0.10

SB-10 2.0 0.75 0.102.0 1.42 0.10

SB-11 4.0 2.80 0.102.0 1.64 0.10

Beams in -inclined- direction 0.0 0.00 0.00SB-1 2.0 9.18 0.10

2.0 8.83 0.1010.0 7.57 0.10

SB-6 2.0 3.70 0.108.0 4.50 0.102.0 5.00 0.102.0 3.07 0.102.0 2.58 0.10

SB-7 2.0 4.52 0.10SB-9 2.0 3.00 0.10SB-13 2.0 5.13 0.10SB-14 2.0 4.90 0.10

2.0 6.42 0.102.0 4.30 0.102.0 6.24 0.10

11.2

5.28 : Extra for providing richer mixes at all floor levels. a. Plinth Slab PS-1 1.0 188.40 0.10 PS-2 1.0 51.20 0.10 PS-3 1.0 30.72 0.10 PS-4 1.0 87.20 0.10

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

R.C.C. WORK- M:30 UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL): + 0.15MT

M2 M2 M2 M2

1.481.464.803.921.210.902.460.791.261.643.400.511.010.660.560.631.321.122.600.630.840.150.281.120.330.001.841.777.570.743.601.000.610.520.900.601.030.981.280.861.25

214.03

18.845.123.078.72

PS-5 1.0 68.65 0.10 PS-6 1.0 16.52 0.10

1.0 37.20 0.101.0 11.46 0.101.0 10.80 0.10

11.3

a. Footings Main building F-1 6.0 28.40 1.65 F-2 1.0 26.00 1.50 F-3 1.0 24.00 1.40 F-4 3.0 22.80 1.35 F-5 12.0 21.20 1.25 F-6 2.0 18.40 1.10 F-7 4.0 16.80 1.00 F-8 1.0 15.20 0.95 F-9 12.0 10.80 0.60 F-10 2.0 13.20 0.75 F-11 1.0 42.40 1.50 F-12 1.0 64.00 1.50 F-13 1.0 51.20 1.50 F-14 1.0 41.40 1.50 F-15 14.0 7.20 0.60 F-16 1.0 6.60 0.60 F-17 1.0 6.00 0.50 F-18 1.0 35.46 1.40 F-19 1.0 35.86 1.40 F-20 1.0 61.00 1.40

b. Columns upto Stilt level beam bottom level C-1 12.0 3.00 2.75 C-2 9.0 2.40 2.90 C-3 3.0 2.40 3.00 C-4 10.0 2.00 3.05 C-5 9.0 2.80 3.15 C-6 3.0 2.40 3.30 C-7 5.0 2.40 3.40 C-8 2.0 2.40 3.45 C-9 2.0 3.40 3.80 C-10 5.0 7.40 3.65 C-11 4.0 3.00 2.90 C-12 16.0 2.40 2.90 C-13 4.0 2.40 2.90

M2 M2 M2 M2 M2 M2

5.28 : Extra for providing richer mixes at all floor levels. 5.9.21 : Lintels, beams, columns, girders, bressumers and cantilevers with water proof ply 12mm thick (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works)

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

6.871.653.721.151.0850.22

281.1639.0033.6092.34318.0040.4867.2014.4477.7619.8063.6096.0076.8062.1060.483.963.0049.6450.2085.40

1534.97

99.0062.6421.6061.0079.3823.7640.8016.5625.84135.0534.80111.3627.84739.63

c. Stilt parking floor Level beamsBeams in -X- directionSB-1 86.0 7.40 0.50

2.0 8.03 0.502.0 7.85 0.502.0 4.87 0.504.0 6.07 0.504.0 6.20 0.502.0 5.50 0.50

SB-3 2.0 6.20 0.50SB-4 8.0 5.59 0.50

2.0 4.90 0.502.0 5.81 0.502.0 3.10 0.506.0 4.49 0.502.0 4.65 0.50

SB-7 2.0 3.82 0.504.0 3.10 0.502.0 4.24 0.506.0 4.21 0.502.0 3.80 0.502.0 3.93 0.50

SB-8 2.0 3.37 0.502.0 2.76 0.50

SB-9 2.0 2.80 0.504.0 2.89 0.50

SB-10 6.0 0.90 0.50SB-12 6.0 0.58 0.50

4.0 1.50 0.502.0 3.93 0.502.0 3.83 0.50

SB-15 2.0 10.20 0.50

Beams in -Y- directionSB-1 20.0 7.25 0.50

24.0 7.15 0.5030.0 7.30 0.502.0 7.40 0.50

SB-2 2.0 7.30 0.50SB-5 10.0 4.80 0.50

8.0 4.90 0.50SB-6 2.0 6.07 0.50

2.0 4.50 0.506.0 4.10 0.50

SB-7 2.0 3.96 0.504.0 3.14 0.504.0 4.10 0.50

SB-8 10.0 3.40 0.502.0 2.56 0.502.0 5.05 0.502.0 3.30 0.50

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

318.208.037.854.8712.1412.405.506.2022.364.905.813.1013.474.653.826.204.2412.633.803.933.372.762.805.782.701.743.003.933.8310.20

72.5085.80109.507.407.3024.0019.606.074.5012.303.966.288.2017.002.565.053.30

2.0 2.80 0.502.0 3.14 0.50

SB-9 6.0 2.20 0.504.0 2.80 0.50

10.0 2.60 0.502.0 3.14 0.504.0 2.10 0.50

SB-10 2.0 0.75 0.502.0 1.42 0.50

SB-11 4.0 2.80 0.502.0 1.64 0.50

Beams in -inclined- directionSB-1 2.0 9.18 0.50

2.0 8.83 0.5010.0 7.57 0.50

SB-6 2.0 3.70 0.508.0 4.50 0.502.0 5.00 0.502.0 3.07 0.502.0 2.58 0.50

SB-7 2.0 4.52 0.50SB-9 2.0 3.00 0.50SB-13 2.0 5.13 0.50SB-14 2.0 4.90 0.50

2.0 6.42 0.502.0 4.30 0.502.0 6.24 0.50

C-1 12.0 3 0.30 C-2 9.0 2.4 0.30 C-3 3.0 2.4 0.30 C-4 10.0 2 0.30 C-5 9.0 2.8 0.30 C-6 3.0 2.4 0.30 C-7 5.0 2.4 0.30 C-8 2.0 2.4 0.30 C-9 2.0 3.4 0.30 C-10 5.0 7.4 0.30 C-11 4.0 3 0.30 C-12 16.0 2.4 0.30 C-13 4.0 2.4 0.30 C-14 6.0 2.2 0.30 C-15 2.0 1.2 0.30

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2



5.9.1 : Foundations, footings, bases of columns, etc. for concrete up to plinth level. M2

2.803.146.605.6013.003.144.200.751.425.601.64

9.188.8337.853.7018.005.003.072.584.523.005.134.906.424.306.24

1043.15

10.806.482.166.007.562.163.601.442.0411.103.6011.522.883.960.7276.02

398.52

12 D.P.C. WORK:

1.0 234.12 0.30

13

5.28 : Extra for providing richer mixes at all floor levels.

A. STILT PARKING FLOOR:

C-1 12.0 0.30 0.90 2.50 C-2 9.0 0.30 0.60 2.50 C-3 3.0 0.30 0.60 2.50 C-4 10.0 0.30 0.70 2.50 C-5 9.0 0.30 0.80 2.50 C-6 3.0 0.30 0.60 2.50 C-7 5.0 0.30 0.60 2.50 C-8 2.0 0.30 0.60 2.50 C-9 2.0 0.30 1.40 2.50 C-10 5.0 0.30 3.40 2.50 C-11 4.0 0.30 1.20 2.50 C-12 16.0 0.30 0.60 2.50 C-13 4.0 0.30 0.60 2.50 C-14 6.0 0.30 0.70 2.50

b. Windows seal Projection Windows, W-1 21.0 2.00 0.60 0.10 W-2 1.0 3.20 0.60 0.10 W-3 2.0 2.30 0.60 0.10

5.9.21 : Lintels, beams, columns, girders, bressumers and cantilevers with water proof ply 12mm thick (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works)

M2

Providing and laying Damp proof Course 50mm thick with concrete designation M-15 with 20mm nominal size graded stone aggregates (crushed) mechanically mixed.

M2

R.C.C. M: 30, WORK IN SUPER STRUCTURE: ABOVE STILT PARKING FLOOR LEVE = -+0.15 MT. AND UP TO TERRACE LEVEL = + 38.25 MT.

5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.

5.31.2 : All works above plinth level and upto floor V level.

Note : If Excess/ less cement over the specified cement content used is payable/ recoverable separately)

5.28.1 : Providing M-30 grade concrete instead of M-25 grade BMC/RMC.

Note : Cement content considered in M-30 is @ 340 kg/cum)

a. Columns above Stilt Parking Floor level = +0.15MT. and upto Podium floor level = + 3.25 MT. Level M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

3716.26

70.24

8.104.051.355.255.401.352.250.902.1012.753.607.201.803.1554.30

2.520.190.28

Vantilators, V-1 3.0 1.00 0.60 0.10

c. Lintel GFL-1 21.0 2.40 0.20 0.10 GFL-2 1.0 3.60 0.20 0.10 GFL-3 2.0 2.70 0.20 0.10 GFL-4 3.0 1.40 0.20 0.10

d. Wheather shed Windows, W-1 21.0 2.40 0.60 0.10 W-2 1.0 3.60 0.60 0.10 W-3 2.0 2.70 0.60 0.10 Vantilators, V-1 3.0 1.40 0.60 0.10

e. Stilt floor roof Slab BeamsBeams in - X - DirectionSRB-1 1.0 7.40 0.40 0.55

1.0 6.20 0.40 0.55SRB-2 1.0 8.26 0.40 0.45

1.0 7.64 0.40 0.451.0 3.93 0.40 0.451.0 4.87 0.40 0.453.0 5.59 0.40 0.451.0 4.21 0.40 0.452.0 4.49 0.40 0.45

33.0 7.40 0.40 0.451.0 3.83 0.40 0.451.0 3.37 0.40 0.45

SRB-3 1.0 9.69 0.30 0.4530.0 7.40 0.30 0.451.0 5.50 0.30 0.452.0 4.21 0.30 0.451.0 4.90 0.30 0.451.0 5.81 0.30 0.451.0 5.59 0.30 0.452.0 6.70 0.30 0.451.0 6.20 0.30 0.451.0 4.49 0.30 0.451.0 2.15 0.30 0.453.0 7.30 0.30 0.453.0 7.67 0.30 0.45

SRB-4 3.0 0.90 0.40 0.451.0 3.93 0.40 0.45

SRB-5 3.0 3.10 0.30 0.452.0 1.50 0.30 0.451.0 1.27 0.30 0.451.0 4.25 0.30 0.451.0 2.89 0.30 0.45

SRB-6 1.0 3.10 0.20 0.45SRB-7 3.0 0.90 0.20 0.45SRB-8 1.0 6.20 0.20 0.90Beams in - Y - DirectionSRB-1 7.0 7.25 0.40 0.55

1.0 7.40 0.40 0.5512.0 7.15 0.40 0.559.0 7.30 0.40 0.55

SRB-2 4.0 7.30 0.40 0.452.0 4.90 0.40 0.451.0 3.14 0.40 0.451.0 4.10 0.40 0.45

SRB-3 1.0 4.10 0.30 0.452.0 7.30 0.30 0.45

SRB-4 4.0 3.40 0.40 0.451.0 1.64 0.40 0.451.0 2.56 0.40 0.45

M3

M3

M3

M3

M3

M3

M3

M3

M3

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0.183.17

1.010.070.110.081.27

3.020.220.320.253.82

1.631.361.491.380.710.883.020.761.6243.960.690.611.3129.970.741.140.660.780.751.810.840.610.292.963.110.490.711.260.400.170.570.390.280.241.12

11.171.6318.8814.455.261.760.570.740.551.972.450.300.46

1.0 1.75 0.40 0.45SRB-5 1.0 4.50 0.30 0.45

1.0 3.30 0.30 0.453.0 2.20 0.30 0.453.0 3.14 0.30 0.452.0 4.10 0.30 0.452.0 2.80 0.30 0.455.0 2.45 0.30 0.45

SRB-6 2.0 2.10 0.20 0.452.0 2.80 0.20 0.45

SRB-7 1.0 0.90 0.20 0.45SRB-12 2.0 7.25 0.40 1.73Beams in - Inclined - DirectionSRB-2 1.0 8.83 0.40 0.45

2.0 9.18 0.40 0.45SRB-3 2.0 7.57 0.30 0.45SRB-5 1.0 3.00 0.30 0.45

1.0 5.00 0.30 0.451.0 3.08 0.30 0.451.0 2.65 0.40 0.45

Ramp Beam-B-1 1.0 4.60 0.30 0.551.0 2.15 0.30 0.552.0 7.30 0.30 0.551.0 7.25 0.30 0.554.0 7.40 0.30 0.555.0 4.50 0.30 0.551.0 9.88 0.30 0.551.0 8.03 0.30 0.553.0 7.70 0.30 0.551.0 7.57 0.30 0.554.0 1.00 0.30 0.551.0 6.06 0.30 0.551.0 2.70 0.30 0.551.0 4.10 0.30 0.551.0 5.45 0.30 0.55

Ramp Beam-B-2 4.0 4.20 0.30 0.251.0 2.60 0.30 0.25

f. Stilt Floor roof Slab SFRS-1 2.0 8.30 4.00 0.15

23.0 8.00 4.00 0.151.0 8.30 5.25 0.156.0 8.00 3.90 0.158.0 8.00 4.10 0.151.0 4.90 4.95 0.151.0 3.40 3.70 0.151.0 3.40 2.80 0.151.0 4.95 8.00 0.151.0 7.60 4.70 0.151.0 4.95 7.70 0.151.0 4.55 8.00 0.151.0 4.95 2.96 0.152.0 8.00 4.10 0.152.0 8.00 5.20 0.155.0 8.00 4.30 0.151.0 4.15 1.90 0.151.0 2.68 8.00 0.151.0 4.00 6.00 0.151.0 6.00 4.55 0.151.0 4.00 6.50 0.151.0 6.00 3.75 0.151.0 7.75 5.10 0.15

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0.320.610.450.891.271.110.761.650.380.500.0810.01

1.593.302.040.400.670.420.480.760.352.411.204.883.711.631.323.811.250.661.000.450.680.901.260.20

222.24

9.96110.406.5428.0839.363.641.891.435.945.365.725.462.209.8412.4825.801.183.213.604.103.903.385.93

1.0 5.10 3.10 0.151.0 3.51 8.00 0.151.0 4.70 7.45 0.151.0 8.00 8.00 0.151.0 3.90 8.00 0.151.0 7.75 6.80 0.151.0 3.20 3.20 0.152.0 8.00 3.20 0.151.0 8.30 3.20 0.151.0 4.80 8.10 0.151.0 3.13 2.20 0.15

SFRS-2 1.0 3.13 6.05 0.15 SFRS-3 1.0 7.55 7.70 0.25 Ramp Outer Ramp Ramp-1 1.0 9.10 5.30 0.175

1.0 27.15 4.80 0.175 Inner Ramp Ramp-2 1.0 32.10 4.80 0.175

1.0 4.60 3.00 0.175

g. Stilt Floor Stair Case Stair case -1 First flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 2.10 3.30 0.15 Second flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 2.10 3.30 0.15 Stair case -2 First flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 1.90 2.80 0.15 Second flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 1.90 2.80 0.15 Stair case -3 First flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 2.10 3.30 0.15 Second flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 2.10 3.30 0.15

h. Ramp Sloping Slab Outer Ramp Ramp-1 1.0 9.50 4.50 0.175

1.0 27.06 4.50 0.175

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2.374.215.259.604.687.901.547.683.985.831.032.8414.53

8.4422.81

26.962.41

431.46

0.320.681.04

0.320.681.04

0.320.680.80

0.320.680.80

0.320.681.04

0.320.681.0411.76

7.4921.31

Inner Ramp Ramp-2 1.0 27.20 4.50 0.175

1.0 8.54 4.50 0.175

Sloping Beams Ramp Beam-B-1 5.0 7.57 0.30 0.52

1.0 4.20 0.30 0.521.0 3.00 0.30 0.521.0 3.10 0.30 0.521.0 2.28 0.30 0.52

Ramp Beam-B-2 4.0 4.50 0.30 0.23

B. PODIUM FLOOR :

C-1 12.0 0.30 0.90 4.25 C-2 9.0 0.30 0.60 4.25 C-3 3.0 0.30 0.60 4.25 C-4 10.0 0.30 0.70 4.25 C-5 9.0 0.30 0.80 4.25 C-6 3.0 0.30 0.60 4.25 C-7 5.0 0.30 0.60 4.25 C-8 2.0 0.30 0.60 4.25 C-9 2.0 0.30 1.40 4.25 C-10 5.0 0.30 3.40 4.25 C-11 4.0 0.30 1.20 4.25 C-12 16.0 0.30 0.60 4.25 C-13 4.0 0.30 0.60 4.25 C-14 6.0 0.30 0.70 4.25

b. Windows seal Windows, W-1 5.0 2.00 0.60 0.10 W-2 1.0 3.20 0.60 0.10 W-3 0.0 2.30 0.60 0.10 Vantilators, V-1 3.0 1.00 0.60 0.10

c. Lintel FFL-1 5.0 2.40 0.20 0.10 FFL-2 1.0 3.60 0.20 0.10 FFL-3 0.0 2.70 0.20 0.10 FFL-4 3.0 1.40 0.20 0.10


e. Podium floor roof Slab BeamsBeams in - X - DirectionPRB-1 1.0 7.40 0.40 0.55

1.0 6.20 0.40 0.55PRB-2 1.0 8.26 0.40 0.45

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TOTAL R.C.C. WORK UP TO STILT PARKING FLOOR ROOF LEVEL : +3.25 MT. M3

a. Columns above Podium Floor level = +3.25MT. and upto First floor level = + 8.25 MT. Level

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21.426.7356.94

5.960.660.470.490.361.229.16

1416.13

13.776.892.308.939.182.303.831.533.5721.686.1212.243.065.36

100.73

0.600.190.000.180.97

0.240.070.000.080.40

0.720.220.000.251.19

1.631.361.49

1.0 7.64 0.40 0.451.0 3.93 0.40 0.451.0 4.87 0.40 0.453.0 5.59 0.40 0.451.0 6.08 0.40 0.451.0 4.21 0.40 0.452.0 4.49 0.40 0.45

37.0 7.40 0.40 0.451.0 3.83 0.40 0.451.0 3.37 0.40 0.45

PRB-3 1.0 7.20 0.30 0.4531.0 7.40 0.30 0.451.0 5.50 0.30 0.452.0 4.21 0.30 0.452.0 4.90 0.30 0.451.0 5.81 0.30 0.451.0 5.59 0.30 0.452.0 6.70 0.30 0.452.0 6.20 0.30 0.451.0 4.49 0.30 0.45

PRB-4 3.0 0.90 0.40 0.451.0 3.93 0.40 0.45

PRB-5 3.0 3.10 0.30 0.452.0 1.50 0.30 0.451.0 1.27 0.30 0.451.0 4.25 0.30 0.45

PRB-6 1.0 3.10 0.20 0.45PRB-7 3.0 0.90 0.20 0.45PRB-8 1.0 7.25 0.40 0.95PRB-9 1.0 7.40 0.40 0.50

2.0 7.30 0.40 0.50PRB-15 1.0 10.07 0.40 0.35Beams in - Y - DirectionPRB-1 12.0 7.25 0.40 0.45

9.0 7.40 0.40 0.4512.0 7.15 0.40 0.459.0 7.30 0.40 0.45

PRB-2 2.0 7.30 0.40 0.452.0 4.90 0.40 0.451.0 3.14 0.40 0.451.0 4.10 0.40 0.45

PRB-3 2.0 7.30 0.30 0.451.0 4.10 0.30 0.45

PRB-4 4.0 3.40 0.40 0.451.0 1.64 0.40 0.451.0 2.56 0.40 0.451.0 1.75 0.40 0.45

PRB-5 1.0 4.50 0.30 0.451.0 3.30 0.30 0.453.0 2.20 0.30 0.453.0 3.14 0.30 0.452.0 4.10 0.30 0.452.0 2.80 0.30 0.45

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1.380.710.883.021.090.761.6249.280.690.610.9730.970.741.141.320.780.751.811.670.610.490.711.260.400.170.570.280.242.761.482.921.41

15.6611.9915.4411.832.631.760.570.741.970.552.450.300.460.320.610.450.891.271.110.76

PRB-6 2.0 2.10 0.20 0.452.0 2.80 0.20 0.45

PRB-7 1.0 0.90 0.20 0.45Beams in - Inclined - DirectionPRB-2 1.0 8.83 0.40 0.45

2.0 9.18 0.40 0.45PRB-3 5.0 7.57 0.30 0.45PRB-5 1.0 3.00 0.30 0.45

1.0 5.00 0.30 0.451.0 3.08 0.30 0.451.0 2.65 0.30 0.453.0 4.20 0.30 0.45

PRB-9 1.0 5.13 0.40 0.50PRB-10 1.0 4.09 0.30 0.35

1.0 6.43 0.30 0.351.0 4.30 0.30 0.351.0 6.24 0.30 0.35

f. Podium Floor roof Slab FFRS-1 2.0 8.30 4.00 0.15

18.0 8.00 4.00 0.151.0 8.30 5.25 0.156.0 8.00 3.90 0.158.0 8.00 4.10 0.151.0 4.90 4.95 0.151.0 3.40 3.70 0.151.0 3.40 2.80 0.151.0 4.95 8.00 0.151.0 7.60 4.70 0.151.0 4.80 4.55 0.151.0 4.95 7.70 0.152.0 7.55 3.85 0.151.0 4.53 8.00 0.151.0 4.95 2.96 0.152.0 8.00 4.10 0.152.0 8.00 5.20 0.154.0 8.00 4.30 0.152.0 6.80 3.85 0.15

FFRS-2 1.0 4.15 1.90 0.151.0 2.68 8.00 0.154.0 8.00 4.30 0.151.0 7.53 4.30 0.151.0 28.25 4.95 0.151.0 4.00 6.00 0.151.0 6.00 4.55 0.151.0 4.00 6.50 0.151.0 6.00 3.75 0.151.0 3.80 3.55 0.151.0 7.75 5.10 0.151.0 5.10 3.10 0.151.0 8.30 5.20 0.151.0 8.30 4.00 0.151.0 8.30 4.30 0.151.0 3.57 8.30 0.151.0 3.51 8.00 0.151.0 4.70 7.45 0.151.0 8.00 8.00 0.15

10.0 8.00 4.00 0.151.0 3.13 8.00 0.151.0 3.90 8.00 0.15

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0.380.500.08

1.593.305.110.400.670.420.361.701.030.430.680.450.66

207.46

9.9686.406.5428.0839.363.641.891.435.945.363.285.728.725.442.209.8412.4820.647.851.183.2120.644.8520.983.604.103.903.382.025.932.376.474.985.354.454.215.259.6048.003.764.68

g. Podium Floor Stair Case -First stage Stair case -1 First flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 2.10 3.30 0.15 Second flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 2.10 3.30 0.15 Stair case -2 First flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 1.90 2.80 0.15 Second flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 1.90 2.80 0.15 Stair case -3 First flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 2.10 3.30 0.15 Second flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50 0.15 Landing 1.0 2.10 3.30 0.15

g. Podium Floor Stair Case -Second stage Stair case -1 First flight Tread and Riser 8.0 0.02 1.50 Vast slab 1.0 0.34 12.00 0.15 Landing 1.0 2.10 3.30 0.15 Second flight Tread and Riser 8.0 0.02 1.50 Vast slab 1.0 0.34 12.00 0.15 Landing 1.0 2.10 3.30 0.15 Stair case -2 First flight Tread and Riser 8.0 0.02 1.50 Vast slab 1.0 0.34 12.00 0.15 Landing 1.0 1.90 2.80 0.15 Second flight Tread and Riser 8.0 0.02 1.50 Vast slab 1.0 0.34 12.00 0.15 Landing 1.0 1.90 2.80 0.15 Stair case -3 First flight Tread and Riser 8.0 0.02 1.50 Vast slab 1.0 0.34 12.00 0.15 Landing 1.0 2.10 3.30 0.15 Second flight Tread and Riser 8.0 0.02 1.50 Vast slab 1.0 0.34 12.00 0.15 Landing 1.0 2.10 3.30 0.15

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TOTAL R.C.C. WORK UP TO PODIUM FLOOR ROOF LEVEL : +8.25 MT. M3

437.66

0.320.681.04

0.320.681.04

0.320.680.80

0.320.680.80

0.320.681.04

0.320.681.0411.76

0.280.611.04

0.280.611.04

0.280.610.80

0.280.610.80

0.280.611.04

0.280.611.0411.09

771.25

C. FIRST FLOOR :

C-1 12.0 0.30 0.90 3.15 C-2 9.0 0.30 0.60 3.15 C-3 3.0 0.30 0.60 3.15 C-5 9.0 0.30 0.80 3.15 C-6 2.0 0.30 0.60 3.15 C-7 5.0 0.30 0.60 3.15 C-8 1.0 0.30 0.60 3.15 C-9 2.0 0.30 1.40 3.15 C-10 5.0 0.30 3.40 3.15 C-11 4.0 0.30 1.20 3.15 C-12 2.0 0.30 0.60 3.15




e. First floor roof Slab BeamsBeams in - X - DirectionFRB-1 1.0 7.40 0.40 0.55

1.0 6.20 0.40 0.55FRB-2 1.0 3.39 0.40 0.45

30.0 7.40 0.40 0.451.0 4.49 0.40 0.451.0 4.58 0.40 0.45

FRB-3 21.0 7.40 0.30 0.451.0 4.90 0.30 0.451.0 4.21 0.30 0.452.0 6.70 0.30 0.451.0 4.49 0.30 0.451.0 4.58 0.30 0.45

FRB-4 1.0 3.93 0.40 0.45FRB-5 3.0 3.10 0.30 0.45

2.0 1.50 0.30 0.451.0 2.76 0.30 0.451.0 4.24 0.30 0.45

FRB-6 1.0 2.80 0.20 0.45FRB-7 1.0 0.90 0.20 0.45FRB-8 2.0 2.40 0.30 0.55

1.0 5.50 0.30 0.551.0 6.20 0.30 0.55

Beams in - Y - DirectionFRB-1 4.0 7.40 0.40 0.55

11.0 7.25 0.40 0.55

a. Columns above First Floor level = +8.25MT. and upto Second floor level = + 12.00 MT. Level

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10.215.101.706.801.132.840.572.6516.074.541.1352.73

25.508.160.007.6541.31

10.203.060.003.5716.83

0.720.220.000.251.19

1.631.360.6139.960.810.8220.980.660.571.810.610.620.711.260.400.370.570.250.080.790.911.02

6.5117.54

10.0 7.15 0.40 0.553.0 7.30 0.40 0.55

FRB-2 2.0 4.90 0.40 0.451.0 4.21 0.40 0.451.0 7.30 0.40 0.45

FRB-3 3.0 7.30 0.30 0.451.0 4.10 0.30 0.45

FRB-4 1.0 5.50 0.40 0.45FRB-5 1.0 4.50 0.30 0.45

1.0 3.30 0.30 0.452.0 2.50 0.30 0.453.0 3.14 0.30 0.451.0 2.20 0.30 0.453.0 4.10 0.30 0.452.0 2.80 0.30 0.45

FRB-6 1.0 2.10 0.20 0.452.0 2.80 0.20 0.45

FRB-7 1.0 0.90 0.20 0.45Beams in - Inclined - DirectionFRB-3 2.0 8.37 0.30 0.45

f. First Floor roof Slab FFRS-1 4.0 8.30 4.00 0.15

7.0 8.00 4.00 0.154.0 8.00 3.15 0.154.0 8.30 4.30 0.159.0 8.00 4.30 0.151.0 8.30 5.25 0.154.0 8.00 5.05 0.151.0 8.00 3.90 0.151.0 4.90 4.95 0.151.0 3.40 3.70 0.151.0 8.30 3.90 0.153.0 8.00 4.10 0.151.0 8.30 4.10 0.151.0 3.40 2.80 0.152.0 2.85 8.00 0.151.0 7.60 4.70 0.151.0 4.11 4.85 0.151.0 8.40 2.20 0.151.0 4.53 8.30 0.151.0 8.00 5.20 0.151.0 8.30 5.20 0.151.0 4.95 2.96 0.15

FFRS-2 1.0 8.30 4.75 0.151.0 8.30 3.75 0.151.0 3.90 8.30 0.151.0 3.13 8.30 0.15

FFRS-3 1.0 8.67 8.00 0.25

g. First Floor Stair Case Stair case -1 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Stair case -2

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15.734.821.760.761.312.960.550.990.610.450.671.270.301.660.760.190.500.08

2.26

136.15

19.9233.6015.1221.4146.446.5424.244.683.641.894.8614.765.101.436.845.362.992.775.646.246.472.205.914.674.863.9017.34278.81

0.420.910.74

0.420.910.74

First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Stair case -3 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15

D. SECOND FLOOR :

C-1 12.0 0.30 0.90 3.15 C-2 9.0 0.30 0.60 3.15 C-3 3.0 0.30 0.60 3.15 C-5 9.0 0.30 0.80 3.15 C-6 2.0 0.30 0.60 3.15 C-7 5.0 0.30 0.60 3.15 C-8 1.0 0.30 0.60 3.15 C-9 2.0 0.30 1.40 3.15 C-10 5.0 0.30 3.40 3.15 C-11 4.0 0.30 1.20 3.15 C-12 2.0 0.30 0.60 3.15




e. Second floor roof Slab BeamsBeams in - X - DirectionSRB-1 1.0 7.40 0.40 0.55

1.0 6.20 0.40 0.55SRB-2 1.0 3.39 0.40 0.45

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TOTAL R.C.C. WORK UP TO FIRST FLOOR ROOF LEVEL : +12.00 MT. M3

a. Columns above Second Floor level = +12.00MT. and upto Third floor level = + 15.75 MT. Level

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0.420.910.55

0.420.910.55

0.420.910.74

0.420.910.7412.07

539.09

10.215.101.706.801.132.840.572.6516.074.541.1352.73

0.900.290.000.271.46

0.360.110.000.130.59

0.000.000.000.000.00

1.631.360.61

30.0 7.40 0.40 0.451.0 4.49 0.40 0.451.0 4.58 0.40 0.45

SRB-3 21.0 7.40 0.30 0.451.0 4.90 0.30 0.451.0 4.21 0.30 0.452.0 6.70 0.30 0.451.0 4.49 0.30 0.451.0 4.58 0.30 0.45

SRB-4 1.0 3.93 0.40 0.45SRB-5 3.0 3.10 0.30 0.45

2.0 1.50 0.30 0.451.0 2.76 0.30 0.451.0 4.24 0.30 0.45

SRB-6 1.0 2.80 0.20 0.45SRB-7 1.0 0.90 0.20 0.45SRB-8 2.0 2.40 0.30 0.55

1.0 5.50 0.30 0.551.0 6.20 0.30 0.55

Beams in - Y - DirectionSRB-1 4.0 7.40 0.40 0.55

11.0 7.25 0.40 0.5510.0 7.15 0.40 0.553.0 7.30 0.40 0.55

SRB-2 2.0 4.90 0.40 0.451.0 4.21 0.40 0.451.0 7.30 0.40 0.45

SRB-3 3.0 7.30 0.30 0.451.0 4.10 0.30 0.45

SRB-4 1.0 5.50 0.40 0.45SRB-5 1.0 4.50 0.30 0.45

1.0 3.30 0.30 0.452.0 2.50 0.30 0.453.0 3.14 0.30 0.451.0 2.20 0.30 0.453.0 4.10 0.30 0.452.0 2.80 0.30 0.45

SRB-6 1.0 2.10 0.20 0.452.0 2.80 0.20 0.45

SRB-7 1.0 0.90 0.20 0.45Beams in - Inclined - DirectionSRB-3 2.0 8.37 0.30 0.45Extra Beam in - Y - directionSRB-9 1.0 7.30 0.00 0.45

f. Second Floor roof Slab SFRS-1 4.0 8.30 4.00 0.15

5.0 8.00 4.00 0.156.0 8.00 3.15 0.152.0 8.00 5.15 0.154.0 8.30 4.30 0.157.0 8.00 4.30 0.151.0 8.30 5.25 0.154.0 8.00 5.05 0.151.0 8.00 3.90 0.151.0 4.90 4.95 0.151.0 3.40 3.70 0.151.0 8.30 3.90 0.153.0 8.00 4.10 0.151.0 8.30 4.10 0.151.0 3.40 2.80 0.152.0 2.85 8.00 0.151.0 7.60 4.70 0.15

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39.960.810.8220.980.660.571.810.610.620.711.260.400.370.570.250.080.790.911.02

6.5117.5415.734.821.760.761.312.960.550.990.610.450.671.270.301.660.760.190.500.08

2.26

0.00138.49

19.9224.0022.6812.3621.4136.126.5424.244.683.641.894.8614.765.101.436.845.36

1.0 4.11 4.85 0.151.0 8.40 2.20 0.151.0 4.53 8.30 0.151.0 4.95 2.96 0.151.0 8.00 5.20 0.151.0 8.30 5.20 0.15

SFRS-2 1.0 3.13 8.30 0.151.0 8.30 4.75 0.151.0 8.30 3.75 0.151.0 3.90 8.30 0.15

SFRS-3 1.0 7.55 7.70 0.25

g. Second Floor Stair Case Stair case -1 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Stair case -2 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Stair case -3 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15

E. THIRD FLOOR :

C-1 12.0 0.30 0.90 3.15 C-2 9.0 0.30 0.60 3.15 C-3 3.0 0.30 0.60 3.15 C-5 9.0 0.30 0.80 3.15 C-6 2.0 0.30 0.60 3.15 C-7 5.0 0.30 0.60 3.15 C-8 1.0 0.30 0.60 3.15 C-9 2.0 0.30 1.40 3.15 C-10 5.0 0.30 3.40 3.15 C-11 4.0 0.30 1.20 3.15 C-12 2.0 0.30 0.60 3.15

b. Windows seal Windows, W-1 5.0 2.00 0.60 0.15 W-2 1.0 3.20 0.60 0.15

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TOTAL R.C.C. WORK UP TO SECOND FLOOR ROOF LEVEL : +15.75 MT. M3

a. Columns above Third Floor level = +15.75MT. and upto Fourth floor level = + 19.50 MT. Level

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2.992.775.642.206.246.473.905.914.674.8614.53276.00

0.420.910.74

0.420.910.74

0.420.910.55

0.420.910.55

0.420.910.74

0.420.910.7412.07

481.35

10.215.101.706.801.132.840.572.6516.074.541.1352.73

0.900.29

W-3 0.0 2.30 0.60 0.15 Vantilators, V-1 3.0 1.00 0.60 0.15

c. Lintel FFL-1 5.0 2.40 0.20 #REF! FFL-2 1.0 3.60 0.20 #REF! FFL-3 0.0 2.70 0.20 #REF! FFL-4 3.0 1.40 0.20 #REF!


e. Third floor roof Slab BeamsBeams in - X - Direction3RB-1 1.0 7.40 0.40 0.55

1.0 6.20 0.40 0.553RB-2 1.0 3.39 0.40 0.45

30.0 7.40 0.40 0.451.0 4.49 0.40 0.451.0 4.58 0.40 0.45

3RB-3 21.0 7.40 0.30 0.451.0 4.90 0.30 0.451.0 4.21 0.30 0.452.0 6.70 0.30 0.451.0 4.49 0.30 0.451.0 4.58 0.30 0.45

3RB-4 1.0 3.93 0.40 0.453RB-5 3.0 3.10 0.30 0.45

2.0 1.50 0.30 0.451.0 2.76 0.30 0.451.0 4.24 0.30 0.45

3RB-6 1.0 2.80 0.20 0.453RB-7 1.0 0.90 0.20 0.453RB-8 2.0 2.40 0.30 0.55

1.0 5.50 0.30 0.551.0 6.20 0.30 0.55

Beams in - Y - Direction3RB-1 4.0 7.40 0.40 0.55

11.0 7.25 0.40 0.5510.0 7.15 0.40 0.553.0 7.30 0.40 0.55

3RB-2 2.0 4.90 0.40 0.451.0 4.21 0.40 0.451.0 7.30 0.40 0.45

3RB-3 3.0 7.30 0.30 0.451.0 4.10 0.30 0.45

3RB-4 1.0 5.50 0.40 0.453RB-5 1.0 4.50 0.30 0.45

1.0 3.30 0.30 0.452.0 2.50 0.30 0.453.0 3.14 0.30 0.451.0 2.20 0.30 0.453.0 4.10 0.30 0.452.0 2.80 0.30 0.45

3RB-6 1.0 2.10 0.20 0.452.0 2.80 0.20 0.45

3RB-7 1.0 0.90 0.20 0.45Beams in - Inclined - Direction

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0.000.271.46

#REF!#REF!#REF!#REF!#REF!

0.000.000.000.000.00

1.631.360.6139.960.810.8220.980.660.571.810.610.620.711.260.400.370.570.250.080.790.911.02

6.5117.5415.734.821.760.761.312.960.550.990.610.450.671.270.301.660.760.190.500.08

SRB-3 2.0 8.37 0.30 0.45Extra Beam in - Y - directionSRB-9 1.0 7.30 0.00 0.45

f. Third Floor roof Slab 3RS-1 4.0 8.30 4.00 0.15

7.0 8.00 4.00 0.154.0 8.00 3.15 0.154.0 8.30 4.30 0.159.0 8.00 4.30 0.151.0 8.30 5.25 0.154.0 8.00 5.05 0.151.0 8.00 3.90 0.151.0 4.90 4.95 0.151.0 3.40 3.70 0.151.0 8.30 3.90 0.153.0 8.00 4.10 0.151.0 8.30 4.10 0.151.0 3.40 2.80 0.152.0 2.85 8.00 0.151.0 7.60 4.70 0.151.0 4.11 4.85 0.151.0 8.40 2.20 0.151.0 4.53 8.30 0.151.0 4.95 2.96 0.151.0 8.00 5.20 0.151.0 8.30 5.20 0.15

3RS-2 1.0 3.13 8.30 0.151.0 8.30 4.75 0.151.0 8.30 3.75 0.151.0 3.90 8.30 0.15

3RS-3 1.0 7.55 7.70 0.25

g. Third Floor Stair Case Stair case -1 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Stair case -2 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Stair case -3 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15

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2.26

0.00138.49

19.9233.6015.1221.4146.446.5424.244.683.641.894.8614.765.101.436.845.362.992.775.642.206.246.473.905.914.674.8614.53276.00

0.420.910.74

0.420.910.74

0.420.910.55

0.420.910.55

0.420.910.74

0.420.910.7412.07

F. FOURTH FLOOR :

C-1 12.0 0.30 0.90 3.15 C-2 9.0 0.30 0.60 3.15 C-3 3.0 0.30 0.60 3.15 C-5 9.0 0.30 0.80 3.15 C-6 2.0 0.30 0.60 3.15 C-7 5.0 0.30 0.60 3.15 C-8 1.0 0.30 0.60 3.15 C-9 2.0 0.30 1.40 3.15 C-10 5.0 0.30 3.40 3.15 C-11 4.0 0.30 1.20 3.15 C-12 2.0 0.30 0.60 3.15

b. Windows seal Windows, W-1 5.0 2.00 0.60 #REF! W-2 1.0 3.20 0.60 #REF! W-3 0.0 2.30 0.60 #REF! Vantilators, V-1 3.0 1.00 0.60 #REF!

c. Lintel FFL-1 5.0 2.40 0.20 #REF! FFL-2 1.0 3.60 0.20 #REF! FFL-3 0.0 2.70 0.20 #REF! FFL-4 3.0 1.40 0.20 #REF!


e. Fourth floor roof Slab BeamsBeams in - X - Direction4RB-1 1.0 7.40 0.40 0.55

1.0 6.20 0.40 0.554RB-2 1.0 3.39 0.40 0.45

30.0 7.40 0.40 0.451.0 4.49 0.40 0.451.0 4.58 0.40 0.45

4RB-3 21.0 7.40 0.30 0.451.0 4.90 0.30 0.451.0 4.21 0.30 0.452.0 6.70 0.30 0.451.0 4.49 0.30 0.451.0 4.58 0.30 0.452.0 7.20 0.40 0.45

4RB-4 1.0 3.93 0.40 0.454RB-5 3.0 3.10 0.30 0.45

2.0 1.50 0.30 0.451.0 2.76 0.30 0.451.0 4.24 0.30 0.45

4RB-6 1.0 2.80 0.20 0.454RB-7 1.0 0.90 0.20 0.454RB-8 2.0 2.40 0.30 0.55

1.0 5.50 0.30 0.55

TOTAL R.C.C. WORK UP TO THIRD FLOOR ROOF LEVEL : +19.50 MT. M3

a. Columns above Fourth Floor level = +19.50MT. and upto Third floor level = + 23.25 MT. Level

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#REF!

10.215.101.706.801.132.840.572.6516.074.541.1352.73



0.000.000.000.000.00

1.631.360.6139.960.810.8220.980.660.571.810.610.622.590.711.260.400.370.570.250.080.790.91

1.0 6.20 0.30 0.55Beams in - Y - Direction4RB-1 4.0 7.40 0.40 0.55

11.0 7.25 0.40 0.5510.0 7.15 0.40 0.553.0 7.30 0.40 0.55

4RB-2 2.0 4.90 0.40 0.451.0 4.21 0.40 0.451.0 7.30 0.40 0.45

4RB-3 3.0 7.30 0.30 0.451.0 4.10 0.30 0.452.0 7.30 0.40 0.45

4RB-4 1.0 5.50 0.40 0.454RB-5 1.0 4.50 0.30 0.45

1.0 3.30 0.30 0.452.0 2.50 0.30 0.453.0 3.14 0.30 0.451.0 2.20 0.30 0.453.0 4.10 0.30 0.452.0 2.80 0.30 0.45

4RB-6 1.0 2.10 0.20 0.452.0 2.80 0.20 0.45

4RB-7 1.0 0.90 0.20 0.45Beams in - Inclined - Direction4RB-3 2.0 8.37 0.30 0.45Extra Beam in - Y - direction4RB-9 1.0 7.30 0.00 0.00

f. Fourth Floor roof Slab4RS-1 4.0 8.30 4.00 0.15

7.0 8.00 4.00 0.154.0 8.00 3.15 0.154.0 8.30 4.30 0.159.0 8.00 4.30 0.151.0 8.30 5.25 0.154.0 8.00 5.05 0.151.0 8.00 3.90 0.151.0 4.90 4.95 0.151.0 3.40 3.70 0.151.0 8.30 3.90 0.153.0 8.00 4.10 0.151.0 8.30 4.10 0.151.0 3.40 2.80 0.152.0 2.85 8.00 0.151.0 7.60 4.70 0.151.0 4.11 4.85 0.151.0 8.40 2.20 0.151.0 4.53 8.30 0.151.0 8.00 5.20 0.151.0 8.30 5.20 0.151.0 4.95 2.96 0.151.0 7.55 7.70 0.15

4RS-2 1.0 8.30 4.75 0.151.0 8.30 3.75 0.151.0 3.90 8.30 0.151.0 3.13 8.30 0.15

g. Fourth Floor Stair Case Stair case -1 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15

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1.02

6.5117.5415.734.821.760.761.312.960.552.630.990.610.450.671.270.301.660.760.190.500.08

2.26

0.00143.71

19.9233.6015.1221.4146.446.5424.244.683.641.894.8614.765.101.436.845.362.992.775.646.246.472.208.725.914.674.863.90

227.22

0.420.91

Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Stair case -2 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Stair case -3 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15

G. FIFTH FLOOR :

C-1 11.0 0.60 0.90 3.15 C-2 9.0 0.60 0.60 3.15 C-3 3.0 0.60 0.60 3.15 C-5 9.0 0.60 0.80 3.15 C-6 1.0 0.60 0.60 3.15 C-7 4.0 0.60 0.60 3.15 C-8 1.0 0.60 0.60 3.15 C-9 2.0 0.30 1.40 3.15 C-10 5.0 0.30 3.40 3.15 C-11 4.0 0.30 1.20 3.15 C-12 2.0 0.60 0.60 3.15




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TOTAL R.C.C. WORK UP TO FOURTH FLOOR ROOF LEVEL : +23.25 MT. M3

a. Columns above Fifth Floor level = +23.25MT. and upto Sixth floor level = + 27.00 MT. Level

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0.74

0.420.910.74

0.420.910.55

0.420.910.55

0.420.910.74

0.420.910.7412.07

#REF!

18.7110.213.4013.611.134.541.132.6516.064.542.2778.25

0.900.290.000.271.46

0.360.110.000.130.59

0.000.000.000.000.00

e. Fifth floor roof Slab BeamsBeams in - X - Direction5RB-1 1.0 7.40 0.40 0.55

1.0 6.20 0.40 0.555RB-2 1.0 3.39 0.40 0.45

30.0 7.40 0.40 0.451.0 4.49 0.40 0.451.0 4.58 0.40 0.45

5RB-3 21.0 7.40 0.30 0.451.0 4.90 0.30 0.451.0 4.21 0.30 0.452.0 6.70 0.30 0.451.0 4.49 0.30 0.451.0 4.58 0.30 0.452.0 7.20 0.40 0.45

5RB-4 1.0 3.93 0.40 0.455RB-5 3.0 3.10 0.30 0.45

2.0 1.50 0.30 0.451.0 2.76 0.30 0.451.0 4.24 0.30 0.45

5RB-6 1.0 2.80 0.20 0.455RB-7 1.0 0.90 0.20 0.455RB-8 2.0 2.40 0.30 0.55

1.0 5.50 0.30 0.551.0 6.20 0.30 0.55

Beams in - Y - Direction5RB-1 4.0 7.40 0.40 0.55

11.0 7.25 0.40 0.5510.0 7.15 0.40 0.553.0 7.30 0.40 0.55

5RB-2 2.0 4.90 0.40 0.451.0 4.21 0.40 0.451.0 7.30 0.40 0.45

5RB-3 3.0 7.30 0.30 0.451.0 4.10 0.30 0.452.0 7.30 0.40 0.45

5RB-4 1.0 5.50 0.40 0.455RB-5 1.0 4.50 0.30 0.45

1.0 3.30 0.30 0.452.0 2.50 0.30 0.453.0 3.14 0.30 0.451.0 2.20 0.30 0.453.0 4.10 0.30 0.452.0 2.80 0.30 0.45

5RB-6 1.0 2.10 0.20 0.452.0 2.80 0.20 0.45

5RB-7 1.0 0.90 0.20 0.455RB-9 1.0 7.30 0.00 0.55Beams in - Inclined - Direction5RB-3 2.0 8.37 0.30 0.45

f. Fifth Floor roof Slab 5RS-1 4.0 8.30 4.00 0.15

7.0 8.00 4.00 0.154.0 8.00 3.15 0.154.0 8.30 4.30 0.159.0 8.00 4.30 0.151.0 8.30 5.25 0.154.0 8.00 5.05 0.151.0 8.00 3.90 0.151.0 4.90 4.95 0.151.0 3.40 3.70 0.151.0 8.30 3.90 0.153.0 8.00 4.10 0.15

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1.631.360.6139.960.810.8220.980.660.571.810.610.622.590.711.260.400.370.570.250.080.790.911.02

6.5117.5415.734.821.760.761.312.960.552.630.990.610.450.671.270.301.660.760.190.500.080.00

2.26138.26

19.9233.6015.1221.4146.446.5424.244.683.641.894.8614.76

1.0 8.30 4.10 0.151.0 3.40 2.80 0.152.0 2.85 8.00 0.151.0 7.60 4.70 0.151.0 4.11 4.85 0.151.0 8.40 2.20 0.151.0 4.53 8.30 0.151.0 8.00 5.20 0.151.0 8.30 5.20 0.151.0 4.95 2.96 0.151.0 7.55 7.70 0.15

5RS-2 1.0 8.30 4.75 0.151.0 8.30 3.75 0.151.0 3.90 8.30 0.151.0 3.13 8.30 0.15

g. Fifth Floor Stair Case Stair case -1 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Stair case -2 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Stair case -3 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15

H. SIXTH FLOOR :

C-1 11.0 0.60 0.90 3.15 C-2 9.0 0.60 0.60 3.15 C-3 3.0 0.60 0.60 3.15 C-5 9.0 0.60 0.80 3.15 C-6 1.0 0.60 0.60 3.15 C-7 4.0 0.60 0.60 3.15 C-9 2.0 0.30 1.40 3.15 C-10 5.0 0.30 3.40 3.15 C-11 4.0 0.30 1.20 3.15 C-12 2.0 0.60 0.60 3.15

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TOTAL R.C.C. WORK UP TO FIFTH FLOOR ROOF LEVEL : +27.00 MT. M3

a. Columns above Sixthth Floor level = +27.00MT. and upto Seventh floor level = + 30.75 MT. Level

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5.101.436.845.362.992.775.646.246.472.208.725.914.674.863.90

270.19

0.420.910.74

0.420.910.74

0.420.910.55

0.420.910.55

0.420.910.74

0.420.910.7412.07

500.82

18.7110.213.4013.611.134.542.6516.064.542.2777.11




e. Sixth floor roof Slab BeamsBeams in - X - DirectionSRB-1 1.0 7.40 0.40 0.45

1.0 6.20 0.40 0.45SRB-2 1.0 3.37 0.40 0.45

27.0 7.40 0.40 0.452.0 4.49 0.40 0.451.0 4.21 0.40 0.45

SRB-3 20.0 7.40 0.30 0.452.0 4.21 0.30 0.451.0 5.59 0.30 0.451.0 5.81 0.30 0.452.0 6.20 0.30 0.453.0 6.70 0.30 0.451.0 4.49 0.30 0.451.0 5.50 0.30 0.45

SRB-4 1.0 3.93 0.40 0.45SRB-5 2.0 1.50 0.30 0.45

3.0 3.10 0.30 0.451.0 2.76 0.30 0.451.0 4.24 0.30 0.451.0 2.89 0.30 0.45

SRB-6 1.0 3.10 0.20 0.45SRB7 2.0 0.90 0.20 0.45Beams in - Y - DirectionSRB-1 12.0 7.25 0.40 0.45

12.0 7.15 0.40 0.457.0 7.30 0.40 0.45

SRB-2 2.0 7.30 0.40 0.45SRB-3 3.0 7.30 0.30 0.45

1.0 4.10 0.30 0.45SRB-4SRB-5 1.0 3.30 0.30 0.45

3.0 2.20 0.30 0.453.0 3.14 0.30 0.452.0 4.10 0.30 0.452.0 2.80 0.30 0.451.0 4.50 0.30 0.45

SRB-6 2.0 2.10 0.20 0.452.0 2.80 0.20 0.45

f. Sixth Floor roof Slab SFRS-1 1.0 41.60 52.60 0.15

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M3

0.900.290.000.271.46

0.360.110.000.130.59

0.000.000.000.000.00

1.331.120.6135.961.620.7619.981.140.750.781.672.710.610.740.710.401.260.370.570.390.280.16

15.6615.449.202.632.960.55

0.450.891.271.110.760.610.380.50

126.33

328.22

SFRS-2 1.0 5.55 19.75 0.15 SFRS-3 1.0 11.10 4.26 0.15 SFRS-4 1.0 15.00 28.60 0.15 SFRS-5 1.0 9.43 24.60 0.15 SFRS-6 1.0 2.86 5.10 0.15Deduction SFRS-7 1.0 14.30 4.00 0.15 SFRS-8 1.0 1.50 3.93 0.15 Main Lift cut slab : SFRS-9 3.0 2.10 2.80 0.15 Service Lift cut Slab : SFRS-10 1.0 2.80 2.20 0.15 Press Shaft : SFRS-11 1.0 1.00 1.60 0.15 SFRS-12 1.0 1.10 2.15 0.15 SFRS-13 1.0 1.30 3.30 0.15 Seen below : SFRS-14 1.0 5.50 7.60 0.15 Stair case-1 : SFRS-15 1.0 6.60 3.30 0.15 Stair case-2 : SFRS-16 1.0 5.90 2.80 0.15 Stair case-3 : SFRS-17 1.0 6.60 3.30 0.15 Open Court : SFRB-18 1.0 18.20 15.80 0.15 Terrace : SFRB-19 1.0 15.80 13.30 0.15

g. Sixth Floor Stair Case Stair case -1 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Stair case -2 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Stair case -3 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15

I. SEVENTH FLOOR :

C-1 9.0 0.60 0.90 3.15 C-2 9.0 0.60 0.60 3.15 C-3 3.0 0.60 0.60 3.15 C-5 4.0 0.60 0.80 3.15 C-6 1.0 0.60 0.60 3.15 C-7 1.0 0.60 0.60 3.15 C-9 2.0 0.30 1.40 3.15 C-10 5.0 0.30 3.40 3.15

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TOTAL R.C.C. WORK UP TO SIXTH FLOOR ROOF LEVEL : +30.75 MT. M3

a. Columns above Seventh Floor level = +30.75MT. and upto Third floor level = + 34.50 MT. Level

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M3

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M3

M3

M3

M3

16.447.0964.3534.782.19

-8.58-0.88-2.65-0.92-0.24-0.35-0.64-6.27-3.27-2.48-3.27

-43.13-31.52348.87

0.420.910.74

0.420.910.74

0.420.910.55

0.420.910.55

0.420.910.74

0.420.910.7412.07

566.43

15.3110.213.406.051.131.132.6516.06

C-11 4.0 0.30 1.20 3.15 C-12 2.0 0.60 0.60 3.15




e. Seventh floor roof Slab BeamBeams in - X - DirectionSRB-1 1.0 7.40 0.40 0.45

1.0 6.20 0.40 0.45SRB-2 1.0 3.37 0.40 0.45

21.0 7.40 0.40 0.452.0 4.49 0.40 0.451.0 4.21 0.40 0.45

SRB-3 16.0 7.40 0.30 0.452.0 4.21 0.30 0.451.0 5.59 0.30 0.451.0 5.81 0.30 0.452.0 6.20 0.30 0.453.0 6.70 0.30 0.451.0 4.49 0.30 0.451.0 5.50 0.30 0.45

SRB-5 2.0 1.50 0.30 0.453.0 3.10 0.30 0.451.0 2.76 0.30 0.451.0 4.24 0.30 0.451.0 2.89 0.30 0.45


5.0 7.15 0.40 0.457.0 7.30 0.40 0.45

SRB-2 2.0 7.30 0.40 0.45SRB-3 3.0 7.30 0.30 0.45

1.0 4.10 0.30 0.45SRB-4SRB-5 1.0 3.30 0.30 0.45

3.0 2.20 0.30 0.453.0 3.14 0.30 0.452.0 4.10 0.30 0.452.0 2.80 0.30 0.451.0 4.50 0.30 0.45

SRB-6 2.0 2.10 0.20 0.452.0 2.80 0.20 0.45

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4.542.2762.75

0.900.290.000.271.46

0.360.110.000.130.59

0.000.000.000.000.00

1.331.120.6127.971.620.7615.981.140.750.781.672.710.610.740.401.260.370.570.390.280.16

15.666.449.202.632.960.55

0.450.891.271.110.760.610.380.50

f. Seventh Floor roof Slab SFRS-1 1.0 41.60 52.60 0.15 SFRS-2 1.0 5.55 19.75 0.15 SFRS-3 1.0 11.10 4.26 0.15 SFRS-4 1.0 15.00 28.60 0.15 SFRS-5 1.0 9.43 24.60 0.15 SFRS-6 1.0 2.86 5.10 0.15Deduction SFRS-7 1.0 14.30 4.00 0.15 SFRS-8 1.0 1.50 3.93 0.15 Main Lift cut slab : SFRS-9 3.0 2.10 2.80 0.15 Service Lift cut Slab : SFRS-10 1.0 2.80 2.20 0.15 Press Shaft : SFRS-11 1.0 1.00 1.60 0.15 SFRS-12 1.0 1.10 2.15 0.15 SFRS-13 1.0 1.30 3.30 0.15 Seen below : SFRS-14 1.0 5.50 7.60 0.15 Stair case-1 : SFRS-15 1.0 6.60 3.30 0.15 Stair case-2 : SFRS-16 1.0 5.90 2.80 0.15 Stair case-3 : SFRS-17 1.0 6.60 3.30 0.15 Open Court : SFRB-18 1.0 18.20 15.80 0.15 Terrace : SFRB-19 1.0 15.80 13.30 0.15 Terrace : SFRB-20 1.0 16.50 16.60 0.15 Terrace : SFRB-21 1.0 4.53 8.00 0.15

g. Seventh Floor Stair Case Stair case -1 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Stair case -2 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Stair case -3 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15

J. EIGHTH FLOOR :

C-1 9.0 0.60 0.90 3.15

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TOTAL R.C.C. WORK UP TO SEVENTH FLOOR ROOF LEVEL : +34.50 MT. M3

a. Columns above Eighth Floor level = +34.50MT. and upto Terrace level = + 38.25 MT. Level

M3

104.63

328.2216.447.0964.3534.782.19

-8.58-0.88-2.65-0.92-0.24-0.35-0.64-6.27-3.27-2.48-3.27

-43.13-31.52-41.09-5.44

302.34

0.420.910.74

0.420.910.74

0.420.910.55

0.420.910.55

0.420.910.74

0.420.910.7412.07

483.84

15.31

C-2 9.0 0.60 0.60 3.15 C-3 3.0 0.60 0.60 3.15 C-5 4.0 0.60 0.80 3.15 C-6 1.0 0.60 0.60 3.15 C-7 1.0 0.60 0.60 3.15 C-9 2.0 0.30 1.40 3.15 C-10 5.0 0.30 3.40 3.15 C-11 4.0 0.30 1.20 3.15 C-12 2.0 0.60 0.60 3.15




e. Eighth floor roof Slab BeamBeams in - X - DirectionSRB-1 1.0 7.40 0.40 0.45

1.0 6.20 0.40 0.45SRB-2 1.0 3.37 0.40 0.45

21.0 7.40 0.40 0.452.0 4.49 0.40 0.451.0 4.21 0.40 0.45

SRB-3 16.0 7.40 0.30 0.452.0 4.21 0.30 0.451.0 5.59 0.30 0.451.0 5.81 0.30 0.452.0 6.20 0.30 0.453.0 6.70 0.30 0.451.0 4.49 0.30 0.451.0 5.50 0.30 0.45

SRB-5 2.0 1.50 0.30 0.453.0 3.10 0.30 0.451.0 2.76 0.30 0.451.0 4.24 0.30 0.451.0 2.89 0.30 0.45


5.0 7.15 0.40 0.457.0 7.30 0.40 0.45

SRB-2 2.0 7.30 0.40 0.45SRB-3 3.0 7.30 0.30 0.45

1.0 4.10 0.30 0.45SRB-4SRB-5 1.0 3.30 0.30 0.45

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M3

M3

M3

M3

10.213.406.051.131.132.6516.064.542.2762.75

0.900.290.000.271.46

0.360.110.000.130.59

0.000.000.000.000.00

1.331.120.6127.971.620.7615.981.140.750.781.672.710.610.740.401.260.370.570.390.280.16

15.666.449.202.632.960.55

0.45

3.0 2.20 0.30 0.453.0 3.14 0.30 0.452.0 4.10 0.30 0.452.0 2.80 0.30 0.451.0 4.50 0.30 0.45

SRB-6 2.0 2.10 0.20 0.452.0 2.80 0.20 0.45

f. Eighth Floor roof Slab SFRS-1 1.0 41.60 52.60 0.15 SFRS-2 1.0 5.55 19.75 0.15 SFRS-3 1.0 11.10 4.26 0.15 SFRS-4 1.0 15.00 28.60 0.15 SFRS-5 1.0 9.43 24.60 0.15 SFRS-6 1.0 2.86 5.10 0.15Deduction SFRS-7 1.0 14.30 4.00 0.15 SFRS-8 1.0 1.50 3.93 0.15 Main Lift cut slab : SFRS-9 3.0 2.10 2.80 0.15 Service Lift cut Slab : SFRS-10 1.0 2.80 2.20 0.15 Press Shaft : SFRS-11 1.0 1.00 1.60 0.15 SFRS-12 1.0 1.10 2.15 0.15 SFRS-13 1.0 1.30 3.30 0.15 Seen below : SFRS-14 1.0 5.50 7.60 0.15 Stair case-1 : SFRS-15 1.0 6.60 3.30 0.15 Stair case-2 : SFRS-16 1.0 5.90 2.80 0.15 Stair case-3 : SFRS-17 1.0 6.60 3.30 0.15 Open Court : SFRB-18 1.0 18.20 15.80 0.15 Terrace : SFRB-19 1.0 15.80 13.30 0.15 Terrace : SFRB-20 1.0 16.50 16.60 0.15 Terrace : SFRB-21 1.0 4.53 8.00 0.15

g. Eighth Floor Stair Case Stair case -1 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Stair case -2 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.30 2.80 0.15 Stair case -3 First flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15 Second flight Tread and Riser 12.0 0.02 1.50 Vast slab 1.0 0.34 18.00 0.15 Landing 1.0 1.50 3.30 0.15

M3

M3

M3

M3

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M3

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M3

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M3

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M3

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M3

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M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

0.891.271.110.760.610.380.50

104.63

328.2216.447.0964.3534.782.19

-8.58-0.88-2.65-0.92-0.24-0.35-0.64-6.27-3.27-2.48-3.27

-43.13-31.52-41.09-5.44

302.34

0.420.910.74

0.420.910.74

0.420.910.55

0.420.910.55

0.420.910.74

0.420.910.7412.07

TOTAL R.C.C. M:30EXTRA FOR R.C.C.

At sixth floor level C-6 1.0 0.60 0.60 1.20 C-7 1.0 0.60 0.60 1.20 C-8 1.0 0.60 0.60 1.20 At seventh floor level C-1 1.0 0.60 0.90 1.20 C-5 5.0 0.60 0.80 1.20 C-7 3.0 0.60 0.60 1.20 At Eighth floor roof level (Terrace Level) C-1 1.0 0.60 0.90 1.20 C-2 8.0 0.60 0.60 1.20 C-3 3.0 0.60 0.60 1.20 C-5 3.0 0.60 0.80 1.20 C-6 1.0 0.60 0.60 1.20 C-12 2.0 0.60 0.60 1.20

Stair case & Lift room columns C-5 1.0 0.60 0.80 3.00 C-7 1.0 0.60 0.60 3.00 C-9 2.0 0.30 1.40 3.00 C-10 5.0 0.30 3.40 3.00 C-11 4.0 0.30 1.20 3.00

Stair case & Lift room Beams Beams in X- Direction TB-3 2.0 6.70 0.30 0.45

1.0 6.20 0.30 0.451.0 4.90 0.30 0.45

TB-5 2.0 3.20 0.30 0.45 TB-8 1.0 5.50 0.30 0.55

1.0 6.20 0.30 0.55 Beams in Y- Direction TB-1 1.0 7.30 0.40 0.55 TB-5 3.0 3.30 0.30 0.45

2.0 2.20 0.30 0.451.0 2.80 0.30 0.45

TB-6 2.0 0.30 0.20 0.45

Stair case & Lift room Slab S-1 1.0 7.00 3.90 0.15

1.0 6.80 3.90 0.151.0 6.40 3.40 0.15

b. Windows seal, Stair case Tower W-3 2.0 1.80 0.20 0.10 W-4 2.0 1.60 0.20 0.10 W-5 2.0 1.60 0.20 0.10

TOTAL R.C.C. WORK UP TO EIGHT FLOOR ROOF LEVEL : +38.25 MT. M3

M3

M3

K. STAIR CASE TOWER & LIFT MACHINE ROOM AT TERRACE LEVEL:

a. Columns above Terrace Floor and upto Parapet wall, 1.2 MT ht.

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

483.84#REF!#REF!

0.430.430.43

0.652.881.30

0.653.461.301.730.430.86

1.441.082.5215.304.32

1.810.840.660.860.911.02

1.611.340.590.380.05

4.103.983.26

0.070.060.0660.81

TOTAL TERRACE LEVEL R.C.C. M:30

EXTRA FOR TERRACE LEVEL R.C.C.

12 SHUTTERING AND SCAFOLDING WORK:ABOVE PLINTH LEVEL

A. STILT PARKING FLOOR:A12.1

C-1 12.0 2.40 2.50 C-2 9.0 1.80 2.50 C-3 3.0 1.80 2.50 C-4 10.0 2.00 2.50 C-5 9.0 2.20 2.50 C-6 3.0 1.80 2.50 C-7 5.0 1.80 2.50 C-8 2.0 1.80 2.50 C-9 2.0 3.40 2.50 C-10 5.0 7.40 2.50 C-11 4.0 3.00 2.50 C-12 16.0 1.80 2.50 C-13 4.0 1.80 2.50 C-14 6.0 2.00 2.50

Total

A12.2

b. Windows seal Projection Windows, W-1 42.0 2.00 0.10 W-2 2.0 3.20 0.10 W-3 4.0 2.30 0.10 Vantilators, V-1 6.0 1.00 0.10

c. Lintel GFL-1 42.0 2.40 0.10 GFL-2 2.0 3.60 0.10 GFL-3 4.0 2.70 0.10 GFL-4 6.0 1.40 0.10

d. Wheather shed Windows, W-1 21.0 2.40 0.60 Sides 21.0 1.20 0.10 W-2 1.0 3.60 0.60 Sides 1.0 1.20 0.10 W-3 2.0 2.70 0.60 Sides 2.0 1.20 0.10

M3

M3

Centering and Shuttering i/c Shutering, propping etc. & removal of formwork for:

5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts.a. Columns above Stilt Parking Floor level = +0.15MT. and upto Podium floor level = + 3.25 MT. Level


5.9.5 : Lintels, beams, girders, bressumers and cantilevers.

M2 M2 M2 M2 M2

M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2

60.81

60.81

72.0040.5013.5050.0049.5013.5022.509.0017.0092.5030.0072.0018.0030.00530.00530.00

8.400.640.920.6010.56

10.080.721.080.8412.72

30.242.522.160.123.240.24

Vantilators, V-1 3.0 1.40 0.60 Sides 3.0 1.20 0.10

e. Stilt floor roof Slab BeamsBeams in - X - DirectionSRB-1 2.0 7.40 0.550 2.0 6.20 0.55SRB-2 2.0 8.26 0.450 2.0 7.64 0.450 2.0 3.93 0.450 2.0 4.87 0.450 6.0 5.59 0.450 2.0 4.21 0.450 4.0 4.49 0.450 66.0 7.40 0.450 2.0 3.83 0.450 2.0 3.37 0.45SRB-3 2.0 9.69 0.450 60.0 7.40 0.450 2.0 5.50 0.450 4.0 4.21 0.450 2.0 4.90 0.450 2.0 5.81 0.450 2.0 5.59 0.450 4.0 6.70 0.450 2.0 6.20 0.450 2.0 4.49 0.450 2.0 2.15 0.45SRB-4 6.0 0.90 0.450 2.0 3.93 0.45SRB-5 6.0 3.10 0.450 4.0 1.50 0.450 2.0 1.27 0.450 2.0 4.25 0.450 2.0 2.89 0.45SRB-6 2.0 3.10 0.45SRB-7 6.0 0.90 0.45SRB-8 2.0 6.20 0.90Beams in - Y - DirectionSRB-1 14.0 7.25 0.550 2.0 7.40 0.550 24.0 7.15 0.550 18.0 7.30 0.55SRB-2 8.0 7.30 0.450 4.0 4.90 0.450 2.0 3.14 0.450 2.0 4.10 0.45SRB-3 2.0 4.10 0.450 4.0 7.30 0.45SRB-4 8.0 3.40 0.450 2.0 1.64 0.45

M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

2.520.3641.40

8.146.827.436.883.544.3815.093.798.08

219.783.453.038.72

199.804.957.584.415.235.0312.065.584.041.932.433.548.372.701.143.822.602.792.4311.16

55.828.1494.3872.2726.288.822.833.693.6913.1412.241.48

0 2.0 2.56 0.450 2.0 1.75 0.45SRB-5 2.0 4.50 0.450 2.0 3.30 0.450 6.0 2.20 0.450 6.0 3.14 0.450 4.0 4.10 0.450 4.0 2.80 0.450 10.0 2.45 0.45SRB-6 4.0 2.10 0.450 4.0 2.80 0.45SRB-7 2.0 0.90 0.45SRB-12 4.0 7.25 1.73Beams in - Inclined - DirectionSRB-2 2.0 8.83 0.450 4.0 9.18 0.45SRB-3 4.0 7.57 0.45SRB-5 2.0 3.00 0.450 2.0 5.00 0.450 2.0 3.08 0.450 2.0 2.65 0.45Ramp Beam-B-1 2.0 4.60 0.550 2.0 2.15 0.550 4.0 7.30 0.550 2.0 7.25 0.550 8.0 7.40 0.55Ramp Beam-B-2 8.0 4.20 0.25

Total

A12.3

f. Stilt Floor roof Slab SFRS-1 2.0 8.30 4.000 23.0 8.00 4.000 1.0 8.30 5.250 6.0 8.00 3.900 8.0 8.00 4.100 1.0 4.90 4.9500 1.0 3.40 2.800 1.0 4.95 8.000 1.0 7.60 4.700 1.0 4.95 7.700 1.0 4.55 8.000 1.0 4.95 2.960 2.0 8.00 4.100 2.0 8.00 5.200 5.0 8.00 4.30 SFRS-2 1.0 3.13 6.05 SFRS-3 1.0 7.55 7.70 Ramp

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

5.9.3 : Suspended floors, roofs, landings, balconies and access platform.

M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

2.301.574.052.975.948.487.385.0411.023.785.040.8150.03

7.9516.5213.632.704.502.772.395.062.3616.067.9732.568.40

1124.801189.48

66.40736.0043.58187.20262.4024.26

-9.52-39.60-35.72-38.12-36.40-14.65-65.60-83.20-172.00-18.94-58.14

Outer Ramp Ramp-1 1.0 9.10 5.300 1.0 27.15 4.80 Inner Ramp 0.0 0.00 0.00 Ramp-2 1.0 32.10 4.800 1.0 4.60 3.000

f-1. Ground Floor roof Slab side SFRS-1 2.0 24.60 0.150 23.0 24.00 0.150 1.0 27.10 0.150 6.0 23.80 0.150 8.0 24.20 0.150 1.0 19.70 0.1500 1.0 12.40 0.150 1.0 25.90 0.150 1.0 24.60 0.150 1.0 25.30 0.150 1.0 25.10 0.150 1.0 15.82 0.150 2.0 24.20 0.150 2.0 26.40 0.150 5.0 24.60 0.15 SFRS-2 1.0 18.36 0.15 SFRS-3 1.0 30.50 0.25 Ramp Outer Ramp Ramp-1 1.0 28.80 0.180 1.0 63.90 0.18 Inner Ramp 0.0 0.00 0.00 Ramp-2 1.0 73.80 0.180 1.0 15.20 0.180

Total

A12.4

g. Stilt Floor Stair Case Stair case -1 First flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50

2.0 0.34 3.20 Landing 1.0 2.10 3.30 Second flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50

2.0 0.34 3.20 Landing 1.0 2.10 3.30 Stair case -2 First flight

M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2

5.9.7 : Stairs, (excluding landings) except spiral-staircases.

M2 M2 M2 M2

M2 M2 M2 M2

-48.23-130.32

0.00-154.08-13.80401.52

7.3882.804.0721.4229.042.96

-1.86-3.89-3.69-3.80-3.77-2.37-7.26-7.92

-18.45-2.75-7.63

-5.04-11.180.00

-12.92-2.6652.49454.01

0.324.562.166.93

0.324.562.166.93

Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50


2.0 0.34 3.20 Landing 1.0 1.90 2.80 Stair case -3 First flight Tread and Riser 9.0 0.02 1.50 Vast slab 1.0 0.34 13.50


2.0 0.34 3.20 Landing 1.0 2.10 3.30

h. Ramp Sloping Slab Outer Ramp Ramp-1 1.0 9.50 4.500 1.0 27.06 4.50 Inner Ramp Ramp-2 1.0 27.20 4.500 1.0 8.54 4.5000 Sloping Beams Ramp Beam-B-1 10.0 7.57 0.520 2.0 4.20 0.520 2.0 3.00 0.520 2.0 3.10 0.520 2.0 2.28 0.52 Ramp Beam-B-2 8.0 4.50 0.23

Total

B. PODIUM FLOOR :B12.5

M2 M2 M2 M2

M2 M2 M2 M2

M2 M2 M2 M2

M2 M2 M2 M2 M2

M2 M2

M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2

5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts. M2 5.9.5 : Lintels, beams, girders, bressumers and cantilevers. M2 5.9.3 : Suspended floors, roofs, landings, balconies and access platform. M2 5.9.7 : Stairs, (excluding landings) except spiral-staircases. M2

5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts.

0.324.562.165.32

0.324.562.165.32

0.324.562.166.93

0.324.562.166.9380.63

42.77121.79

122.4038.43325.40

39.744.413.153.252.398.1061.05467.08

530.00

1189.48

454.01

428.72

C-1 12.0 2.40 4.25 C-2 9.0 1.80 4.25 C-3 3.0 1.80 4.25 C-4 10.0 2.00 4.25 C-5 9.0 2.20 4.25 C-6 3.0 1.80 4.25 C-8 2.0 1.80 4.25 C-9 2.0 3.40 4.25 C-10 5.0 7.40 4.25 C-11 4.0 3.00 4.25 C-12 16.0 1.80 4.25 C-13 4.0 1.80 4.25 C-14 6.0 2.00 4.25

b. Windows seal Windows, W-1 10.0 2.00 0.10 W-2 2.0 3.20 0.10 W-3 0.0 2.30 0.10 Vantilators, V-1 6.0 1.00 0.10

c. Lintel FFL-1 10.0 2.40 0.10 FFL-2 2.0 3.60 0.10 FFL-3 0.0 2.70 0.10 FFL-4 6.0 1.40 0.10

d. Wheather shed Windows, W-1 5.0 2.40 0.60 Sides 5.0 1.20 0.10 W-2 1.0 3.60 0.60 Sides 1.0 1.20 0.10 W-3 0.0 2.70 0.60 Sides 0.0 1.20 0.10 Vantilators, V-1 3.0 1.40 0.60 Sides 3.0 1.20 0.10

e. Podium floor roof Slab BeamsBeams in - X - DirectionPRB-1 2.0 7.40 0.550 2.0 6.20 0.55PRB-2 2.0 8.26 0.450 2.0 7.64 0.450 2.0 3.93 0.450 2.0 4.87 0.450 6.0 5.59 0.450 2.0 6.08 0.450 2.0 4.21 0.450 4.0 4.49 0.45


M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2

M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

122.4068.8522.9585.0084.1522.9515.3028.90157.2551.00122.4030.6051.00607.75

2.000.640.000.603.24

2.400.720.000.843.96

7.200.602.160.120.000.002.520.3612.96

8.146.827.436.883.544.3815.095.473.798.08

0 74.0 7.40 0.450 2.0 3.83 0.45PRB-3 2.0 7.20 0.450 62.0 7.40 0.450 2.0 5.50 0.450 4.0 4.21 0.450 4.0 4.90 0.450 2.0 5.81 0.450 2.0 5.59 0.450 4.0 6.70 0.45PRB-4 6.0 0.90 0.450 2.0 3.93 0.45PRB-5 6.0 3.10 0.450 4.0 1.50 0.450 2.0 1.27 0.450 2.0 4.25 0.45#REF! #REF! #REF! #REF!PRB-6 2.0 3.10 0.45PRB-7 6.0 0.90 0.45Beams in - Y - DirectionPRB-1 24.0 7.25 0.450 18.0 7.40 0.450 24.0 7.15 0.450 18.0 7.30 0.45PRB-2 4.0 7.30 0.450 4.0 4.90 0.45PRB-3 4.0 7.30 0.450 2.0 4.10 0.45PRB-4 8.0 3.40 0.450 2.0 1.64 0.450 2.0 2.56 0.450 2.0 1.75 0.45PRB-5 2.0 4.50 0.450 2.0 3.30 0.450 6.0 2.20 0.450 6.0 3.14 0.450 4.0 4.10 0.450 4.0 2.80 0.45PRB-6 4.0 2.10 0.450 4.0 2.80 0.45PRB-7 2.0 0.90 0.45Beams in - Inclined - DirectionPRB-2 2.0 8.83 0.45PRB-3 10.0 7.57 0.45PRB-5 2.0 3.00 0.45PRB-9 2.0 5.13 0.50PRB-10 2.0 4.09 0.350 2.0 6.43 0.350 0.0 0.00 0.000 0.0 0.00 0.00

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2

246.423.456.48

206.464.957.588.825.235.0312.062.433.548.372.701.143.82

#REF!2.792.43

78.3059.9477.2259.1313.148.8213.143.6912.241.482.301.574.052.975.948.487.385.043.785.040.81

7.9534.072.705.132.864.500.000.00

316.05

f. Podium Floor roof Slab FFRS-1 2.0 8.30 4.00 FFRS-2 1.0 4.15 1.90

f-1. First Floor roof Slab side FFRS-1 2.0 24.60 0.15 FFRS-2 1.0 12.10 0.15

TOTAL F.F. R.C.C. M:30, GENERAL SHUTTERING

C-6 1.0 2.40 1.20 C-7 1.0 2.40 1.20b. Windows seal, Stair case Tower W-3 4.0 1.80 0.10 W-4 4.0 1.60 0.10#REF!#REF! #REF! #REF! #REF!d. Tower roof Slab side

#REF! #REF! #REF!TOTAL S.F.

13 REINFORCEMENT:

REINFORCEMENT UPTO PLINTH LEVEL:(i). REINFORCEMENT AS PER;

a. Plinth Slab 8MM Dia bars @ 200MM C/C Both ways

PS-1 Parallel to Short span 1.0 44.36 264.00 0.39 Kg Parallel to Long span 1.0 53.92 190.59 0.39 Kg PS-2 Parallel to Short span 1.0 7.17 99.75 0.39 Kg

Parallel to Long span 1.0 20.71 27.86 0.39 Kg

PS-3 Parallel to Short span 2.0 12.06 22.30 0.39 Kg




M2 M2 M2

M2 M2 M2

M2

TOTAL F.F. R.C.C. M:30, WHEATHER SHED SHUTTERING M2

K. STAIR CASE TOWER & LIFT MACHINE ROOM AT TERRACE LEVEL:a. Columns above Terrace Floor and upto Parapet wall, 1.2 MT ht.

M2 M2

M2 M2

M2

M2 M2

Cold twisted steel and hot rolled deformed steel reinforcement for RCC work i/c cutting, bending, binding & placing in position complete i/c cost of binding wires.

R.C.C. WORK- M:30 UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL): + 0.15MT5.28 : Extra for providing richer mixes at all floor levels.

66.407.8974.29

7.381.829.20

1011.24

20.16

2.882.88

0.720.64

#REF!

#REF!#REF!

4567.31

4007.90

278.93

225.03

209.77

210.97

1735.73

1752.32





Parallel to Short span 1.0 15.00 20.50 0.39 Kg


0 Parallel to Short span 1.0 2.76 23.46 0.39 Kg


Parallel to Short span #REF! #REF! #REF! 0.39 Kg

Parallel to Long span #REF! #REF! #REF! 0.39 Kg

#REF! Parallel to Short span #REF! #REF! #REF! 0.39 Kg

Parallel to Long span #REF! #REF! #REF! 0.62 Kg

0 8MM Dia bars @ 200MM C/C Both ways

Parallel to Short span 1.0 2.80 13.00 0.39 Kg Parallel to Long span 1.0 3.40 11.10 0.39 Kg

Total Kg#REF! Kg

(ii). REINFORCEMENT AS PER;#REF!a. Footings Main building#REF! F-1 6.0 7.60 47.66 0.89 Kg

6.0 7.60 48.00 0.89 Kg6.0 7.60 47.66 0.62 Kg6.0 7.60 48.00 0.62 Kg

F-2 1.0 7.00 44.00 0.89 Kg1.0 7.00 44.00 0.89 Kg1.0 7.00 44.00 0.62 Kg1.0 7.00 44.00 0.62 Kg

F-3 1.0 6.50 49.20 0.89 Kg1.0 6.50 48.80 0.89 Kg1.0 6.50 49.20 0.62 Kg1.0 6.50 48.80 0.62 Kg

F-4 3.0 6.20 36.87 0.62 Kg3.0 6.20 36.62 0.62 Kg3.0 6.20 29.50 0.62 Kg3.0 6.20 36.00 0.62 Kg

F-5 12.0 5.80 34.38 0.62 Kg12.0 5.80 34.38 0.62 Kg12.0 5.80 27.50 0.62 Kg12.0 5.80 27.50 0.62 Kg

F-6 2.0 5.10 31.34 0.62 Kg2.0 5.10 31.34 0.62 Kg2.0 0.80 5.34 0.62 Kg

589.37

446.04

47.97

34.86

119.93

132.76

25.25

15.90

#REF!

#REF!

#REF!

#REF!

14.20

14.72

#REF!3937.71

1934.371948.171347.541357.15274.14274.14190.97190.97284.62282.31198.28196.66425.24422.36340.19415.15

1483.351483.351186.681186.68198.17198.175.29

2.0 1.20 2.67 0.62 Kg F-7 4.0 4.70 28.67 0.62 Kg

4.0 4.70 28.67 0.62 Kg4.0 1.10 4.67 0.62 Kg4.0 1.10 4.67 0.62 Kg

F-8 1.0 4.30 26.33 0.62 Kg1.0 4.30 26.33 0.62 Kg1.0 1.10 4.67 0.62 Kg1.0 1.10 4.67 0.62 Kg

F-9 12.0 3.20 18.67 0.89 Kg12.0 3.20 18.67 0.89 Kg12.0 0.50 0.67 0.62 Kg12.0 0.50 0.67 0.62 Kg

F-10 2.0 3.80 23.33 0.89 Kg2.0 3.80 23.33 0.89 Kg2.0 0.80 4.00 0.62 Kg2.0 1.00 2.67 0.62 Kg

F-11 1.0 7.90 93.00 0.89 Kg1.0 14.30 50.66 0.89 Kg1.0 #REF! #REF! 0.62 Kg1.0 #REF! #REF! 0.62 Kg

F-12 1.0 7.50 167.67 0.89 Kg1.0 25.50 48.00 0.89 Kg1.0 0.80 4.00 0.62 Kg1.0 1.00 2.67 0.62 Kg

F-13 1.0 13.10 87.67 0.89 Kg1.0 13.50 85.33 0.89 Kg1.0 0.80 4.00 0.62 Kg1.0 1.00 2.67 0.62 Kg

Kg#REF!#REF! #REF! #REF! #REF! 0.62 Kg

#REF! #REF! #REF! 0.62 Kg#REF! #REF! #REF! 0.62 Kg#REF! #REF! #REF! 0.62 Kg

#REF! #REF! #REF! #REF! 0.62 Kg#REF! #REF! #REF! 0.62 Kg#REF! #REF! #REF! 0.62 Kg#REF! #REF! #REF! 0.62 Kg



Kgb. Columns upto Stilt level beam bottom level#REF! C-1 12.0 3.87 10.00 1.58 Kg Stirrups 12.0 2.90 15.25 0.39 Kg C-2 9.0 4.20 10.00 2.46 Kg Stirrups 9.0 2.30 16.00 0.39 Kg C-3 3.0 4.30 6.00 2.46 Kg

3.0 4.12 8.00 1.58 Kg Stirrups 3.0 2.30 15.50 0.39 Kg C-4 10.0 3.99 8.00 0.89 Kg Stirrups 10.0 1.90 16.25 0.39 Kg C-5 9.0 4.27 8.00 1.58 Kg

9.0 4.45 4.00 2.46 Kg

3.97334.18334.1812.7412.7470.2070.203.183.18

638.07638.072.492.49

157.80157.803.973.31

653.88644.79#REF!#REF!

1119.181089.28

1.991.66

1022.111025.24

1.991.66

#REF!

#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!

733.75206.97929.88129.17190.40156.2341.71284.09120.41485.76394.09

Stirrups 9.0 2.70 16.25 0.39 Kg C-6 3.0 4.42 6.00 1.58 Kg Stirrups 3.0 2.30 18.00 0.39 Kg C-7 5.0 4.52 6.00 1.58 Kg Stirrups 5.0 2.30 18.75 0.39 Kg C-8 2.0 4.39 4.00 0.89 Kg Stirrups 2.0 2.30 18.75 0.39 Kg C-9 2.0 4.92 12.00 1.58 Kg

2.0 4.74 4.00 0.89 Kg Stirrups 2.0 3.30 20.25 0.39 Kg C-10 5.0 4.95 8.00 2.46 Kg




4.0 4.02 6.00 1.58 Kg Stirrups 4.0 2.30 15.25 0.39 Kg#REF! #REF! 2.44 5.00 0.89 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! 1.54 6.00 0.89 Kg Stirrups #REF! #REF! #REF! 0.39 Kg

Kg0#REF! #REF! #REF! 8.00 1.58 Kg

#REF! #REF! 4.00 2.46 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 6.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 6.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 8.00 2.46 Kg

#REF! #REF! 6.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg

Kg

c. Stilt parking floor Level beams#REF!SB-1 43.0 9.82 5.00 0.89 Kg Extra Top 1.0 1.70 3.00 0.89 Kg

1.0 2.70 2.00 1.58 Kg Extra Bottom 1.0 1.90 3.00 0.89 Kg

1.0 2.60 3.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 12.00 2.46 Kg Stirrups 43.0 50.66 1.50 0.39 Kg0 1.0 13.69 6.00 0.89 Kg Extra Top 1.0 2.00 3.00 1.58 Kg

1.0 3.00 8.00 1.58 Kg1.0 3.00 6.00 1.58 Kg1.0 3.50 4.00 1.58 Kg1.0 3.50 6.00 1.58 Kg1.0 2.15 4.00 1.58 Kg

Extra Bottom 1.0 2.70 2.00 1.58 Kg1.0 2.75 4.00 1.58 Kg1.0 2.60 4.00 1.58 Kg1.0 2.75 3.00 1.58 Kg1.0 2.25 3.00 1.58 Kg

154.00125.7048.44214.2584.0931.2633.64186.5733.7552.12487.08226.10270.47165.31203.2570.12991.87813.00222.46165.31152.4454.72#REF!#REF!#REF!#REF!#REF!

#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!

1879.064.548.535.0712.325.90

1274.4473.109.4837.9228.4422.1233.1813.598.5317.3816.4313.0410.67

1.0 3.50 3.00 1.58 Kg1.0 2.15 3.00 0.89 Kg1.0 3.00 3.00 1.58 Kg

Separation Bars, 20MM dia. 1.0 0.20 57.00 2.46 Kg Stirrups 1.0 54.53 1.50 0.39 Kg0 3.0 9.19 6.00 0.89 Kg Extra Top 1.0 2.15 8.00 1.58 Kg Extra Bottom 1.0 3.00 3.00 1.58 Kg Separation Bars, 20MM dia. 3.0 0.25 7.00 2.46 Kg Stirrups 3.0 53.33 1.50 0.39 Kg0 1.0 6.21 6.00 0.89 Kg Extra Top 1.0 2.05 3.00 1.58 Kg

1.0 3.10 3.00 1.58 Kg1.0 2.20 4.00 1.58 Kg

Extra Bottom 1.0 2.15 3.00 0.89 Kg1.0 2.90 3.00 1.58 Kg

Separation Bars, 20MM dia. 1.0 0.20 14.00 2.46 Kg Stirrups 1.0 33.47 1.50 0.39 Kg0 2.0 9.57 5.00 0.89 Kg Extra Top 1.0 1.90 2.00 1.58 Kg

1.0 3.00 15.00 0.89 Kg1.0 2.85 2.00 0.89 Kg1.0 3.15 2.00 1.58 Kg1.0 1.90 3.00 1.58 Kg

Extra Bottom 1.0 2.75 12.00 0.89 Kg1.0 2.60 6.00 0.89 Kg1.0 2.25 2.00 0.89 Kg1.0 3.50 2.00 1.58 Kg


1.0 2.00 2.00 0.89 Kg1.0 2.20 2.00 0.89 Kg1.0 1.60 3.00 0.89 Kg

Extra Bottom 1.0 1.95 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 12.00 2.46 Kg Stirrups 1.0 42.33 1.50 0.39 Kg0 1.0 6.84 4.00 0.89 Kg Extra Top 1.0 1.45 2.00 0.89 Kg

1.0 2.00 2.00 0.89 Kg1.0 2.20 2.00 0.89 Kg1.0 1.60 3.00 0.89 Kg

Extra Bottom 1.0 1.95 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 12.00 2.46 Kg Stirrups 1.0 37.67 1.50 0.39 Kg#REF! #REF! #REF! 6.00 0.89 Kg Extra Top 1.0 1.90 3.00 1.58 Kg

1.0 3.00 8.00 1.58 Kg1.0 3.00 3.00 1.58 Kg1.0 2.85 3.00 1.58 Kg1.0 3.15 3.00 1.58 Kg

Extra Bottom 1.0 2.00 4.00 1.58 Kg1.0 2.75 6.00 1.58 Kg1.0 2.60 4.00 1.58 Kg1.0 2.75 3.00 1.58 Kg1.0 2.25 2.00 1.58 Kg

#REF! 3.50 3.00 1.58 Kg Separation Bars, 20MM dia. #REF! 0.20 31.00 2.46 Kg Stirrups 1.0 #REF! #REF! 0.39 KgSB-3 1.0 7.54 4.00 0.89 Kg

16.595.7414.2228.0431.90147.2227.1814.2212.9293.6033.169.7214.6913.905.7413.756.8919.5885.176.0040.055.079.959.0129.3713.884.0111.0630.5087.3353.682.583.563.924.2710.415.9024.7724.352.583.563.924.2710.415.9022.04#REF!9.0137.9214.2213.5114.9312.6426.0716.4313.047.11

#REF!#REF!#REF!26.84

Extra Top 1.0 1.45 2.00 0.89 Kg1.0 2.00 2.00 0.89 Kg1.0 2.20 2.00 0.89 Kg1.0 1.60 3.00 0.89 Kg

Extra Bottom 1.0 1.95 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 12.00 2.46 Kg Stirrups 1.0 42.33 1.50 0.39 KgSB-4 4.0 6.39 5.00 0.89 Kg Stirrups 4.0 38.27 1.50 0.39 Kg0 1.0 5.70 6.00 0.89 Kg Stirrups 1.0 33.00 1.50 0.39 Kg0 1.0 7.15 5.00 0.89 Kg Extra Top 1.0 1.60 4.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 4.00 2.46 Kg Stirrups 1.0 39.06 1.50 0.39 Kg#REF! #REF! #REF! 4.00 0.89 Kg Extra Top 1.0 1.55 2.00 0.89 Kg

1.0 4.35 3.00 0.89 Kg1.0 2.10 3.00 1.58 Kg

Extra Bottom 1.0 4.53 2.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 9.00 2.46 Kg Stirrups 1.0 #REF! #REF! 0.39 Kg0 3.0 5.29 5.00 0.89 Kg Extra Top 1.0 1.45 4.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 4.00 2.46 Kg Stirrups 1.0 30.60 1.50 0.39 Kg

1.0 5.45 4.00 0.89 Kg Extra Top 1.0 1.55 4.00 1.58 Kg

1.0 2.20 2.00 1.58 Kg Extra Bottom 1.0 1.95 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 4.00 2.46 Kg Stirrups 3.0 31.33 1.50 0.39 Kg

SB-7 1.0 5.70 5.00 0.89 Kg Extra Top 1.0 1.55 4.00 1.58 Kg

1.0 2.40 6.00 0.89 Kg1.0 2.50 3.00 0.89 Kg








1.0 2.35 2.00 1.58 Kg Separation Bars, 20MM dia. 3.0 0.30 14.00 2.46 Kg

2.583.563.924.2710.415.9024.77113.7489.5430.4419.3031.825.701.9722.85#REF!2.7611.619.9514.314.43

#REF!70.625.161.9717.9019.409.806.9510.411.9754.98

25.379.8012.826.6810.6814.851.7215.2944.328.0113.3512.557.4320.6624.9624.838.0113.3512.557.4310.3316.9388.918.0113.3512.557.4331.00

Stirrups 3.0 26.20 1.50 0.39 Kg0 1.0 5.14 5.00 0.89 Kg Extra Top 1.0 1.50 6.00 0.89 Kg



1.0 2.50 6.00 0.89 Kg1.0 2.85 2.00 1.58 Kg

Extra Bottom 1.0 1.90 3.00 1.58 Kg1.0 2.35 8.00 0.89 Kg1.0 2.89 2.00 1.58 Kg

Separation Bars, 20MM dia. 1.0 0.30 30.00 2.46 Kg Stirrups 1.0 26.87 1.50 0.39 KgSB-8 1.0 4.71 5.00 0.89 Kg Extra Top 1.0 2.10 2.00 0.89 Kg

1.0 1.60 3.00 0.89 Kg Extra Bottom 1.0 1.86 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 22.80 1.50 0.39 Kg0 1.0 3.56 4.00 0.89 Kg Extra Top 1.0 1.60 6.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 19.40 1.50 0.39 KgSB-9 1.0 4.68 5.00 0.89 Kg Extra Top 1.0 1.70 6.00 0.89 Kg


1.0 2.35 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.30 22.00 2.46 Kg Stirrups 1.0 19.34 1.50 0.39 Kg0 2.0 3.69 4.00 0.89 Kg Extra Top 1.0 1.60 6.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 2.0 20.27 1.50 0.39 KgSB-10 3.0 1.70 4.00 0.89 Kg Extra Top 1.0 1.60 6.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 3.0 7.00 1.50 0.39 Kg#REF! #REF! #REF! 5.00 0.89 Kg Extra Top 1.0 1.50 6.00 0.89 Kg


1.0 2.35 2.00 0.89 Kg Separation Bars, 20MM dia. #REF! 0.30 14.00 2.46 Kg Stirrups #REF! 0.67 44.10 0.39 Kg

3.0 1.92 5.00 0.89 Kg Extra Top 1.0 1.55 2.00 0.89 Kg

1.0 2.40 3.00 0.89 Kg Extra Bottom 1.0 1.60 6.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 9.00 2.46 Kg Stirrups #REF! #REF! #REF! 0.39 Kg0 2.0 2.30 4.00 0.89 Kg Extra Top 1.0 1.45 4.00 0.89 Kg Extra Top 1.0 1.60 6.00 0.89 Kg

45.9922.878.0113.3512.557.4310.3315.2128.264.0113.359.019.0116.739.1322.1415.7220.963.744.273.313.4413.3412.678.543.383.4411.3520.839.0813.353.9212.5516.2411.3126.278.543.383.4423.7118.168.543.383.4412.29#REF!8.0113.3512.554.18

#REF!#REF!25.632.766.418.544.43

#REF!16.385.168.54

Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 11.00 1.50 0.39 Kg0 1.0 6.89 5.00 0.89 Kg Extra Top 1.0 1.90 3.00 1.58 Kg

1.0 2.65 3.00 0.89 Kg1.0 2.50 2.00 0.89 Kg

Extra Bottom 1.0 2.50 6.00 1.58 Kg1.0 2.25 2.00 1.58 Kg1.0 2.20 2.00 0.89 Kg1.0 2.35 6.00 1.58 Kg


1.0 2.25 3.00 0.89 Kg Extra Bottom 1.0 2.40 2.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 25.86 1.50 0.39 KgBeams in -Y- direction 0.0 1.34 5.00 0.89 Kg Extra Top 1.0 1.60 3.00 0.89 Kg

1.0 2.10 2.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 7.00 2.46 Kg Stirrups 1.0 1.00 -0.10 0.39 KgSB-1 10.0 10.75 5.00 0.89 Kg Extra Top 1.0 1.60 3.00 0.89 Kg

1.0 2.10 2.00 0.89 Kg1.0 2.20 2.00 0.89 Kg1.0 2.55 2.00 1.58 Kg1.0 2.80 2.00 1.58 Kg1.0 2.25 2.00 1.58 Kg


Separation Bars, 20MM dia. 10.0 0.20 24.00 2.46 Kg Stirrups 1.0 48.66 1.50 0.39 Kg

Kg

0 Kg

#REF! C-1 12.0 1.74 10.00 1.58 Kg Stirrups 12.0 2.90 3.33 0.39 Kg C-2 9.0 1.38 10.00 2.46 Kg Stirrups 9.0 2.30 3.33 0.39 Kg C-3 3.0 2.10 6.00 2.46 Kg


9.0 2.10 4.00 2.46 Kg Stirrups 9.0 2.70 3.33 0.39 Kg C-6 3.0 1.74 6.00 1.58 Kg Stirrups 3.0 2.30 3.33 0.39 Kg C-7 5.0 1.74 4.00 0.89 Kg Stirrups 5.0 2.30 3.33 0.39 Kg


3.383.446.4430.669.017.084.4523.707.113.9222.2810.8231.4423.015.696.017.583.4415.130.004.273.743.383.44-0.04

478.384.273.743.928.068.857.116.767.967.58

118.0828.47#REF!

2351.62

329.9045.19305.5326.8892.9965.988.9698.2624.68197.94185.9831.5649.498.9630.9714.94

C-8 2.0 1.38 4.00 0.89 Kg Stirrups 2.0 2.30 3.33 0.39 Kg C-9 2.0 1.74 12.00 1.58 Kg





4.0 1.74 6.00 1.58 Kg Stirrups 4.0 2.30 3.33 0.39 Kg#REF! #REF! #REF! 5.00 0.89 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 6.00 0.89 Kg Stirrups #REF! #REF! #REF! 0.39 Kg

Kg0#REF! #REF! #REF! 8.00 1.58 Kg

#REF! #REF! 4.00 2.46 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 6.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 8.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 8.00 2.46 Kg


Kg

#REF! Kg

0 Kg

TOTAL STEEL UPTO PLINTH LEVEL Kg

(iii). REINFORCEMENT AS PER;A. STILT PARKING FLOOR:

#REF! C-1 12.0 3.94 10.00 1.58 Kg Stirrups 12.0 2.90 17.67 0.39 Kg C-2 9.0 3.94 10.00 2.46 Kg Stirrups 9.0 2.30 17.67 0.39 Kg C-3 3.0 3.94 6.00 2.46 Kg


9.0 3.94 4.00 2.46 Kg Stirrups 9.0 2.70 17.67 0.39 Kg C-6 3.0 3.94 6.00 1.58 Kg Stirrups 3.0 2.30 #REF! 0.39 Kg C-7 5.0 3.94 4.00 0.89 Kg

a. Columns above Stilt Parking Floor level = +0.15MT. and upto Podium floor level = + 3.25 MT. Level

9.835.9765.989.838.57

135.7965.4147.4082.6687.9715.06495.94351.9047.7982.6665.9811.95#REF!#REF!#REF!#REF!#REF!


#REF!

#REF!

#REF!

747.02239.77872.32142.62174.46149.4047.5484.16130.91498.02348.93167.43112.05#REF!70.13

Stirrups 5.0 2.30 1.67 0.39 Kg C-8 2.0 3.94 4.00 0.89 Kg Stirrups 2.0 2.30 1.67 0.39 Kg C-9 2.0 3.94 12.00 1.58 Kg

2.0 3.94 4.00 0.89 Kg Stirrups 2.0 3.30 #REF! 0.39 Kg C-10 2.0 3.94 8.00 2.46 Kg



16.0 1.54 8.00 1.58 Kg Stirrups 16.0 2.30 1.67 0.39 Kg C-13 4.0 #REF! 4.00 2.46 Kg

4.0 #REF! 6.00 1.58 Kg Stirrups 4.0 2.30 1.67 0.39 Kg

Kg#REF!#REF! #REF! #REF! 8.00 1.58 Kg

#REF! #REF! 4.00 2.46 Kg Stirrups #REF! 2.70 #REF! 0.39 Kg#REF! #REF! #REF! 6.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 8.00 1.58 Kg Stirrups #REF! #REF! #REF! 0.39 Kg#REF! #REF! #REF! 8.00 2.46 Kg


Kg

b. Windows seal Projection Windows, W-1 21.0 1.90 2.00 0.62 Kg Stirrups 21.0 0.65 11.00 0.39 Kg W-2 1.0 3.10 2.00 0.62 Kg Stirrups 1.0 0.65 17.00 0.39 Kg W-3 2.0 2.20 2.00 0.62 Kg Stirrups 2.0 0.65 12.50 0.39 Kg Vantilators, V-1 3.0 0.90 2.00 0.62 Kg Stirrups 3.0 0.65 6.00 0.39 Kg

Kgc. Lintel GFL-1 21.0 5.30 4.00 0.62 Kg Stirrups 21.0 0.25 13.50 0.39 Kg GFL-2 1.0 4.50 4.00 0.62 Kg Stirrups 1.0 0.25 19.50 0.39 Kg GFL-3 2.0 3.60 4.00 0.62 Kg Stirrups 2.0 0.25 14.50 0.39 Kg GFL-4 3.0 2.30 4.00 0.62 Kg Stirrups 3.0 0.25 8.00 0.39 Kg

Kgd. Wheather shed Windows, W-1 21.0 2.30 5.33 0.39 Kg Main bars 21.0 0.77 21.00 0.62 Kg W-2 1.0 3.50 5.33 0.39 Kg Main bars 1.0 0.77 31.00 0.62 Kg W-3 2.0 2.60 5.00 0.39 Kg

7.4828.052.99

149.4028.05#REF!155.08186.7623.73155.08199.214.52

232.62311.4523.92#REF!#REF!5.98

#REF!


49.4858.563.844.315.466.343.354.56

135.89

276.0227.6411.161.9017.862.8317.112.34

356.86

100.40210.537.2814.8010.14

Main bars 2.0 0.77 23.83 0.62 Kg Vantilators, V-1 3.0 1.30 5.00 0.39 Kg Main bars 3.0 0.77 13.00 0.62 Kg

Kge. Stilt floor roof Slab Beams#REF!SRB-1 1.0 10.48 7.00 0.89 Kg Bottom Straight Bars 1.0 10.84 2.00 1.58 Kg Extra Top 1.0 1.80 4.00 0.89 Kg



1.0 3.05 24.00 1.58 Kg1.0 2.35 6.00 1.58 Kg


Separation Bars, 20MM dia. 2.0 0.20 40.00 2.46 Kg Stirrups 1.0 2.04 52.67 0.39 KgSRB-2 1.0 9.70 5.00 1.58 Kg Extra Top 1.0 2.15 8.00 1.58 Kg


1.0 3.05 3.00 1.58 Kg3.0 2.55 6.00 1.58 Kg


Separation Bars, 20MM dia. 33.0 0.25 11.00 2.46 Kg Stirrups 1.0 1.84 51.93 0.39 Kg0 1.0 5.37 3.00 1.58 Kg Bottom Straight Bars 1.0 5.73 3.00 2.46 Kg Extra Top 3.0 3.80 12.00 2.46 Kg


33.0 2.25 6.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.30 6.00 2.46 Kg Stirrups 1.0 1.84 33.75 0.39 Kg0 1.0 6.31 3.00 1.58 Kg Bottom Straight Bars 3.0 6.67 3.00 2.46 Kg Extra Top 1.0 3.80 12.00 2.46 Kg Extra Bottom 2.0 5.00 4.00 2.46 Kg Separation Bars, 20MM dia. 33.0 0.25 7.00 2.46 Kg Stirrups 1.0 1.84 41.58 0.39 Kg0 3.0 7.03 3.00 1.58 Kg Bottom Straight Bars 30.0 7.39 3.00 2.46 Kg Extra Top 1.0 3.80 12.00 2.46 Kg Extra Bottom 2.0 5.00 4.00 2.46 Kg Separation Bars, 20MM dia. 1.0 0.25 7.00 2.46 Kg Stirrups 3.0 1.84 56.90 0.39 Kg0 1.0 5.65 5.00 1.58 Kg Extra Top 2.0 2.00 3.00 1.58 Kg

22.757.6118.61392.12

65.2934.256.4121.3312.0132.8610.3349.9960.3612.64115.6622.2856.4963.9928.9139.3641.9076.6327.1814.224.3150.1171.739.7214.4672.525.7437.92223.2537.2725.4542.29336.53177.12286.34703.894.4324.2229.91147.67112.1898.40142.0729.8499.97

1636.15112.1898.404.31

122.4944.6418.96

33.0 2.00 3.00 2.46 Kg1.0 3.00 17.00 1.58 Kg


Separation Bars, 20MM dia. 2.0 0.20 48.00 2.46 Kg Stirrups 1.0 1.84 43.10 0.39 Kg0 2.0 5.57 3.00 0.89 Kg

33.0 5.57 2.00 1.58 Kg Extra Top 1.0 1.40 3.00 0.89 Kg

1.0 2.20 4.00 1.58 Kg30.0 1.90 4.00 0.89 Kg

Extra Bottom 1.0 1.95 4.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.20 10.00 2.46 Kg Stirrups 2.0 1.84 45.90 0.39 Kg0 33.0 8.48 5.00 0.89 Kg Extra Top 1.0 2.25 9.00 1.58 Kg Extra Bottom 1.0 3.00 4.00 1.58 Kg Separation Bars, 20MM dia. 30.0 0.20 7.00 2.46 Kg Stirrups 33.0 1.84 75.00 0.39 Kg0 1.0 5.27 5.00 1.58 Kg Extra Top 1.0 5.15 3.00 1.58 Kg

30.0 2.60 4.00 1.58 Kg Extra Bottom 1.0 3.70 3.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.20 9.00 2.46 Kg Stirrups 1.0 1.84 39.30 0.39 Kg0 1.0 4.45 7.00 0.89 Kg Extra Top 1.0 1.40 4.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 4.00 2.46 Kg Stirrups 1.0 1.84 34.70 0.39 Kg

2.0 11.13 5.00 1.58 Kg Extra Top 2.0 4.35 4.00 1.58 Kg

2.0 2.30 6.00 1.58 Kg Extra Bottom 2.0 2.85 4.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.20 7.00 2.46 Kg Stirrups 2.0 1.64 97.90 0.39 Kg0 30.0 8.48 6.00 0.89 Kg Extra Top 1.0 1.70 8.00 0.89 Kg


1.0 6.58 6.00 1.58 Kg Extra Top 1.0 2.40 12.00 1.58 Kg Extra Bottom 1.0 3.60 4.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 6.00 2.46 Kg Stirrups 1.0 1.64 56.00 0.39 Kg0 2.0 5.29 3.00 0.89 Kg

2.0 5.65 3.00 1.58 Kg2.0 0.80 3.00 1.58 Kg

Extra Top 2.0 1.55 8.00 1.58 Kg2.0 2.40 6.00 1.58 Kg2.0 2.50 3.00 1.58 Kg



487.0880.5856.49213.3014.4647.2330.9329.74580.843.7413.90202.9212.329.8465.88

1245.2932.0018.96103.32

1776.0641.6324.41492.9617.548.8628.2027.724.981.9724.90175.8554.9843.6136.026.89

125.231358.50

12.1011.7512.324.92

1439.1062.3845.5022.752.9535.8228.2553.567.5839.1845.5023.7012.6429.7010.6821.6555.13

0 1.0 6.34 6.00 1.58 Kg Extra Top 1.0 3.00 8.00 2.46 Kg




2.0 5.10 4.00 1.58 Kg Extra Bottom 2.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.30 14.00 2.46 Kg Stirrups 2.0 1.64 68.00 0.39 KgSRB-4 3.0 2.34 6.00 1.58 Kg Extra Top 3.0 3.00 4.00 2.46 Kg

3.0 5.10 8.00 1.58 Kg3.0 2.10 3.00 1.58 Kg



1.0 2.75 3.00 1.58 Kg1.0 1.45 2.00 1.58 Kg


Separation Bars, 20MM dia. 1.0 0.20 10.00 2.46 Kg Stirrups 1.0 1.84 40.30 0.39 KgSRB-5 3.0 4.18 5.00 0.89 Kg Extra Top 3.0 1.45 4.00 1.58 Kg Extra Bottom 3.0 1.90 2.00 1.58 Kg Separation Bars, 20MM dia. 3.0 0.20 6.00 2.46 Kg Stirrups 3.0 1.64 32.00 0.39 Kg0 2.0 2.94 6.00 1.58 Kg Extra Top 2.0 3.00 8.00 2.46 Kg

2.0 5.10 4.00 1.58 Kg Extra Bottom 2.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.30 14.00 2.46 Kg Stirrups 2.0 1.64 16.00 0.39 Kg0 1.0 2.35 5.00 0.89 Kg Extra Top 1.0 1.45 4.00 1.58 Kg Extra Bottom 1.0 1.90 2.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 6.00 2.46 Kg Stirrups 1.0 1.64 13.70 0.39 Kg0 1.0 5.69 6.00 1.58 Kg Extra Top 1.0 3.00 8.00 2.46 Kg

60.1059.0432.2355.6210.3331.9868.7359.0432.2355.6210.3337.8066.6459.0432.2355.6210.3336.39154.33118.0864.46111.2320.6686.9966.5588.56193.3929.86166.8541.2446.4921.5350.9113.2713.044.5818.336.624.9228.9255.8027.4918.018.8661.4055.74118.0864.46111.2320.6620.4710.469.166.002.958.7653.9459.04


1.0 3.97 5.00 0.89 Kg Extra Top 1.0 1.25 4.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 4.00 2.46 Kg Stirrups 1.0 1.64 29.90 0.39 KgSRB-6 1.0 4.18 5.00 0.89 Kg Extra Top 1.0 1.45 4.00 1.58 Kg Extra Bottom 1.0 1.90 2.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.20 6.00 2.46 Kg Stirrups 1.0 1.44 32.00 0.39 KgSRB-7 3.0 2.34 5.00 0.89 Kg Extra Top 3.0 1.80 4.00 0.89 Kg

3.0 2.65 3.00 0.89 Kg3.0 2.50 22.00 0.89 Kg


Separation Bars, 20MM dia. 3.0 0.30 22.00 2.46 Kg Stirrups 3.0 1.44 10.00 0.39 KgSRB-1 7.0 8.33 3.00 0.89 Kg Bottom Straight Bars 7.0 8.69 3.00 1.58 Kg Extra Top 7.0 1.85 4.00 1.58 Kg


1.0 2.10 2.00 0.89 Kg Extra Bottom 1.0 1.90 2.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 5.00 2.46 Kg Stirrups 1.0 2.04 75.00 0.39 Kg0 12.0 8.23 3.00 0.89 Kg Bottom Straight Bars 12.0 8.59 3.00 1.58 Kg Extra Top 12.0 1.65 8.00 1.58 Kg Extra Bottom 12.0 2.50 3.00 1.58 Kg Separation Bars, 20MM dia. 12.0 0.20 8.00 2.46 Kg Stirrups 12.0 2.04 72.50 0.39 Kg0 9.0 8.38 5.00 0.89 Kg Extra Top 9.0 1.55 3.00 0.89 Kg

9.0 2.20 4.00 0.89 Kg9.0 2.80 4.00 0.89 Kg



Kg

0 Kg

f. Stilt Floor roof Slab SFRS-1 Parallel to Short span 2.0 11.45 23.33 0.62 Kg Alternate extra at top over discontinious edge 4.0 1.60 12.67 0.89 Kg Alternate extra at top over continious edge 6.0 2.50 12.67 0.62 Kg Alternate extra at bottom 8.0 11.45 2.20 0.62 Kg

32.2355.6210.3332.3017.677.901.9719.1218.609.166.002.9517.9731.2419.2221.23146.8550.20138.7448.7116.85155.69288.3381.8474.6679.6331.00409.3437.742.763.743.382.4659.67263.69488.60250.27142.2047.23692.17335.6237.2570.4989.7160.88121.1184.13529.87

20825.62

2252.20

331.2472.14117.78124.94

Parallel to Long span 2.0 6.44 36.70 0.39 Kg Alternate extra at top over discontinious edge 4.0 1.60 20.35 0.62 Kg Alternate extra at top over continious edge 1.0 2.50 20.35 0.39 Kg Alternate extra at bottom 14.0 6.44 1.72 0.39 Kg0 Parallel to Short span 23.0 8.90 27.40 0.62 Kg Alternate extra at top over discontinious edge 46.0 1.60 14.20 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 14.20 0.62 Kg Alternate extra at bottom 92.0 8.90 2.20 0.62 Kg Parallel to Long span 23.0 6.44 48.38 0.39 Kg Alternate extra at top over discontinious edge 46.0 1.60 24.69 0.62 Kg Alternate extra at top over continious edge 1.0 2.50 24.69 0.39 Kg Alternate extra at bottom 2.0 6.44 8.10 0.39 Kg0 Parallel to Short span 1.0 6.33 64.60 0.89 Kg Alternate extra at top over discontinious edge 2.0 1.60 32.80 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 32.80 0.62 Kg Alternate extra at bottom 2.0 6.33 7.92 0.62 Kg Parallel to Long span 1.0 9.38 40.20 0.89 Kg Alternate extra at top over discontinious edge 2.0 1.60 20.60 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 20.60 0.62 Kg Alternate extra at bottom 2.0 9.38 6.15 0.89 Kg0 Parallel to Short span 6.0 4.80 53.33 0.62 Kg Alternate extra at top over discontinious edge 12.0 1.30 27.67 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 27.67 0.89 Kg Alternate extra at bottom 12.0 4.80 7.32 0.62 Kg Parallel to Long span 6.0 8.72 22.35 0.39 Kg Alternate extra at top over discontinious edge 12.0 1.30 11.68 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 11.68 0.62 Kg Alternate extra at bottom 2.0 8.72 5.10 0.39 Kg0 Parallel to Short span 8.0 5.00 53.33 0.62 Kg Alternate extra at top over discontinious edge 16.0 1.30 27.67 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 27.67 0.89 Kg Alternate extra at bottom 16.0 5.00 7.32 0.62 Kg Parallel to Long span 8.0 8.72 23.17 0.39 Kg Alternate extra at top over discontinious edge 16.0 1.30 12.09 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 12.09 0.62 Kg Alternate extra at bottom 2.0 8.72 5.05 0.39 Kg0 Parallel to Short span 1.0 5.85 31.33 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.30 16.67 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 16.67 0.89 Kg Alternate extra at bottom 2.0 5.85 5.20 0.62 Kg Parallel to Long span 1.0 5.62 27.52 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.30 14.26 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 14.26 0.62 Kg Alternate extra at bottom 2.0 5.62 5.79 0.39 Kg0 Parallel to Short span 1.0 4.15 21.00 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.40 11.00 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 11.00 0.89 Kg Alternate extra at bottom 2.0 4.15 3.80 0.62 Kg Parallel to Long span 1.0 4.12 15.59 0.39 Kg

184.3780.7619.8460.33

3477.44930.160.00

1116.842794.471126.54

24.0740.69

363.9493.410.0062.17335.6058.670.00

102.68

952.26384.100.00

261.41456.14112.940.0034.69

1322.58512.130.00

363.07630.50155.880.0034.35

113.6338.560.0037.7260.3322.990.0025.38

54.0327.410.0019.5525.05

Alternate extra at top over discontinious edge 2.0 1.40 8.29 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 8.29 0.62 Kg Alternate extra at bottom 2.0 4.12 3.70 0.39 Kg0 Parallel to Short span 1.0 9.35 31.00 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.40 16.50 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 16.50 0.89 Kg Alternate extra at bottom 2.0 9.35 4.64 0.62 Kg Parallel to Long span 1.0 5.67 46.00 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.40 23.50 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 23.50 0.62 Kg Alternate extra at bottom 2.0 5.67 8.70 0.39 Kg0 Parallel to Short span 1.0 5.60 43.35 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.30 22.18 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 22.18 0.89 Kg Alternate extra at bottom 2.0 5.60 8.40 0.62 Kg Parallel to Long span 1.0 8.32 25.00 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.30 13.00 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 13.00 0.62 Kg Alternate extra at bottom 2.0 8.32 5.34 0.39 Kg0 Parallel to Short span 1.0 8.60 37.00 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.60 19.00 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 19.00 0.89 Kg Alternate extra at bottom 2.0 8.60 5.20 0.62 Kg Parallel to Long span 1.0 5.67 46.25 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.60 23.62 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 23.62 0.62 Kg Alternate extra at bottom 2.0 5.67 8.40 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.30 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.30 #REF! 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.62 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.62 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg

14.400.0011.89

179.7341.120.0053.80101.7140.790.0038.48

150.52

51.32

0.00

58.33

81.12

20.96

0.00

34.65

197.2854.110.0055.45102.2646.870.0037.15

#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!


#REF!#REF!

Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.62 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.62 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.39 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.62 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.89 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.62 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.62 Kg#REF! Parallel to Short span #REF! #REF! #REF! 0.89 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom #REF! #REF! #REF! 0.62 Kg Parallel to Long span #REF! #REF! #REF! 0.39 Kg Alternate extra at top over discontinious edge #REF! 1.40 #REF! 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 #REF! 0.89 Kg Alternate extra at bottom 2.0 #REF! #REF! 0.62 Kg

Kg

0 Kg

g. Stilt Floor Stair Case First flight Vast slab 1.0 2.10 21.46 1.58 Kg

1.0 3.76 8.50 1.58 Kg Landing 1.0 2.70 23.00 1.58 Kg

1.0 4.02 11.50 1.58 Kg

#REF!#REF!#REF!#REF!#REF!#REF!




#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!

1647.25

71.2050.5498.1273.04

Second flight Vast slab 1.0 2.10 21.69 1.58 Kg

1.0 3.76 8.50 1.58 Kg Landing 1.0 2.70 23.00 1.58 Kg

1.0 4.02 11.50 1.58 KgKg

#REF! Kg

0 Kg

TOTAL G.F. REINFORCEMENT Kg

B. PODIUM FLOOR :

C-1 12.0 5.33 10.00 1.58 Kg Stirrups 12.0 2.30 29.66 0.39 Kg C-2 9.0 5.33 10.00 2.46 Kg Stirrups 9.0 1.70 29.66 0.39 Kg C-3 3.0 5.33 6.00 2.46 Kg Stirrups 3.0 1.70 29.66 1.58 Kg C-4 10.0 5.33 17.67 0.39 Kg Stirrups 10.0 1.90 29.66 0.89 Kg C-5 9.0 5.33 17.67 0.39 Kg Stirrups 9.0 2.10 29.66 1.58 Kg C-6 3.0 5.33 4.00 2.46 Kg Stirrups 3.0 1.10 29.66 0.39 Kg C-8 2.0 5.33 4.00 1.58 Kg Stirrups 2.0 1.70 29.66 0.39 Kg C-9 2.0 5.33 4.00 0.89 Kg Stirrups 2.0 3.30 29.66 0.39 Kg C-10 5.0 5.33 12.00 0.89 Kg Stirrups 5.0 7.30 29.66 0.39 Kg Staff Rooms Kg

#REF! Kg

0 Kg

b. Windows seal Windows, W-1 5.0 1.90 2.00 0.62 Kg Stirrups 5.0 0.65 11.00 0.39 Kg W-2 1.0 3.10 2.00 0.62 Kg Stirrups 1.0 0.65 17.00 0.39 Kg W-3 0.0 2.20 2.00 0.62 Kg Stirrups 0.0 0.65 12.50 0.39 Kg Vantilators, V-1 3.0 1.05 2.00 0.62 Kg Stirrups 3.0 0.65 6.00 0.39 Kg

c. Lintel FFL-1 5.0 3.30 4.00 0.62 Kg Stirrups 5.0 0.25 13.50 0.39 Kg FFL-2 1.0 4.50 4.00 0.62 Kg Stirrups 1.0 0.25 19.50 0.39 Kg FFL-3 0.0 3.60 4.00 0.62 Kg Stirrups 0.0 0.25 14.50 0.39 Kg FFL-4 3.0 2.30 4.00 0.62 Kg


71.9650.5498.1273.04586.56

#REF!

#REF!

#REF!

1010.57319.30

1180.06177.00236.01239.03367.24501.61330.51885.81157.3438.1867.3739.3337.9576.35284.62422.26

5726.55

532.76

111.23

11.7813.943.844.310.000.003.914.56

40.926.5811.161.900.000.0017.11

Stirrups 3.0 0.25 8.00 0.39 Kg

d. Wheather shed Windows, W-1 5.0 2.30 5.33 0.39 Kg Main bars 5.0 0.77 21.00 0.60 Kg W-2 1.0 3.50 5.33 0.39 Kg Main bars 1.0 0.77 31.00 0.60 Kg W-3 0.0 2.60 5.00 0.39 Kg Main bars 0.0 0.77 23.83 0.60 Kg Vantilators, V-1 3.0 1.30 5.00 0.39 Kg Main bars 3.0 0.77 13.00 0.60 Kg

e. Podium floor roof Slab BeamsPRB-1 1.0 10.48 5.00 1.58 Kg Extra Top 2.0 2.00 3.00 1.58 Kg

33.0 2.00 3.00 2.46 Kg1.0 3.00 17.00 1.58 Kg


Separation Bars, 20MM dia. 2.0 0.20 48.00 2.46 Kg Stirrups 1.0 1.84 75.00 0.39 Kg0 1.0 9.28 3.00 0.89 Kg

33.0 5.57 2.00 1.58 Kg Extra Top 1.0 1.40 3.00 0.89 Kg

1.0 2.20 4.00 1.58 Kg30.0 1.90 4.00 0.89 Kg

Extra Bottom 1.0 1.95 4.00 1.58 Kg Separation Bars, 20MM dia. 2.0 0.20 10.00 2.46 Kg Stirrups 2.0 1.84 63.00 0.39 KgPRB-2 1.0 11.34 5.00 0.89 Kg Extra Top 1.0 2.25 9.00 1.58 Kg Extra Bottom 1.0 3.00 4.00 1.58 Kg Separation Bars, 20MM dia. 30.0 0.20 7.00 2.46 Kg Stirrups 33.0 1.84 83.60 0.39 Kg0 1.0 10.72 7.00 0.89 Kg Extra Top 1.0 1.40 4.00 0.89 Kg Separation Bars, 20MM dia. 1.0 0.20 4.00 2.46 Kg Stirrups 1.0 1.84 77.40 0.39 Kg

1.0 7.01 5.00 1.58 Kg Extra Top 2.0 4.35 4.00 1.58 Kg



1.0 5.10 4.00 1.58 Kg Extra Bottom 1.0 4.40 8.00 1.58 Kg Separation Bars, 20MM dia. 1.0 0.30 14.00 2.46 Kg Stirrups 1.0 1.64 56.90 0.39 Kg0 1.0 9.16 5.00 0.89 Kg

2.34

23.9148.517.2814.320.000.007.6118.01

82.7918.96487.0880.5856.49213.3014.4647.2353.8224.78580.843.7413.90202.9212.329.8490.4250.4632.0018.96103.32

1979.7166.794.981.9755.5455.3854.9843.6136.026.8951.5542.4512.1011.7512.324.92

953.64256.8159.0432.2355.6210.3336.3940.76

Extra Top 3.0 1.80 4.00 0.89 Kg3.0 2.65 3.00 0.89 Kg3.0 2.50 22.00 0.89 Kg


Separation Bars, 20MM dia. 3.0 0.30 22.00 2.46 Kg Stirrups 3.0 1.44 61.80 0.39 Kg0 1.0 7.29 3.00 0.89 Kg Bottom Straight Bars 7.0 7.65 3.00 1.58 Kg Extra Top 7.0 1.85 4.00 1.58 Kg

7.0 2.25 3.00 1.58 Kg Extra Bottom 7.0 2.40 3.00 1.58 Kg Separation Bars, 20MM dia. 7.0 0.20 9.00 2.46 Kg Stirrups 7.0 2.04 28.40 0.39 Kg0 2.0 7.57 3.00 0.89 Kg Bottom Straight Bars 12.0 8.59 3.00 1.58 Kg Extra Top 12.0 1.65 8.00 1.58 Kg Extra Bottom 12.0 2.50 3.00 1.58 Kg Separation Bars, 20MM dia. 12.0 0.20 8.00 2.46 Kg Stirrups 12.0 2.04 30.93 0.39 Kg0 37.0 11.46 5.00 0.89 Kg Extra Top 9.0 4.63 3.00 0.89 Kg

9.0 5.28 4.00 0.89 Kg9.0 5.88 4.00 0.89 Kg


Separation Bars, 20MM dia. 9.0 3.28 19.00 2.46 Kg Stirrups 9.0 5.12 62.17 0.39 Kgf. Podium Floor roof Slab FFRS-1 Parallel to Short span 2.0 11.20 21.0 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.40 11.0 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 11.0 0.89 Kg Alternate extra at bottom 2.0 4.15 3.8 0.62 Kg Parallel to Long span 1.0 6.72 15.6 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.40 8.3 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 8.3 0.62 Kg Alternate extra at bottom 2.0 4.12 3.7 0.39 Kg FFRS-2 Parallel to Short span 1.0 7.05 37.0 0.62 Kg Alternate extra at top over discontinious edge 2.0 1.60 19.0 0.89 Kg Alternate extra at top over continious edge 0.0 2.50 19.0 0.89 Kg Alternate extra at bottom 2.0 8.60 5.2 0.62 Kg Parallel to Long span 1.0 4.62 46.2 0.39 Kg Alternate extra at top over discontinious edge 2.0 1.60 23.6 0.62 Kg Alternate extra at top over continious edge 0.0 2.50 23.6 0.62 Kg Alternate extra at bottom 2.0 5.67 8.4 0.39 Kg

Kg

Kg

EXTRA FOR F.F. WORK Kg

TOTAL STAFF ROOMS, F.F. REINFORCEMENT WORK

K. STAIR CASE TOWER & LIFT MACHINE ROOM AT TERRACE LEVEL:

19.2221.23146.8550.20138.7448.71104.1219.46253.8381.8474.6679.6331.00158.1540.42488.60250.27142.2047.23295.33

1886.89111.26169.17188.40159.56269.14

1379.761117.21

291.6527.410.0019.5540.8514.400.0011.89

161.7354.110.0055.4583.3246.870.0037.15

14943.47

20670.01

20670.01

C-6 1.0 1.65 4.00 0.60 Kg Stirrups 1.0 2.30 7.00 0.39 Kg C-7 1.0 1.65 4.00 0.60 Kg Stirrups 1.0 2.30 7.00 0.39 Kgb. Windows seal, Stair case Tower W-3 2.0 1.70 2.00 0.60 Kg Stirrups 2.0 0.25 10.00 0.39 Kg W-4 2.0 1.50 2.00 0.60 Kg Stirrups 2.0 0.25 9.00 0.39 Kg

Kg

EXTRA FOR TERRACE LEVEL WORK Kg

14 BRICK WORK 200 MM THICK:BRICK WORK UPTO PLINTH LEVEL:

a. CM 1:8, Laying for beam bottom

SB-1 43.0 7.40 0.40 0.100 1.0 8.03 0.40 0.100 1.0 7.85 0.40 0.100 1.0 4.87 0.40 0.100 2.0 6.07 0.40 0.100 2.0 6.20 0.40 0.100 1.0 5.50 0.40 0.10#REF! #REF! #REF! #REF! 0.10SB-3 1.0 6.20 0.40 0.10SB-4 4.0 5.59 0.40 0.100 1.0 4.90 0.40 0.100 1.0 5.81 0.40 0.10#REF! #REF! #REF! #REF! 0.100 3.0 4.49 0.40 0.10

1.0 4.65 0.40 0.10SB-7 1.0 3.82 0.40 0.100 2.0 3.10 0.40 0.100 1.0 4.24 0.40 0.100 3.0 4.21 0.40 0.100 1.0 3.80 0.40 0.100 1.0 3.93 0.40 0.10SB-8 1.0 3.37 0.40 0.100 1.0 2.76 0.40 0.10SB-9 1.0 2.80 0.40 0.100 2.0 2.89 0.40 0.10SB-10 3.0 0.90 0.40 0.10#REF! #REF! #REF! #REF! 0.10

3.0 0.58 0.40 0.100 2.0 1.50 0.40 0.100 1.0 3.93 0.40 0.100 1.0 3.83 0.40 0.10Beams in -Y- direction 0.0 0.00 0.10 0.10SB-1 10.0 7.25 0.40 0.10

a. Columns above Terrace Floor and upto Parapet wall, 1.2 MT ht.

TOTAL REINFORCEMENT WORK AT TERRACE LEVEL

Brickwork with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 25 kg/Sq.cm. & Water absorption not more than 15% in foundation and plinth,20cm thk.

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

3.966.283.966.28

4.081.953.601.76

31.86

31.86

12.730.320.310.190.490.500.22

#REF!0.250.890.200.23

#REF!0.540.190.150.250.170.510.150.160.130.110.110.230.11

#REF!0.070.120.160.150.002.90

#REF!

#REF!

0

b. CM 1:6, Above Plinth beam and upto Plinth LevelSB-1 43.0 7.40 0.20 0.250 1.0 8.03 0.20 0.250 1.0 7.85 0.20 0.250 1.0 4.87 0.20 0.250 2.0 6.07 0.20 0.250 2.0 6.20 0.20 0.250 1.0 5.50 0.20 0.25#REF! #REF! #REF! 0.20 #REF!SB-3 1.0 6.20 0.20 0.25SB-4 4.0 5.59 0.20 0.250 1.0 4.90 0.20 0.250 1.0 5.81 0.20 0.25#REF! #REF! #REF! 0.20 #REF!0 3.0 4.49 0.20 0.25

1.0 4.65 0.20 0.25SB-7 1.0 3.82 0.20 0.250 2.0 3.10 0.20 0.250 1.0 4.24 0.20 0.250 3.0 4.21 0.20 0.250 1.0 3.80 0.20 0.250 1.0 3.93 0.20 0.25SB-8 1.0 3.37 0.20 0.250 1.0 2.76 0.20 0.25SB-9 1.0 2.80 0.20 0.250 2.0 2.89 0.20 0.25SB-10 3.0 0.90 0.20 0.25#REF! #REF! #REF! 0.20 #REF!

3.0 0.58 0.20 0.250 2.0 1.50 0.20 0.250 1.0 3.93 0.20 0.250 1.0 3.83 0.20 0.25Beams in -Y- direction 0.0 0.00 0.20 0.75SB-1 10.0 7.25 0.20 0.25

#REF!

0

15 BRICK WORK ABOVE PLINTH LEVEL:200 MM THICK BRICK WORK

a. CM 1:6Ground Floor

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

Brickwork with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 25 kg/Sq.cm. & Water absorption not more than 15% in Ground Floor and First Floor main front and back walls,20cm thk.

#REF!

14.32

15.910.400.390.240.610.620.28

#REF!0.311.120.250.29

#REF!0.670.230.190.310.210.630.190.200.170.140.140.290.14

#REF!0.090.150.200.190.003.63

#REF!

#REF!

18.09

2.0 38.30 0.20 2.502.0 50.30 0.20 2.501.0 4.00 0.20 2.504.0 8.40 0.20 2.501.0 7.20 0.20 2.501.0 5.00 0.20 2.502.0 2.75 0.20 2.501.0 10.05 0.20 2.501.0 3.90 0.20 2.501.0 4.50 0.20 2.501.0 4.90 0.20 2.501.0 4.30 0.20 2.501.0 6.70 0.20 2.501.0 3.20 0.20 2.501.0 2.25 0.20 2.501.0 4.50 0.20 2.50

Water Cooler 1.0 1.50 0.20 2.501.0 2.80 0.20 2.50

Wash area 1.0 3.00 0.20 2.50

Projection of Windows & Vantilators for ElevationCoener Windows 2.0 4.25 0.20 2.50

2.0 2.80 0.20 2.50Window Projections 6.0 0.30 0.40 3.45

30.0 0.20 0.40 3.4530.0 0.20 0.10 3.4521.0 1.80 0.30 3.45

Deduction for opening in G.F. Windows, W-1 21.0 1.80 1.20 0.30 W-2 1.0 3.00 1.20 0.20 W-3 2.0 2.10 0.60 0.20 Vantilators, V-1 3.0 0.80 0.60 0.20 Doors, D-1 4.0 3.00 3.00 0.20 D-2 4.0 1.80 2.10 0.20 D-3 1.0 1.20 2.10 0.20 Opening 1.0 2.40 2.50 0.20 Fix window in service corridor 4.0 1.20 3.70 0.20

#REF!

0

First Floor

3.0 4.80 0.20 2.50

2.0 5.10 0.20 2.50

2.0 1.20 0.20 2.50

2.0 2.25 0.20 2.50

2.0 2.80 0.20 2.50

3.0 3.90 0.20 2.50

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

38.3050.302.0016.803.602.502.755.031.952.252.452.153.351.601.132.250.751.401.50

4.252.802.488.282.0739.12201.06

13.610.720.500.297.203.020.501.203.5530.60170.46151.76

18.70

7.20

5.10

1.20

2.25

2.80

5.85

2.0 6.70 0.20 2.50

1.0 1.50 0.20 2.50 Parapet Wall 1.0 127.60 0.20 1.00 Elevation projections 6.0 0.30 0.40 1.00

10.0 0.20 0.40 0.80

10.0 0.20 0.10 0.80

30.0 7.20 0.30 0.80

Deduction for opening in F.F. Windows, W-1 5.0 1.80 1.20 0.20 W-2 1.0 3.00 1.20 0.20 W-3 0.0 2.10 0.60 0.20 Vantilators, V-1 3.0 0.80 0.60 0.20 Doors, D-1 2.0 3.00 3.00 0.20 D-2 2.0 3.00 2.10 0.20 D-3 3.0 1.20 2.10 0.20

#REF!

0

Staff Rooms

Staff Rooms Parapet Wall, Second FloorParapet Wall 1.0 47.80 1.00 0.20

1.0 8.10 1.00 0.20

STAFF ROOMS, SECOND FLOOR NET BRICK WORK

16 EXTRA FOR BRICK WORK:

17 DOORS, WINDOWS AND VANTILATORS:

G. F. DOOR FRAMES: Doors, D-1 4.0 9.00 0.13 0.05 D-2 4.0 6.00 0.13 0.05 D-3 1.0 5.40 0.13 0.05

#REF!

0

STAFF ROOMS, F. F. DOOR FRAMES: Doors, D-1 2.0 9.00 0.13 0.05

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

Extra for brickwork in super structure in First Floor roof level ,20 cm thik. M3

Extra for brickwork in super structure in Second Floor roof level ,20 cm thik. M3

TEAK WOOD DOORS : Providing and fixing of Second quality teak wood frames and Shutters including making in all respect

M3

M3

M3

M3

M3

M3

6.70

0.75

25.52

0.72

0.64

0.16

51.84

110.73

2.16

0.72

0.00

0.29

3.60

2.52

1.51

10.8099.9321.27

4.25

74.41

9.561.6211.1811.18

74.41

11.18

0.230.150.03

0.32

0.09

0.11

D-2 2.0 7.20 0.13 0.05 D-3 3.0 5.40 0.13 0.05

DOOR SHUTTERS:

35mm thick shutters

G. F. DOOR SHUTTERS: Doors, D-1 4.0 2.85 2.93 D-2 4.0 1.65 2.03 D-3 1.0 1.05 2.03

#REF!

0

STAFF ROOMS, F. F. DOOR SHUTTERS: Doors, D-1 2.0 2.85 2.93 D-2 2.0 2.85 2.03 D-3 3.0 1.05 2.03

GROUND FLOOR Windows, W-1 21.0 1.80 1.20 W-2 1.0 3.00 1.20

#REF!

0

STAFF ROOMS, FIRST FLOOR Windows, W-1 5.0 1.80 1.20 W-2 1.0 3.00 1.20

G. F. VANTILATORS:

M3

M3

M3

Providing and fixing Water Proof flush door shutters decorative type core of block board construction with frame of Ist class hard wood & well matched teak ply veneering with vertical grains or cross bands & face veneer on both faces of the shutters, including M.S. butt hinges & screws, also providing lipping with teak wood battens 25mm depth on all edges of the shutters.

M2

M2

M2

M2

M2

M2 M2 M2 M2

ALLUMINIUM SECTION WINDOWS: Providing and fixing of Alluminium Section Window frames of Three track with powder coating and Glass panel of 5MM thick including making in all respect

M2 M2

M2

M2

M2 M2 M2

ALLUMINIUM SECTION VANTILATORS: Providing and fixing of Alluminium Section Vantilators frames of Single track with powder coating and Glass Louvers of 5MM thick including making in all respect

0.090.100.30

33.35

13.37

2.13

38.37

10.46

16.6711.546.3834.59

45.363.60

42.48

6.48

10.803.6014.40

W-3 2.0 2.10 0.60 Vantilators, V-1 3.0 0.80 0.60#REF!

STAFF ROOMS, F. F. VANTILATORS: W-3 0.0 2.10 0.60 Vantilators, V-1 3.0 0.80 0.60STAFF ROOMS, FIRST FLOOR

18 MS GRILLS AND RAILLING:

a. Plain grill for openings GROUND FLOOR Windows Windows, W-1 21.0 1.70 1.10 3.10 Kg W-2 1.0 2.90 1.10 3.10 Kg Vantilators W-3 2.0 2.10 0.60 2.25 Kg Vantilators, V-1 3.0 0.80 0.60 2.25 Kg

Kg

#REF! Kg

0 Kg

STAFF ROOMS, FIRST FLOOR Windows Windows, W-1 5.0 1.70 1.10 3.10 Kg W-2 1.0 2.90 1.10 3.10 Kg Vantilators W-3 0.0 2.10 0.60 2.25 Kg Vantilators, V-1 3.0 0.80 0.60 2.25 Kg STAFF ROOMS, FIRST FLOOR Kg

b. Plain raillings for stair case Ground Floor 2.0 9.40 0.85

First floor 1.0 6.80 0.90 Second floor 1.0 6.80 0.90

19 HARDWARE FITTINGS AND ACCESSORIES:GROUND FLOOR

Iron hold fast 22.0 6.00 Nos.5.0 4.00 Nos.

Nos.

125X85X5.50mm (Heavy type) 22.0 2.00 Nos.

M2 M2 M2

M2 M2 M2

Providing and fixing M.S. grills of required pattern in wooden frames windows, ventilators etc. with round headed bolts and nuts by screw etc.

M2

c. Ornamental design in elevation for windows(Corner) M2

M2

a. Providing 40X5 mm iron hold fasts 40cm. Long i/c. fixing to frame with 10mm dia both nuts and wooden plug and embedding in CC 30X10X15 cms (1:3:6)

b. Providing and fixing bright finished M.S. butt hinges with necessary screws etc. complete.

2.521.443.96

0.001.441.44

121.749.89

5.673.24

140.54

104.10

36.44

28.999.89

0.003.2442.11

15.98

6.126.12

132.0020.00152.00

44.00

100X50X5.50mm (Heavy type) 5.0 3.00 Nos.

100X10mm 22.0 1.00 Nos.75X8mm 5.0 1.00 Nos.

125mm 8.0 1.00 Nos.100mm 1.0 1.00 Nos.

300X16X5mm 9.0 1.00 Nos.

9.0 1.00 Nos.

9.0 2.00 Nos.STAFF ROOMS, FIRST FLOOR

Iron hold fast 7.0 6.00 Nos.

3.0 4.00 Nos.

Nos.

125X85X5.50mm (Heavy type) 7.0 2.00 Nos.100X50X5.50mm (Heavy type) 3.0 3.00 Nos.

100X10mm 7.0 1.00 Nos.75X8mm 3.0 1.00 Nos.

125mm 4.0 1.00 Nos.100mm 3.0 1.00 Nos.

300X16X5mm 7.0 1.00 Nos.

7.0 1.00 Nos.

7.0 2.00 Nos.

20 MAIN GATE:

c. Providing and fixing bright finished M.S. tower bolts (barrel type) with screws etc. complete.

d. Providing and fixing bright finished M.S. handles with screws etc. complete.

e. Providing and fixing bright finished M.S. door Mortice lock and latch including a pair of lever handles with screws etc. complete.

f. Providing and fixing Rubber buffers with screws etc. complete.

g. Providing and fixing Door stopper with screws etc. complete.








15.00

22.005.00

8.001.00

9.00

9.00

18.00

42.00

12.00

54.00

14.009.00

7.003.00

4.003.00

7.00

7.00

14.00

3.0 2.10 2.45

21 GLASS WORK:

GROUND FLOOR#REF! Fix window in service corridor 4.0 1.20 3.70

0 1.0 1.20 3.70

22 FLOORING WORK:(i) Terrace finishing with Water Profing material:

F.F. Terrace 1.0 7.63 58.20S.F. Terrace 1.0 12.50 1.50

#REF!

0

staff rooms Terrace

(ii) VITRIFIED FLOORING:

a. Ground Floor-1 Common Dining Hall 1.0 35.80 14.80 Skirting 1.0 97.60 0.30#REF!b. Ground Floor-2 VIP Dining Hall 1.0 9.20 7.40 Skirting 1.0 29.60 0.300

(iii) KOTA STONE FLOORING:

Providing and fixing MS Channel main gate having width 3.0M and 3.0 M height

M2

Providing and fixing of Alluminium Fix Window with 5MM thick Branded glass in all respect.

M2

M2

M2

25mm Cement concrete flooring 1:2:4 (1 Cement, 2 Sand, 4 Graded stone aggregates 12.5mm nominal sizeand W.P.Compound as specified) finished with floating coat of neat cement at terrace level with proper slope..

M2 M2

M2

M2

M2

12 mm thick Red ceramic rough tiles flooring over 30mm (average) thick base of cement mortar 1:6 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab i/c. rubbing and polishing complete.

M2 M2 M2

M2 M2 M2

Kota stone slabs 20mm thick in Risers and Treadsof steps, skirting dado in 12mm (average) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab i/c. rubbing and polishing complete.

15.44

17.76

17.76

4.44

444.0718.75

#REF!

#REF!

18.75

529.8429.28559.12

68.088.8876.96

a. Ground Floor-1 Gas Cylinder Store 1.0 2.30 6.80 Skirting 1.0 17.00 0.30 Kitchen 1.0 9.20 7.00 Skirting 1.0 24.60 0.30 Store-1 1.0 3.00 6.00 Skirting 1.0 16.80 0.30 Store-2 0.0 2.75 6.00 Skirting 0.0 16.30 0.30 Store-3 1.0 2.75 6.00 Skirting 1.0 16.30 0.30 Service Corridore 1.0 10.90 4.00 Skirting 1.0 26.80 0.30 Dish Washing 1.0 5.90 4.70 Skirting 1.0 17.60 0.30 Foyer 1.0 3.70 5.00 Skirting 1.0 12.60 0.30 Hand Washing 1.0 18.00 0.79 Skirting 1.0 33.97 0.30 VIP Entry 1.0 10.30 3.00 Skirting 1.0 23.00 0.30 General Entry 1.0 5.10 3.00 Skirting 1.0 12.60 0.30 Service Stair Case area 1.0 6.40 2.80 Skirting 1.0 14.80 0.30 Service Stair Case Treads 28.0 0.30 1.00 Risers 29.0 0.15 1.00 Landing 1.0 1.80 2.60 Skirting 1.0 19.70 0.12 Main Entrance Treads 5.0 0.30 3.00 Risers 6.0 0.15 3.00

#REF!

0

Extra for nosing in steps on treads of kota stone slab. 1.0 36.40 R.M.

b. Staff Rooms, First Floor Staff Room-1 1.0 4.70 4.50 Skirting 1.0 14.80 0.15

1.0 1.00 1.401.0 4.80 0.15

Staff Room-2 1.0 4.90 3.90 Skirting 1.0 14.00 0.15

1.0 1.10 1.701.0 5.60 0.15

KOTA SLONE MIRROR POLICE PLAT FORM:

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2

M2 M2 M2 M2

M2

M2 M2 M2 M2 M2 M2 M2 M2 M2

15.645.1064.407.3818.005.040.000.0016.504.8943.608.0427.735.2818.503.7814.1410.1930.906.9015.303.7817.924.44

8.404.354.682.36

4.502.70

374.45336.65

37.80

36.40

21.152.221.400.7219.112.101.870.8449.41

Ground Floor Kitchen 1.0 4.80 1.20

2.0 3.90 1.201.0 5.00 0.60

Store-1 2.0 5.00 0.60 Store 2.0 5.00 0.60 Store-3 1.0 4.60 0.60 Service Plat form 2.0 12.00 1.80 Gag Cylinder Room 1.0 2.60 0.80#REF!

Staff Rooms, First Floor Staff Room-1 1.0 2.60 0.60 Staff Room-2 1.0 3.95 0.60 Staff Rooms

(IV) GRANITE FLOORING: Ground Floor Kitchen/Pantry 1.0 3.40 1.20

1.0 2.60 0.301.0 2.20 0.402.0 1.20 1.40

Service Plat Form 1.0 1.40 4.80 Counter top Wash basin 1.0 3.40 0.60

1.0 2.85 0.601.0 0.60 1.201.0 0.10 2.851.0 0.10 3.405.0 0.40 1.501.0 2.20 2.80

#REF!Extra for nosing in granite top platform slab. 1.0 28.85 R.M.

(V) GLAZED TILES FLOORING: Ground Floor Above Kitchen Plat-Form 1.0 4.60 1.30

1.0 10.40 2.101.0 4.60 2.10

Dish Washing Area 2.0 4.70 2.102.0 2.90 2.10

Hand Washing Area 1.0 5.20 2.101.0 9.43 2.10

Common wash area4.0 4.80 2.101.0 12.80 1.202.0 3.40 2.10

#REF!

Staff Rooms, F. Floor Powder Room 1.0 12.40 2.10

1.0 12.70 2.102.0 5.75 2.101.0 9.80 2.10

M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2

M2 M2 M2 M2

M2 M2 M2 M2

5.769.363.006.006.002.7643.202.0878.16

1.562.373.93

4.080.780.883.366.722.041.710.720.290.343.006.1630.0828.85

5.9821.849.6619.7412.1810.9219.80

40.3215.3614.28170.08

26.0426.6724.1520.58

Staff Toilets

(VI) CERAMIC TILES FLOORING: Ground Floor Common wash area

4.0 1.20 1.201.0 1.20 5.401.0 1.20 1.201.0 1.80 1.501.0 2.50 5.40

#REF!

Staff Rooms, F. Floor Powder Room 1.0 7.45 4.70 Hand Wash 1.0 2.10 3.40Staff Toilets

M2

M2 M2 M2 M2 M2 M2

M2 M2 M2

97.44

5.766.481.442.7013.5029.88

35.027.1442.16

23 PLASTER WORK:a. 20MM thick cement plaster to uneven surface: In 1:6 CM Ground Floor Common Dining Hall 2.0 35.80 3.95

2.0 14.80 3.951.0 3.20 3.951.0 0.80 3.95

Store-1 2.0 6.00 3.952.0 3.00 3.95

Store 2.0 2.75 3.951.0 6.00 3.95

Store-3 2.0 2.75 3.952.0 6.00 3.95

Kitchen 1.0 9.20 3.952.0 7.00 3.95

Gas Cylinder Store 1.0 2.00 3.951.0 6.00 3.951.0 3.00 3.951.0 4.60 3.95

Dish Washing 1.0 5.90 3.951.0 4.70 3.95

Foyer 1.0 3.70 3.951.0 5.00 3.95

Hand Washing 1.0 9.43 3.951.0 7.40 3.951.0 6.90 3.952.0 5.80 3.952.0 9.40 3.952.0 3.40 3.95

VIP Dining Hall 1.0 9.20 3.951.0 7.40 3.95

VIP Entry 1.0 10.30 3.951.0 3.00 3.95

#REF!

0

Staff Rooms, First Floor Staff Room-1 2.0 4.60 3.30

2.0 4.50 3.30 Staff Room-2 2.0 5.15 3.30

2.0 4.70 3.30 Parapet Wall 1.0 21.90 1.00

1.0 25.60 1.001.0 4.00 1.001.0 9.43 1.00

Staff Rooms

Staff Rooms, Second Floor

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2

M2

M2 M2 M2 M2 M2 M2 M2 M2 M2

282.82116.9212.643.1647.4023.7021.7323.7021.7347.4036.3455.307.9023.7011.8518.1723.3118.5714.6219.7537.2429.2327.2645.8274.2626.8636.3429.2340.6911.85

1189.46

1071.35

118.10

30.3629.7033.9931.0221.9025.604.009.43

186.00

Parapet Wall 1.0 27.00 1.001.0 4.70 1.001.0 7.70 1.001.0 53.60 1.00

Staff Rooms

b. 12MM thick cement plaster to even surface: In 1:5 CM Ground Floor Common Dining Hall 2.0 35.80 3.30

2.0 14.80 3.301.0 3.20 3.301.0 0.80 3.30

Store-1 2.0 6.00 3.302.0 3.00 3.30

Store 2.0 2.75 3.301.0 6.00 3.30

Store-3 2.0 2.75 3.302.0 6.00 3.30

Kitchen 1.0 9.20 3.302.0 7.00 3.30

Gas Cylinder Store 1.0 2.00 3.301.0 6.00 3.301.0 3.00 3.301.0 4.60 3.30

Dish Washing 1.0 5.90 3.301.0 4.70 3.30

Foyer 1.0 3.70 3.301.0 5.00 3.30

Hand Washing 1.0 9.43 3.301.0 7.40 3.301.0 6.90 3.304.0 5.40 3.302.0 9.00 3.302.0 4.20 3.30

12.0 1.20 3.301.0 3.40 3.30

VIP Dining Hall 1.0 9.20 3.301.0 7.40 3.30

VIP Entry 1.0 10.30 3.301.0 3.00 3.30

#REF!

0

Staff Rooms, First Floor Staff Room-1 2.0 4.60 3.35

2.0 4.50 3.35 Staff Room-2 2.0 5.15 3.35

2.0 4.70 3.35

M2 M2 M2 M2 M2

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

M2

M2

M2 M2 M2 M2

27.004.707.7053.6093.00

236.2897.6810.562.6439.6019.8018.1519.8018.1539.6030.3646.206.6019.809.9015.1819.4715.5112.2116.5031.1124.4222.7771.2859.4027.7247.5211.2230.3624.4233.999.90

1088.10

989.43

98.67

30.8230.1534.5131.49

Parapet Wall 1.0 21.90 1.001.0 25.60 1.001.0 4.00 1.001.0 9.43 1.00

Staff Rooms

Staff Rooms, Second Floor Parapet Wall 1.0 27.00 1.00

1.0 4.70 1.001.0 7.70 1.001.0 53.60 1.00

Staff Rooms

c. 8MM thick cement plaster to ceiling: In 1:3 CM Ground Floor Common Dining Hall

1.0 41.20 52.201.0 5.45 19.351.0 10.70 3.861.0 14.60 28.201.0 9.33 24.201.0 2.76 4.700.0 14.20 4.001.0 1.40 3.531.0 5.40 4.301.0 2.50 5.401.0 1.50 1.80

Roof beams 7.0 1.50 52.201.0 1.50 41.20

VIP Dining Hall 1.0 9.20 7.40 VIP Entry 1.0 10.30 3.00

#REF!

0 Staff Room-1 1.0 4.60 4.50 Staff Room-2 1.0 5.15 4.70 Powder Room 1.0 7.45 4.70 Hand Wash 1.0 2.10 3.40

Staff Rooms, First Floor 1.0 #REF! 12.45

a. In two coat12.0 1.80 R.M.12.0 1.30 R.M.

R.M.24 PAINTING WORK:

GROUND FLOOR

M2 M2 M2 M2 M2

M2 M2 M2 M2 M2


M2

M2 M2 M2 M2 M2 M2

M2 Extra for plastering done on mouldings cornices or architraves including neat finish to line and level.

21.9025.604.009.43

187.89

27.004.707.7053.6093.00

2150.64105.4641.30411.72225.6712.970.004.9423.2213.502.70

548.1061.8068.0830.90

3701.00

3602.02

98.9820.7024.2135.027.1487.06

#REF!

21.6015.6037.20

#REF!0

#REF!0

#REF!0

#REF!0

a. White washing on new work (three or more coats) to give an even shade with white Cement.

M2 M2

b. Acrylic Emlusion paint (two or more coats) with oil bound washable of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade including three coat of Putty with rubbing and touching etc. complete in all respect.

M2 M2

c. Distempering (two or more coats) with oil bound washable distemper of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade.

M2 M2

d. Painting (two or more coats) with synthetic enamel paint on Windows and Vantilators grill, Main gate, Stair case railling and Balcony railling etc. work over and i/c. an under coat of suitable shade with priming coat to give an even shade.

M2 M2

3602.0298.98

989.4398.67

1071.35118.10

104.9019.08

STAFF ROOMS, FIRST FLOOR

STAFF ROOMS, SECOND FLOOR

a. White washing on new work (three or more coats) to give an even shade with white Cement. M2

b. Acrylic Emlusion paint (two or more coats) with oil bound washable of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade including three coat of Putty with rubbing and touching etc. complete in all respect. M2

c. Distempering (two or more coats) with oil bound washable distemper of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade. M2

d. Painting (two or more coats) with synthetic enamel paint on Windows and Vantilators grill, Main gate, Stair case railling and Balcony railling etc. work over and i/c. an under coat of suitable shade with priming coat to give an even shade. M2

a. Distempering (two or more coats) with oil bound washable distemper of required shade on new work over over and i/c. a priming coat with cement primer to give an even shade. M2

#REF!

187.89

279.00

28.08

186.00

ABSTRACT SHEET OF ESTIMATE OF PROPOSED CONSTRUCTION OF COMMERCIAL BUILDING ON PLOT NO………KHANDWA ROAD, INDOREDISTRICT-INDORE, (M.P.)

B/TO :- AKVN INDORE

FOR :Nine Squares Architects Pvt. Ltd., LG 24-25,BCM Heights, Bombay Hospital Link Road, Indore

MAIN COMMERCIAL BUILDING

A BOQ OF MAIN BUILDING

WORK UP TO PLINTH LEVEL

S.No. Particular of Item. Quantity Unit Rate Amount

1 PLOT CLEANING AND LEVELLING WORK:1.1

Main building: In ordinary soil. 1152.00 Rs.4.14 Rs.4,769.28 Road area: In ordinary soil. 144.00 Rs.4.14 Rs.596.16

1.2

Main building: In ordinary soil. 1152.00 Rs.2.13 Rs.2,453.76 Road area: In ordinary soil. 144.00 Rs.2.13 Rs.306.72

2 EXCAVATION WORK:

2.2 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

M2 M2

2.3 : Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.

M2 M2

A. In Black Cotton Soil. 7180.88 Rs.129.00 Rs.926,334.04B. In selected Soil. 3122.98 Rs.129.00 Rs.402,864.68

3

3.1 2.20.1 : Depth not exceeding 1.5 m. 2182.08 Rs.59.00 Rs.128,742.723.2 2.20.2 : Depth exceeding 1.5 m but not exceeding 3 m. 2182.08 Rs.62.00 Rs.135,288.96

3.3 2.20.3 : Depth exceeding 3 m but not exceeding 4.5 m. 2182.08 Rs.66.00 Rs.144,017.28

4

2.26.1 : All kinds of soil.2.26.1.1 : Depth exceeding 1.5 m but not exceeding 3 m. 3219.96 Rs.30.00 Rs.96,598.742.26.1.2 : Depth exceeding 3 m but not exceeding 4.5 m. 3219.96 Rs.60.00 Rs.193,197.49

5


M3

M3

2.20 : Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):

M2 M2

M2

2.26 : Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means)

M3

M3


#REF!

#REF! #REF! Rs.60.00 #REF!#REF! #REF! Rs.50.00 #REF!

#REF! #REF!#REF!

#REF! Rs.325.00 #REF!

#REF! #REF!#REF!

#REF! #REF! #REF! Rs.500.00 #REF!#REF! #REF! No. Rs.450.00 #REF!

9

M3

M3

M3

P.C.C. WORK: In foundation and up to Stilt Parking Floor Level.

P.C.C. Work grade M-10 550.31 Rs.3,300.00 Rs.1,816,012.94

10

#REF! Rs.5,300.00 #REF!

#REF! #REF!

4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

M3

R.C.C. WORK- M:30 UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL): + 0.15MT5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering,

M3

#REF!

3256.10 Rs.6,085.00 Rs.19,813,398.01


3716.26 Rs.290.00 Rs.1,077,716.27

12 D.P.C. WORK:

65.01 Rs.415.00 Rs.26,977.4911 BRICK WORK UPTO PLINTH LEVEL:

M3


M2


M2

a. CM 1:8, Laying for beam bottom #REF! Rs.4,280.00 #REF!b. CM 1:6, Above Plinth beam and upto Plinth Level

#REF! Rs.4,855.00 #REF!

12 REINFORCEMENT UPTO PLINTH LEVEL:(i). REINFORCEMENT AS PER;

#REF! Kg Rs.57.00 #REF!(ii). REINFORCEMENT AS PER;#REF! #REF! Kg Rs.57.00 #REF!

TOTAL WORK UPTO PLINTH LEVEL: #REF!

WORK OF GROUND FLOOR

1


M3

M3



1416.13 Rs.6,085.00 Rs.8,617,166.46



530.00 Rs.310.00 Rs.164,300.00

1189.48 Rs.375.00 Rs.446,056.13




5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts. M2 5.9.5 : Lintels, beams, girders, bressumers and cantilevers. M2

454.01 Rs.375.00 Rs.170,252.63

3 REINFORCEMENT:

A. STILT PARKING FLOOR: #REF! Kg Rs.57.00 #REF!


173.02 Rs.4,855.00 Rs.840,029.90


G. F. DOOR FRAMES: 0.32 Rs.142,000.00 Rs.45,262.50DOOR SHUTTERS: 38.37 Rs.3,450.00 Rs.132,389.44

5.9.3 : Suspended floors, roofs, landings, balconies and access platform. M2



M3


M3

M2

42.48 Rs.3,135.00 Rs.133,174.80

3.96 Rs.3,380.00 Rs.13,384.80


a. Plain grill for openings 104.10 Kg Rs.95.00 Rs.9,889.57b. Plain raillings for stair case 15.98 Rs.3,510.00 Rs.56,089.80c. Ornamental design in elevation for windows(Corner)

6.12 Rs.4,280.00 Rs.26,193.60

7 HARDWARE FITTINGS AND ACCESSORIES:

Iron hold fast 132.00 Nos Rs.25.00 Rs.3,300.00


M2


M2


M2

M2


125X85X5.50mm (Heavy type) 44.00 Nos Rs.45.00 Rs.1,980.00100X50X5.50mm (Heavy type) 15.00 Nos Rs.30.00 Rs.450.00

100X10mm 22.00 Nos Rs.70.00 Rs.1,540.0075X8mm 5.00 Nos Rs.60.00 Rs.300.00

125mm 8.00 Nos Rs.270.00 Rs.2,160.00100mm 1.00 Nos Rs.220.00 Rs.220.00

300X16X5mm 9.00 Nos Rs.1,250.00 Rs.11,250.00

9.00 Nos Rs.55.00 Rs.495.00

18.00 Nos Rs.20.00 Rs.360.00

8 MAIN GATE:








15.44 Rs.2,480.00 Rs.38,278.80

9 GLASS WORK:

Fix window in service corridor 17.76 Rs.2,250.00 Rs.39,960.00

10 FLOORING WORK:(i) Terrace finishing with Water Profing material:

#REF! Rs.415.00 #REF!

(ii) VITRIFIED FLOORING: 559.12 Rs.1,050.00 Rs.587,076.00

(iii) KOTA STONE FLOORING: 336.65 Rs.810.00 Rs.272,685.11

Extra for nosing in steps on treads of kota stone slab.36.40 R.M. Rs.255.00 Rs.9,282.00

KOTA SLONE MIRROR POLICE PLAT FORM:78.16 Rs.1,155.00 Rs.90,274.80

(IV) GRANITE FLOORING: 30.08 Rs.4,230.00 Rs.127,217.25

Extra for nosing in granite top platform slab. 28.85 R.Mt. Rs.435.00 Rs.12,549.75

(V) GLAZED TILES FLOORING: 170.08 Rs.855.00 Rs.145,418.40

M2


M2

M2

M2

M2

M2

M2

M2

(VI) CERAMIC TILES FLOORING: 29.88 Rs.765.00 Rs.22,858.20

11 PLASTER WORK:a. 20MM thick cement plaster to uneven surface:

In 1:6 CM Ground Floor 1071.35 Rs.295.00 Rs.316,049.09

b. 12MM thick cement plaster to even surface: In 1:5 CM Ground Floor 989.43 Rs.270.00 Rs.267,147.26

c. 8MM thick cement plaster to ceiling: In 1:3 CM Ground Floor 3602.02 Rs.265.00 Rs.954,534.90

a. In two coat 37.20 R.M. Rs.280.00 Rs.10,416.00

12 PAINTING WORK:

3602.02 Rs.55.00 Rs.198,111.02

M2

M2

M2

M2

Extra for plastering done on mouldings cornices or architraves including neat finish to line and level.


M2

989.43 Rs.110.00 Rs.108,837.77

1071.35 Rs.85.00 Rs.91,064.99

104.90 Rs.255.00 Rs.26,749.50TOTAL GROUND FLOOR : #REF!

GRAND TOTAL OF GENERAL CANTEEN WORK #REF!

B BOQ OIF V.I.P. CANTEEN WORK

WORK UP TO PLINTH LEVEL


M2


M2


M2

S.No. Particular of Item. Quantity Unit Rate Amount

1 PLOT CLEANING AND LEVELLING WORK:

Main building: In ordinary soil. 144.00 Rs.140.00 Rs.20,160.00

2 EXCAVATION WORK:

A. In Black Cotton Soil. #REF! Rs.140.00 #REF!B. In selected Soil. #REF! Rs.160.00 #REF!

5

#REF!#REF! #REF! Rs.60.00 #REF!#REF! #REF! Rs.50.00 #REF!

#REF! #REF!#REF!

2.2 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. M2


M2 M2


M3

M3

#REF! Rs.325.00 #REF!

#REF! #REF!#REF!#REF! #REF! #REF! Rs.500.00 #REF!#REF! #REF! No. Rs.450.00 #REF!

9

P.C.C. Work grade M-10 #REF! Rs.3,300.00 #REF!

10

#REF! Rs.5,300.00 #REF!

#REF! #REF!

M3

P.C.C. WORK: In foundation and up to Stilt Parking Floor Level.4.1 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

M3

R.C.C. WORK- M:30 UPTO STILT PARKING FLOOR LEVEL (PLINTH LEVEL): + 0.15MT5.31 : Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering,

M3

#REF!

#REF! Rs.6,085.00 #REF!


#REF! Rs.290.00 #REF!

12 D.P.C. WORK:

5.23 Rs.415.00 Rs.2,170.4511 BRICK WORK UPTO PLINTH LEVEL:

M3


M2


M2

a. CM 1:8, Laying for beam bottom 14.32 Rs.4,280.00 Rs.61,285.32b. CM 1:6, Above Plinth beam and upto Plinth Level 18.09 Rs.4,855.00 Rs.87,828.16

12 REINFORCEMENT UPTO PLINTH LEVEL:(i). REINFORCEMENT AS PER;

3937.71 Kg Rs.57.00 Rs.224,449.19(ii). REINFORCEMENT AS PER;#REF! #REF! Kg Rs.57.00 #REF!

TOTAL WORK UPTO PLINTH LEVEL: #REF!

WORK OF GROUND FLOOR

1


M3

M3



#REF! Rs.6,085.00 #REF!



#REF! Rs.310.00 #REF!

428.72 Rs.375.00 Rs.160,768.25




5.9.6 : Columns, Pillars, Piers, Abutments, Posts and Struts.

M2 5.9.3 : Suspended floors, roofs, landings, balconies and access platform. M2

3 REINFORCEMENT:

A. STILT PARKING FLOOR: #REF! Kg Rs.57.00 #REF!


22.95 Rs.4,855.00 Rs.111,438.43


G. F. DOOR FRAMES: 0.09 Rs.142,000.00 Rs.12,780.00DOOR SHUTTERS: 10.46 Rs.3,450.00 Rs.36,095.63

6.48 Rs.3,135.00 Rs.20,314.80



M3


M3

M2


M2


a. Plain grill for openings 36.44 Kg Rs.95.00 Rs.3,461.35b. Plain raillings for stair case 0.00 Rs.3,510.00 Rs.0.00c. Ornamental design in elevation for windows(Corner) 0.00 Rs.4,280.00 Rs.0.00


Iron hold fast 2.00 Nos Rs.25.00 Rs.50.00

125X85X5.50mm (Heavy type) 4.00 Nos Rs.45.00 Rs.180.00100X50X5.50mm (Heavy type) 2.00 Nos Rs.30.00 Rs.60.00

100X10mm 6.00 Nos Rs.70.00 Rs.420.0075X8mm 3.00 Nos Rs.60.00 Rs.180.00

Common wash area 1.00 Nos Rs.270.00 Rs.270.00100mm 1.00 Nos Rs.220.00 Rs.220.00


M2 M2






300X16X5mm 2.00 Nos Rs.1,250.00 Rs.2,500.00

1.00 Nos Rs.55.00 Rs.55.00

1.00 Nos Rs.20.00 Rs.20.00

8 MAIN GATE:

0.00 Rs.2,480.00 Rs.0.00

9 GLASS WORK:

Fix window in service corridor 4.44 Rs.2,250.00 Rs.9,990.00

10 FLOORING WORK:(i) Terrace finishing with Water Profing material: #REF! Rs.415.00 #REF!

(ii) VITRIFIED FLOORING: 76.96 Rs.1,050.00 Rs.80,808.00

(iii) KOTA STONE FLOORING: 37.80 Rs.810.00 Rs.30,618.00

11 PLASTER WORK:a. 20MM thick cement plaster to uneven surface: In 1:6 CM




M2


M2

M2

M2

M2

Ground Floor 118.10 Rs.295.00 Rs.34,840.98

b. 12MM thick cement plaster to even surface: In 1:5 CM


c. 8MM thick cement plaster to ceiling:

In 1:3 CM


12 PAINTING WORK:

98.98 Rs.55.00 Rs.5,443.90

98.67 Rs.110.00 Rs.10,853.70

M2

M2

M2


M2


M2

118.10 Rs.85.00 Rs.10,038.93

19.08 Rs.255.00 Rs.4,865.40TOTAL GROUND FLOOR : #REF!

GRAND TOTAL OF V.I.P. CANTEEN WORK #REF!

C STAFF ROOMS WORK BOQ

1


M2


M2


TOTAL R.C.C. M:30 #REF! Rs.6,085.00 #REF!

EXTRA FOR R.C.C. #REF! 5% #REF!


B. PODIUM FLOOR :TOTAL F.F. R.C.C. M:30, GENERAL SHUTTERING

#REF! Rs.310.00 #REF!

20.16 Rs.375.00 Rs.7,560.00


M3

M3


M2 TOTAL F.F. R.C.C. M:30, WHEATHER SHED SHUTTERING M2

3 REINFORCEMENT:

B. PODIUM FLOOR : 20670.01 Kg Rs.57.00 Rs.1,178,190.68EXTRA FOR F.F. WORK 20670.01 Kg 5% Rs.58,909.53

4 200 MM THICK BRICK WORK

85.59 Rs.4,855.00 Rs.415,539.45

74.41 5% Rs.20,776.97

11.18 5% Rs.1,038.85


STAFF ROOMS, F. F. DOOR FRAMES: 0.30 Rs.142,000.00 Rs.43,132.50STAFF ROOMS, F. F. DOOR SHUTTERS: 34.59 Rs.3,450.00 Rs.119,348.44



M3

Extra for brickwork in super structure in First Floor roof level ,20 cm thik. M3

Extra for brickwork in super structure in Second Floor roof level ,20 cm thik. M3


M3

M2

14.40 Rs.3,135.00 Rs.45,144.00

1.44 Rs.3,380.00 Rs.4,867.20


a. Plain grill for openings 42.11 Kg Rs.95.00 Rs.4,000.83b. Plain raillings for stair case 0.00 Rs.3,510.00 Rs.0.00c. Ornamental design in elevation for windows(Corner) 6.12 Rs.4,280.00 Rs.26,193.60


Iron hold fast 54.00 Nos Rs.25.00 Rs.1,350.00


M2


M2


M2 M2


125X85X5.50mm (Heavy type) 14.00 Nos Rs.45.00 Rs.630.00100X50X5.50mm (Heavy type) 9.00 Nos Rs.30.00 Rs.270.00

100X10mm 7.00 Nos Rs.70.00 Rs.490.0075X8mm 3.00 Nos Rs.60.00 Rs.180.00

125mm 4.00 Nos Rs.270.00 Rs.1,080.00100mm 3.00 Nos Rs.220.00 Rs.660.00

300X16X5mm 7.00 Nos Rs.1,250.00 Rs.8,750.00

7.00 Nos Rs.55.00 Rs.385.00

14.00 Nos Rs.20.00 Rs.280.00

8 GLASS WORK:

Fix window in service corridor Rs.2,250.00 Rs.0.00








M2

9 FLOORING WORK:

(i) Terrace finishing with Water Profing material:18.75 Rs.2,250.00 Rs.42,187.50

(iii) KOTA STONE FLOORING:49.41 Rs.810.00 Rs.40,022.10

KOTA SLONE MIRROR POLICE PLAT FORM: 3.93 Rs.1,155.00 Rs.4,539.15

(V) GLAZED TILES FLOORING: 97.44 Rs.855.00 Rs.83,311.20

(VI) CERAMIC TILES FLOORING: 42.16 Rs.765.00 Rs.32,248.58

10 PLASTER WORK:a. 20MM thick cement plaster to uneven surface: In 1:6 CM Staff Rooms, First Floor 279.00 Rs.295.00 Rs.82,304.58

b. 12MM thick cement plaster to even surface: In 1:5 CM Staff Rooms, First Floor 191.67 Rs.270.00 Rs.51,750.90

c. 8MM thick cement plaster to ceiling: In 1:3 CM

87.06 Rs.265.00 Rs.23,070.90

11 PAINTING WORK:

M2

M2 M2

M2

M2

M2

M2

M2


#REF! Rs.55.00 #REF!

187.89 Rs.110.00 Rs.20,668.29

279.00 Rs.85.00 Rs.23,714.88

28.08 Rs.255.00 Rs.7,160.40STAFF ROOMS WORK : #REF!

BOQ OF GENERAL CANTEEN #REF!

BOQ OF V.I.P. CANTEEN #REF!

STAFF ROOM #REF!

TOTAL #REF!

GENERAL ELECTRICAL WORK 4.5% #REF!

M2


M2


M2 d. Painting (two or more coats) with synthetic enamel paint on Windows and Vantilators grill, Main gate, Stair case railling and Balcony railling etc. work over and i/c. an under coat of suitable shade with priming coat to give an even shade. M2

WATER SUPPLY & SANITORY WORK 2.5% #REF!

GRAND TOTAL #REF!

Commercial Building Estimate BOQ

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