Bill of Material for Foundation

8/2/2019 Bill of Material for Foundation

1/8

Qty Rate Unit Amount

1 Soil investigation 30 2850 m 85500

2 Earthwork excavation incl blasting 1000 225 cum 225000 3

3 Supply for PCC M25 25 4400 cum 110000

4 Labour for PCC M25 25 300 cum 7500 1

5 Labour for steel reinforcement 49 5500 MT 269500 5

6 Supply of Fe500 steel 49 46000 MT 2254000

7 Supply of RCC M37 438 4910 cum 2150580

8 Labour for RCC M37 438 250 cum 109500 2

9 Shuttering 92 275 sqm 25300 1

10 PVC conduit placing LS 17500

11 Curing LS 12000

12 Backfilling 480 100 cum 48000

13 Re Engg, if any LS

14 Hard topping LS

15 Leveling, re vegetation etc LS

16 Supervision, Materials testing, LS 35000

Embed placing, Safety, overhead etc

0

17 High resistance grouting

5349380 12

Cost Saving with anchor bolt foundation = 4.40 LEffective working days with anchor bolt foundation = 6 days more than embed foundatio

FOUNDATION COST DIFFERENECE ANALYSI

S.No Work description

Embed section foundationNo of Days

Say Rs.53.50L

Total Cost =


2/8

Qty Rate Unit Amount

30 2850 m 85500

1400 225 cum 315000 4

27 4400 cum 118800

27 300 cum 8100 1

55 5500 MT 302500 8

55 46000 MT 2530000

226 4910 cum 1109660

226 300 cum 67800 3

160 450 sqm 72000 2

15000

20000

1145 150 171750

LS 35000

LS 60000

4911110 18

(Approx)

Total cost =

S

No of Days

Say Rs.49.10L

Anchor bolt foundation (Approx)


3/8

S.NOPosition

NoDescription

Diameter of

Rebar (mm)

Length

(mm)

Nos of

Rods

As per

Drawing

Qty as per

Drawings

Qty as

per ManualUnits

2

Supporting Bars

Connection

System with tower

0 0 0 29.92 29.92 Kg

3.1 Type

Reiniforcement25 2370 296 2700.86 2706.65 Kg

3.2 Type

Reiniforcement20 2310 296 1688.88 1688.40 Kg

4.1Star Reinforcement

in Walls32 8360 8 422.01 422.77 Kg

4.2Star Reinforcement

in Walls25 7370 8 227.00 227.48 Kg

5.1Circular Type

Reinforcement20 6390 8 126.27 126.23 Kg

5.2Circular Type

Reinforcement 20 7900 8 156.10 156.06 Kg

5.3Circular Type


6 Cleaning Concrete 0 0 0 26.88 26.88 m3

7 Structural Concrete 0 0 0 213.74 213.74 m3

8Structural Concrete

In the Last 0.3 Mts0 0 0 11.29 11.29 m

3

9 Pipes for cables

10 ElectricalEarthing Rods

20 750 4 15.00 11.29 Kg

11 Ducting Prism

12.1

Slab Basic Lower

Reinforcement 1

( A+B)

25 8300 40 1293.60 1293.60 Kg

12.2

Slab Basic Lower

Reinforcement 2

( A+B)

25 12000 146 6745.20 6759.69 Kg

12.3

Slab Basic Lower

Reinforcement 3

( A+B)

25 5415 148 3085.47 3092.09 Kg

13

Slab Additional Lower

Reinforcement 1

( A+B+C+D)

25 8150 192 6024.48 6037.42 Kg

14


Reinforcement 2

( A+B+C+D)

25 3730 160 2450.44 2450.44 Kg

15


Reinforcement 3

( A+B+C+D)

25 3625 80 1121.12 1121.12 Kg

ANCHOR BOLT FOUNDATION BILL OF MATERIAL

3

4

5

12.1


4/8

S.NOPosition

NoDescription

Diameter of

Rebar (mm)

Length

(mm)

Nos of

Rods

As per

Drawing

Qty as per

Drawings

Qty as

per ManualUnits


16 16.1

Slab Basic

Upper

Reinforcement 1( E+F)

25 8300 40 1293.60 1293.60 Kg

16.2

Slab Basic

Upper

Reinforcement 2

( E+F)

25 12000 146 6745.20 6759.69 Kg

16.3

Slab Basic

Upper

Reinforcement 3

( E+F)

25 6055 148 3450.14 3457.55 Kg

17Slab Additional


18.1Flexural

Reinforcement

of Walls ( A1)

25 3010 112 1330.25 1330.25 Kg

18.2

Flexural

Reinforcement

of Walls ( A1 4B-1)

20 4250 64 696.34 696.34 Kg

18.3

Flexural

Reinforcement of

walls

16 5670 64 594.59 594.59 Kg

18.4

Flexural

Reinforcement of

walls

16 6870 16 174.94 173.71 Kg

19Shear Reinforcement

of Walls

20 2587.5 704 4499.35 4498.06 Kg

20Pedestal


21

Principal

Reinforcement

in PCB Ext.Neck

16 5370 74 627.86 628.00 Kg

22.1Angular Upper rings

in Pedestal Ext Neck16 7483 2 23.65 23.65 Kg







23Lateral Rings

in Ped.Neck16 8860 36 503.96 504.07 Kg

24.1a

Slab Shear

Reinforcement

Zone 1

14 3940 16 98.35 98.35 Kg

24.1b

Slab Shear

Reinforcement

Zone 1

14 5290 64 305.11 409.64 Kg

16

18

22

24


5/8

S.NOPosition

NoDescription

Diameter of

Rebar (mm)

Length

(mm)

Nos of

Rods

As per

Drawing

Qty as per

Drawings

Qty as

per ManualUnits


24.2

Slab Shear

Reinforcement

Zone 2

12 3990 240 852.27 851.25 Kg

25

Upper Interface

Radial

Reinforcement

25 2060 222 1760.68 1764.46 Kg

26 26.1

Upper Interface

Circular

Reinforcement

20 6250 6 92.63 92.60 Kg

26.2

Upper Interface

Circular

Reinforcement

20 7200 6 106.71 106.67 Kg

26.3

Upper Interface

Circular

Reinforcement

20 8150 6 120.78 120.75 Kg

26.4

Upper Interface

Circular

Reinforcement

20 8915 6 132.12 132.08 Kg

1.1Bars of 36 Dia with

threaded ends36 3750 148 4435.00 4440.28 Kg

1.4Lower Anchorage

Flange1643.00 1643.00 Kg

1.5Upper Anchorage

Template

947.00 947.00 Kg

1.6 Tower Bottom Flange 2513.00 2513.00 Kg

1.9Hight Resistance

Grout0.28 0.28 m

3

50329.08 50521.60 Kg

9538.00 9543.28 Kg

251.91 251.91 m3

0.28 0.28 m

3

Comments :

Qty of High Resistance Grout

Summary

Qty of Steel

Qty of Anchore Bolts

Qty of Concrete

DETAILS OF ANCHOR ROD


6/8


7/8

S.N

Positio

n

No

Description

Diameter

of

Rebar

(mm)

Length

(mm)

Nos of

Rods

As per

Drawing

Qty as per

Drawings

Qty as

per ManualUnits

EMBEDDED SECTION FOUNDATION BILL OF MATERIAL

21 23 UpperReinforcements

( Central to Sides T1)

25 5580 12 258 258.35 Kg

22 24

Upper

Reinforcements


25 5720 8 176.3 176.55 Kg

23 25

Upper

Reinforcements


25 5960 8 183.7 183.96 Kg

24 26

Upper

Reinforcements( Central to Sides T4)

25 6380 8 196.92 196.93 Kg

25 27

Upper

Reinforcements


25 7070 4 109.12 109.11 Kg

26 28

Upper

Reinforcements

(Central - T1)

25 3490 12 161.58 161.58 Kg

27 29

Upper

Reinforcements

Central - T2

25 3630 8 112.04 112.04 Kg

28 30

Upper

Reinforcements

(Central - T3)

25 3865 8 119.3 119.30 Kg

29 31

Upper

Reinforcements

(Central - T4)

25 4290 8 132.43 132.42 Kg

30 32

Upper

Reinforcements

(Central - T5)

25 4980 4 76.86 76.86 Kg

31 33L Reinforcement

Inside the Pedestal20 2275 68 381.9 382.00 Kg

32 34

Rings of Central

Reinforcements of

Pedestal

20 10950 3 81.17 81.12 Kg

33 35 Upper Reinforcementof Pedestal - T1 20 1900 8 37.53 37.53 Kg

34 36Upper Reinforcement

of Pedestal - T220 2490 12 73.78 73.78 Kg

35 37Upper Reinforcement

of Pedestal - T320 3090 18 137.34 137.34 Kg

36 38

Principal

Reinforcements in

Ext Neck of Pedestal

16 2095 102 337.7 337.70 Kg

37 39Rings in Exterior

Neck of Pedestal16 12000 7 132.75 132.75 Kg


8/8

S.N

Positio

n

No

Description

Diameter

of

Rebar

(mm)

Length

(mm)

Nos of

Rods

As per

Drawing

Qty as per

Drawings

Qty as

per ManualUnits

EMBEDDED SECTION FOUNDATION BILL OF MATERIAL

38 40

Auxillary Reinf Int.

Ring Ext . NeckPedestal

16 1750 1 2.765 2.77 Kg

39 41

Auxillary Reinf Mid.

Ring Ext . Neck

Pedestal

16 2170 1 3.43 3.43 Kg

40 42

Auxillary Reinf Ext.

Ring Ext . Neck

Pedestal

16 2600 1 4.11 4.11 Kg

41 43

Contour

Auxil.Reinforcing

Neck Ped

16 2750 4 17.38 17.38 Kg

1 261 261.00 Kg

2 12108 12108.00 Kg

57273.21 57337.94 Kg

12369.00 12369.00 Kg

414.00 414.00 m3

Comments :

Foundation Levelling System

Foundation section

DM 3740 T40 1288 M42

Summary

Qty of Steel

Qty of Anchore Bolts

Qty of Concrete

EMBED SECTION DETAILS

Bill of Material for Foundation

Documents

Transcript of Bill of Material for Foundation