Project Cost estimation

7/29/2019 Project Cost estimation

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DETAILED SHEET OF ESTIMATE OF PROPOSED CONSTRUCTION OF AGRICLUTURAL PRODUCE

WARE-HOUSES, AT VARIOUS LOCATIONS IN MADHYA PRADESH

B/TO:- Mr. ANOOP GOEL (AGRAWAL)

S/O:- Shree DINESH AGRAWAL

Ku. NEHA GOEL (AGRAWAL)

D/O :- Shree DINESH AGRAWAL

FOR : G.G.REALESTATE Pvt. Ltd.

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

1 PLOT CLEANING AND LEVELLING

Surface dressing of the ground i/c

removing vegetation and inequalities not

exceeding 15 cm. deep and disposal of

a. In ordinary soil. 1.0 176.00 211.42 M2 6201.65

2 EXCAVATION WORK:

UNDER GROUND WATER TANK, D.G. ROOM, WEIGH BRIDGE, COMPOUND WALL

WAREHOUSE BUILDING, MAIN GATE, SECURITY ROOM, TOILET BLOCK, SEPTIC TANK,

AND INTERNAL ROAD


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Earthwork in excavation in foundation

trench (not exceeding 1.50m. in width or

10.0 sqm. in Plan) including dressing of

side and ramming of bottoms, lift upto

1.50m. including getting out the excavated

soil and disposal of surplus excavated soil

as directed within a lead of 50.0m.

A. In ordinary soil.a. Warehouse Footings

F-1 4.0 2.40 3.00 2.60 M3 74.88

F-2 12.0 1.80 3.00 2.60 M3 168.48

F-3 12.0 2.00 3.00 2.60 M3 187.20

F-4 16.0 1.80 2.60 2.60 M3 194.69

b. Septic Tank 1.0 2.10 3.00 2.60 M3 16.38

c. Under Ground Water Tank 1.0 2.00 2.80 2.60 M3 14.56

d. Pile Work

C-5, 300mm. dia piles. 54.0 2.60 0.09 0.79 M3 9.93

Pile Bulbs 54.0 0.70 0.20 0.79 M3 5.94

e. Drainage work

I/C Chambers

I/C-1 3.0 1.00 1.00 0.40 M3 1.20

I/C-2 2.0 1.00 1.20 0.60 M3 1.44

Drainage Line

DL-1 1.0 4.23 0.80 0.60 M3 2.03

DL-2 1.0 13.68 0.80 0.80 M3 8.76

DL-3 1.0 2.40 0.80 0.50 M3 0.96

DL-4 1.0 2.90 0.80 0.50 M3 1.16

M3 687.60

B. In hard soil.

a. Warehouse Footings

F-1 4.0 2.40 3.00 0.60 M3 17.28

F-2 12.0 1.80 3.00 0.60 M3 38.88

F-3 12.0 2.00 3.00 0.60 M3 43.20F-4 16.0 1.80 2.60 0.60 M

3 44.93

b. Septic Tank 1.0 2.10 3.00 0.60 M3 3.78


d. Pile Work

C-5, 300mm. dia piles. 54.0 0.60 0.09 0.79 M3 2.29

M3 153.72

C. DISPOSAL OF EXCAVATED BLACK

COTTON SOIL UPTI 1K.M. LEAD AND M3 687.60

3 FILLING WITH SAME HARD SOIL:

Filling available excavated earth

(excluding rock) in trenches, plinth, sides

of foundation etc. in layers not exceeding

20 cms. in depth consolidating Nos.

deposited layer by ramming and watering

lead upto 50.0m. and lift upto 1.50m.

Total excavation as per Item No 2-B M3 153.72

4 PLINTH FILLING :


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Filling in plinth and Foundation Pits with

sand / Crusher stone dust/ Murrum under

floor including watering , ramming,

consolidating & dressing complete.

A. FILLING UPTO N.G.L.

Total excavation as per Item No 2 M3 841.32

Deduction of Item no. 2-B M3 -153.72

Deduction of P.C.C. M3 -22.78

Deduction of R.C.C. Footings M3 -61.28

Deduction of R.C.C. Columns M3 -29.38

Deduction of R.C.C. of Under Ground

M

3 -5.70

Deduction of R.C.C. of Under Ground

M

3 -3.99

Deduction of R.C.C. Chambers and

Deduction of R.C.C. Drainage Line M3 -2.34

NET FILLING UPTO N.G.L. M3 562.12

B. FILLING ABOVE N.G.L. UPTO

1.0 73.00 53.50 0.80 M3

3124.40Total murrum filling M

3 3686.52

5 PILE EXCAVATION WORK:

Boring holes with Auger for under reamed

piles to a depth of 3.0m. below GL and

below sub soil water level and soil,

including ramming 21/2

times the dia of

pile. (One bulb only).

C-5, 300mm. dia piles. 54.0 3.20 RM 172.80

Pile Bulbs 54.0 No 54.00

6 P.C.C. WORK: In foundation and

Plinth.Providing and laying mechanical mix

cement concrete with crushed stone

aggregates excluding cost of centering

and shuttering with 40mm nominal size

graded aggregates.

A. P.C.C. Work grade M-7.5

a. Warehouse Footings

F-1 4.0 2.20 2.80 0.10 M3 2.46

F-2 12.0 1.60 2.80 0.10 M3 5.38

F-3 12.0 1.80 2.80 0.10 M3 6.05

F-4 16.0 1.60 2.40 0.10 M3 6.14

b. Septic Tank 1.0 1.90 2.80 0.10 M3 0.53


M3 21.03

B. P.C.C. Work grade M-10

I/C Chambers

I/C-1 3.0 0.80 0.80 0.10 M3 0.19

I/C-2 2.0 0.80 1.00 0.10 M3 0.16

Drainage Line

DL-1 1.0 4.23 0.60 0.10 M3 0.25

DL-2 1.0 13.68 0.60 0.10 M3 0.82


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DL-3 1.0 2.40 0.60 0.10 M3 0.14

DL-4 1.0 2.90 0.60 0.10 M3 0.17

M3 1.74

7 R.C.C. WORK- M:15 UPTO PLINTH

Reinforced cement concrete work with CC

M--15 Grade, crushed stone aggregate 12mm to 20mm nominal size graded,

excluding cost of Centering, Shuttering

and Reinforcement upto Plinth level for

Plinth string courses and their supports,

Plinth Slab, Parking, Main Gate Ramp

and projected bands.

PLINTH SLABS:

a. Plinth Slab 1.0 73.00 53.50 0.12 M3 468.66

b. Main Gate Ramp 4.0 3.00 4.00 0.12 M3 5.76

PILE WORK:

C-5, 300mm. dia piles. 54.0 0.79 3.20 0.09 M3 12.22

Pile Bulbs 54.0 0.70 0.20 0.79 M3

5.94M3 492.58

DRAINAGE WORK:I/C Chambers

I/C-1 3.0 0.70 0.70 0.12 M3 0.18

6.0 0.70 0.40 0.10 M3 0.17

6.0 0.50 0.40 0.10 M3 0.12

I/C-2 2.0 0.70 0.90 0.12 M3 0.15

4.0 0.70 0.60 0.10 M3 0.17

4.0 0.70 0.60 0.10 M3 0.17

Drainage Line

DL-1 1.0 4.23 0.50 0.12 M3 0.25

DL-2 1.0 13.68 0.50 0.12 M3

0.82DL-3 1.0 2.40 0.50 0.12 M

3 0.14

DL-4 1.0 2.90 0.50 0.12 M3 0.17

M3 2.34

M3 494.92

8 R.C.C. WORK M-20: UPTO PLINTH

Reinforced cement concrete work with

C.C. M--20 grade, crushed stone

aggregate 20mm nominal size graded,



foundation, footings, bases of column /walls ,i/c ,attached pilasters, buttresses,

Plinth string courses, Plinth

beams,Cantilevers, columns, pillar posts &

struts, vertical and horizontal fins

individually forming box, Septic Tank,

Under Ground Water Tank, louvers and

projected bands.

a. Footings

F-1 4.0 2.00 2.60 0.35 M3 7.28

F-2 12.0 1.40 2.60 0.40 M3 17.47


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F-3 12.0 1.60 2.60 0.40 M3 19.97

F-4 16.0 1.50 2.30 0.30 M3 16.56

M3 61.28

b. Columns upto Ground beam bottom

C-1 4.0 0.40 0.70 2.75 M3 3.08

C-2 12.0 0.40 0.60 2.70 M3 7.78

C-3 12.0 0.40 0.60 2.70 M3 7.78

C-4 16.0 0.40 0.60 2.80 M3 10.75

M3 29.38

c. Plinth beams

GB-I 2.0 0.30 0.40 73.00 M3 17.52

GB-2 2.0 0.30 0.40 53.50 M3 12.84

GB-3 2.0 0.20 0.40 53.50 M3 8.56

GB-4 4.0 0.20 0.40 4.00 M3 1.28

GB-5 8.0 0.20 0.30 3.00 M3

1.44M3 41.64

d. Columns above Ground beam and

upto plinth level

C-1 4.0 0.30 0.60 0.40 M3 0.29

C-2 12.0 0.30 0.50 0.40 M3 0.72

C-3 12.0 0.30 0.50 0.40 M3 0.72

C-4 16.0 0.30 0.50 0.40 M3 0.96

C-5 54.0 0.20 0.30 0.40 M3 1.30

M3 3.98

e. Septic tank

Base Slab1.0 1.90 2.60 0.30 M

3

1.48Short walls 2.0 1.60 0.15 2.88 M

3 1.38

Long walls 2.0 2.60 0.15 2.88 M3 2.25

Cover Slab 1.0 1.90 2.60 0.12 M3 0.59

M3 5.70

f. Under Ground Water tank

Base Slab 1.0 1.60 2.40 0.25 M3 0.96

Short walls 2.0 1.36 0.12 2.85 M3 0.93

Long walls 2.0 2.40 0.12 2.85 M3 1.64

Cover Slab 1.0 1.60 2.40 0.12 M3 0.46

M3 3.99

TOTAL M3 145.98

9 SHUTTERING AND SCAFOLDING

UPTO PLINTH LEVEL

Centering and Shuttering including

shuttering propping etc. and removal of

formwork.

A. P.C.C. WORK:

a. Footing P.C.C.

F-1 4.0 10.00 0.10 M2 4.00

F-2 12.0 8.80 0.10 M2 10.56

F-3 12.0 6.00 0.10 M2 7.20


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F-4 16.0 8.00 0.10 M2 12.80

b. Septic Tank 1.0 9.40 0.10 M2 0.94

c. Under Ground Water Tank 1.0 8.80 0.10 M2 0.88

d. I/C Chambers

I/C-1 3.0 3.20 0.10 M2 0.96

I/C-2 2.0 3.60 0.10 M2 0.72

e. Drainage LineDL-1 2.0 4.23 0.10 M

2 0.85

DL-2 2.0 13.68 0.10 M2 2.74

DL-3 2.0 2.40 0.10 M2 0.48

DL-4 2.0 2.90 0.10 M2 0.58

B. R.C.C. Work:

a. Footings

F-1 4.0 9.20 0.35 M2 12.88

F-2 12.0 8.00 0.40 M2 38.40

F-3 12.0 8.40 0.40 M2 40.32

F-4 16.0 7.60 0.30 M2 36.48


C-1 4.0 2.20 2.75 M2

24.20C-2 12.0 2.00 2.70 M

2 64.80

C-3 12.0 2.00 2.70 M2 64.80

C-4 16.0 2.00 2.80 M2 89.60

c. Plinth beams

GB-I 4.0 73.00 0.40 M2 116.80

GB-2 4.0 53.50 0.40 M2 85.60

GB-3 4.0 53.50 0.40 M2 85.60

GB-4 8.0 4.00 0.40 M2 12.80

GB-5 16.0 3.00 0.30 M2 14.40


upto plinth level

C-1 4.0 1.80 0.40 M2 2.88

C-2 12.0 1.60 0.40 M2 7.68

C-3 12.0 1.60 0.40 M2 7.68

C-4 16.0 1.60 0.40 M2 10.24

C-5 54.0 1.00 0.40 M2 21.60

e. Septic tank

Base Slab 1.0 9.00 0.30 M2 2.70

Short walls 2.0 1.90 2.88 M2 10.94

2.0 1.60 2.88 M2 9.22

Long walls 2.0 2.60 2.88 M2 14.98

2.0 2.30 2.88 M2 13.25

Cover Slab 1.0 1.60 2.30 M2 3.68

Cover Slab sides 1.0 9.00 0.12 M2 1.08

f. Under Ground Water tankBase Slab 1.0 8.00 0.25 M

2 2.00

Short walls 2.0 1.60 2.85 M2 9.12

2.0 1.36 2.85 M2 7.75

Long walls 2.0 2.40 2.85 M2 13.68

2.0 2.16 2.85 M2 12.31

Cover Slab 1.0 1.36 2.16 M2 2.94

Cover Slab sides 1.0 1.36 0.12 M2 0.16

g. I/C Chambers

I/C-1 3.0 2.80 0.12 M2 1.01


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6.0 0.70 0.40 M2 1.68

6.0 0.50 0.40 M2 1.20

I/C-2 2.0 3.20 0.12 M2 0.77

4.0 0.70 0.60 M2 1.68

4.0 0.70 0.60 M2 1.68

h. Drainage Line

DL-1 2.0 4.23 0.12 M2 1.02DL-2 2.0 13.68 0.12 M

2 3.28

DL-3 2.0 2.40 0.12 M2 0.58

DL-4 2.0 2.90 0.12 M2 0.70

j. Plinth Slab sides 1.0 253.00 0.12 M2 30.36

k. Main Gate Ramp sides 4.0 10.00 0.12 M2 4.80

M2 932.02


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10 D.P.C. WORK:

Providing and laying Damp proof Course

50mm thick with concrete designation M-

15 with 20mm nominal size graded stone

aggregates (crushed) mechanically mixed.

1.0 253.00 0.20 M2

50.60

11 R.C.C. M: 20, WORK IN SUPER

STRUCTURE:


M--20 grade, crushed stone aggregate

20mm nominal size graded, excluding cost

of Centering, Shuttering and

Reinforcement above Plinth level for

bases of column, Roof Beams / walls i/c

attached pilasters, buttresses, suspended

floors, roofs, landings, shelves and their

supports, balconies, lintels, chhajjas of any

thickness, Stair case beams, girders,

bressumers, cantilevers, pillar posts &

struts, staircase including landings but

including repairing of top surface and

finishing, nosing, spiral staircase i/c

landing, arches, domes, vaults and shell

roof, chimney shafts, well steining, vertical

and horizontal f ins individually forming

box, louvers and projected bands.

GROUND FLOOR:a. Columns above plinth and upto 0.40

M ht.

C-1 4.0 0.30 0.60 0.40 M3 0.29

C-2 12.0 0.30 0.50 0.40 M3 0.72

C-3 12.0 0.30 0.50 0.40 M3 0.72

C-4 16.0 0.30 0.50 0.40 M3

0.96C-5 46.0 0.20 0.30 0.40 M

3 1.10

b. Windows sealWindows, W-1 28.0 1.40 0.20 0.10 M

3 0.78

W-2 32.0 1.20 0.20 0.10 M3 0.77

Vantilators, V-1 28.0 1.40 0.20 0.10 M3 0.78

V-2 28.0 1.20 0.20 0.10 M3 0.67

c. LintelGFL-1 2.0 44.50 0.20 0.10 M

3 1.78

GFL-2 2.0 61.60 0.20 0.10 M3 2.46

GFL-3 2.0 44.50 0.20 0.10 M3 1.78

d. Wheather shedWindows, W-1 28.0 1.40 0.40 0.10 M

3 1.57

W-2 32.0 1.20 0.40 0.10 M3 1.54

Vantilators, V-1 28.0 1.40 0.20 0.10 M3 0.78

V-2 28.0 1.20 0.20 0.10 M3 0.67

e. Columns above Plinth level and upto3.20 M ht.

C-1 4.0 0.30 0.60 2.90 M3 2.09

C-2 12.0 0.30 0.50 2.90 M3 5.22

C-3 12.0 0.30 0.40 2.90 M3 4.18

C-4 16.0 0.30 0.50 2.90 M3 6.96

C-5 46.0 0.20 0.30 2.90 M3 8.00

TOTAL G.F., R.C.C. M:20 M3 43.83


ABOVE PLINTH LEVEL


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Centering and Shuttering i/c Shutering,

propping etc. & removal of formwork for:

GROUND FLOOR:

a. Columns above plinth and upto 0.40

C-1 4.0 1.80 0.40 M2 2.88

C-2 12.0 1.60 0.40 M2 7.68

C-3 12.0 1.60 0.40 M2

7.68C-4 16.0 1.60 0.40 M

2 10.24

b. Windows seal

Windows, W-1 56.0 1.40 0.10 M2 7.84

W-2 64.0 1.20 0.10 M2 7.68

Vantilators, V-1 56.0 1.40 0.10 M2 7.84

V-2 56.0 1.20 0.10 M2 6.72

c. Lintel

GFL-1 4.0 44.50 0.10 M2 17.80

GFL-2 4.0 61.60 0.10 M2 24.64

GFL-3 4.0 44.50 0.10 M2 17.80

d. Wheather shed

Windows, W-1 28.0 1.40 0.40 M2 15.68

Sides 28.0 0.80 0.10 M2 2.24

W-2 32.0 1.20 0.40 M2 15.36

Sides 32.0 0.80 0.10 M2 2.56

Vantilators, V-1 28.0 1.40 0.20 M2 7.84

Sides 28.0 0.40 0.10 M2 1.12

V-2 28.0 1.20 0.20 M2 6.72

Sides 28.0 0.40 0.10 M2 1.12

e. Columns above Plinth level and upto

3.20 M ht.

C-1 4.0 1.80 2.90 M2 20.88

C-2 12.0 1.60 2.90 M2 55.68

C-3 12.0 1.40 2.90 M2 48.72

C-4 16.0 1.60 2.90 M2 74.24

C-5 46.0 1.00 2.90 M2 133.40

TOTAL G.F. FALSE WORK. M2 504.36

13 REINFORCEMENT: TOR STEEL, UPTO

PLINTH LEVEL

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.

(i). REINFORCEMENT AS PER;

R.C.C. WORK- M:15 UPTO PLINTH

PLINTH SLABS:

a. Plinth Slab

8MM Dia bars @ 200MM C/C Both

Parallel to Short span 1.0 73.40 215.00 0.39 Kg 6154.59

Parallel to Long span 1.0 53.90 293.00 0.39 Kg 6159.15

b. Main Gate Ramp

8MM Dia bars @ 200MM C/C Both

Parallel to Short span 4.0 4.40 16.00 0.39 Kg 109.82

Parallel to Long span 4.0 3.40 21.00 0.39 Kg 111.38


10/48

PILE WORK:

C-5, 300mm. dia piles.

10MM dia. 5 Nos main bars 54.0 3.75 5.00 0.60 Kg 607.50

Stirrups, 8MM dia. @150MM C/C 54.0 1.04 22.00 0.39 Kg 483.25

DRAINAGE WORK:

I/C Chambers

I/C-1 3.0 1.50 7.00 0.39 Kg 12.29

3.0 1.50 7.00 0.39 Kg 12.29

Side Walls horizintal reinforceent 3.0 3.00 5.00 0.39 Kg 17.55

I/C-2 2.0 1.90 7.00 0.39 Kg 10.38

2.0 2.10 9.00 0.39 Kg 14.74

Side Walls horizintal reinforceent 2.0 3.40 7.00 0.39 Kg 18.56

Drainage Line

DL-1 1.0 0.70 36.00 0.39 Kg 9.83

DL-2 1.0 0.70 115.00 0.39 Kg 31.40

DL-3 1.0 0.70 21.00 0.39 Kg 5.73

DL-4 1.0 0.70 25.00 0.39 Kg 6.82

(ii). REINFORCEMENT AS PER;

R.C.C. WORK M-20: UPTO PLINTH

a. FootingsF-1 4.0 2.30 18.00 0.60 Kg 99.38

4.0 2.90 14.00 0.60 Kg 97.46

F-2 12.0 1.70 18.00 0.60 Kg 220.36

12.0 2.90 10.00 0.60 Kg 208.87

F-3 12.0 1.90 18.00 0.60 Kg 246.29

12.0 2.90 12.00 0.60 Kg 250.49

F-4 16.0 1.80 16.00 0.60 Kg 276.54

16.0 2.60 11.00 0.60 Kg 274.56


C-1 4.0 3.69 12.00 0.90 Kg 159.41Stirrups 4.0 2.10 15.00 0.39 Kg 49.14

C-2 12.0 3.64 14.00 0.90 Kg 550.37

Stirrups 12.0 1.90 15.00 0.39 Kg 133.38

C-3 12.0 3.64 10.00 0.90 Kg 393.12

Stirrups 12.0 1.90 15.00 0.39 Kg 133.38

C-4 16.0 3.74 10.00 0.90 Kg 538.56

Stirrups 16.0 1.90 20.00 0.39 Kg 237.08

c. Plinth beamsGB-I 2.0 76.08 6.00 0.90 Kg 821.66

Stirrups 2.0 488.00 1.30 0.39 Kg 494.83

GB-2 2.0 54.58 5.00 0.90 Kg 491.22

Stirrups 2.0 358.00 1.30 0.39 Kg 363.01

GB-3 2.0 54.58 4.00 0.90 Kg 392.98

Stirrups 2.0 357.00 1.10 0.39 Kg 306.30GB-4 4.0 5.08 4.00 0.90 Kg 73.15

Stirrups 4.0 27.00 1.10 0.39 Kg 46.33

GB-5 8.0 3.09 5.00 0.60 Kg 74.16

Stirrups 8.0 21.00 0.90 0.39 Kg 58.97


upto plinth level

C-1 4.0 1.48 12.00 0.90 Kg 63.94

Stirrups 4.0 1.70 4.00 0.39 Kg 10.60

C-2 12.0 1.48 14.00 0.90 Kg 223.78

Stirrups 12.0 1.50 4.00 0.39 Kg 28.06

C-3 12.0 1.48 10.00 0.90 Kg 159.84


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Stirrups 12.0 1.50 4.00 0.39 Kg 28.06

C-4 16.0 1.48 10.00 0.90 Kg 213.12

Stirrups 16.0 1.50 4.00 0.39 Kg 37.41

C-5 54.0 1.48 6.00 0.90 Kg 431.57

Stirrups 54.0 0.90 4.00 0.39 Kg 75.75

e. Septic tankBase Slab 2.0 2.80 18.00 0.60 Kg 60.49

Top and Bottom reinforcement 2.0 3.50 14.00 0.60 Kg 58.79Short walls 2.0 2.50 25.50 0.60 Kg 76.50

2.0 3.60 9.00 0.39 Kg 25.27

Long walls 2.0 3.32 15.50 0.39 Kg 40.14

2.0 3.78 23.00 0.60 Kg 104.31

Cover Slab 1.0 2.62 16.00 0.39 Kg 16.35

1.0 3.32 12.00 0.39 Kg 15.53

Top extra reinforcement, alternate 1.0 0.68 9.00 0.39 Kg 2.37

1.0 0.85 7.00 0.39 Kg 2.32

f. Under Ground Water tankBase Slab 2.0 2.50 17.00 0.60 Kg 51.00

Top and Bottom reinforcement 2.0 3.30 12.00 0.60 Kg 47.51

Short walls 2.0 2.26 20.00 0.60 Kg 54.24

2.0 3.57 10.00 0.39 Kg 27.84

Long walls 2.0 3.12 20.00 0.39 Kg 48.672.0 3.75 17.00 0.60 Kg 76.50

Cover Slab 1.0 2.32 15.00 0.39 Kg 13.57

1.0 3.12 11.00 0.39 Kg 13.39

Kg 22763.19

(iii). REINFORCEMENT AS PER;

GROUND FLOOR:

a. Columns above plinth and upto 0.40

C-1 4.0 1.48 12.00 0.90 Kg 63.94

Stirrups 4.0 1.70 4.00 0.39 Kg 10.60

C-2 12.0 1.48 14.00 0.90 Kg 223.78

Stirrups 12.0 1.50 4.00 0.39 Kg 28.06

C-3 12.0 1.48 10.00 0.90 Kg 159.84

Stirrups 12.0 1.50 4.00 0.39 Kg 28.06C-4 16.0 1.48 10.00 0.90 Kg 213.12

Stirrups 16.0 1.50 4.00 0.39 Kg 37.41

b. Windows seal

Windows, W-1 28.0 1.30 2.00 0.60 Kg 43.68

Stirrups 28.0 0.25 8.00 0.39 Kg 21.84

W-2 32.0 1.10 2.00 0.60 Kg 42.24

Stirrups 32.0 0.25 7.00 0.39 Kg 21.84

Vantilators, V-1 28.0 1.30 2.00 0.60 Kg 43.68

Stirrups 28.0 0.25 8.00 0.39 Kg 21.84

V-2 28.0 1.10 2.00 0.60 Kg 36.96

Stirrups 28.0 0.25 7.00 0.39 Kg 19.11

c. Lintel

GFL-1 2.0 47.40 2.00 0.60 Kg 113.76

Stirrups 2.0 0.25 224.00 0.39 Kg 43.68GFL-2 2.0 62.50 2.00 0.60 Kg 150.00

Stirrups 2.0 0.25 309.00 0.39 Kg 60.26

GFL-3 2.0 45.40 2.00 0.60 Kg 108.96

Stirrups 2.0 0.25 224.00 0.39 Kg 43.68

d. Wheather shed

Windows, W-1 28.0 1.30 4.00 0.39 Kg 56.74

Main bars 28.0 0.57 12.00 0.60 Kg 114.88

W-2 32.0 1.10 4.00 0.39 Kg 54.87

Main bars 32.0 0.57 11.00 0.60 Kg 120.38

Vantilators, V-1 28.0 1.30 2.00 0.39 Kg 28.44

Main bars 28.0 0.37 13.00 0.60 Kg 80.79


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V-2 28.0 1.10 2.00 0.39 Kg 24.06

Main bars 28.0 0.37 11.00 0.60 Kg 68.38

e. Columns above Plinth level and upto

3.20 M ht.

C-5 46.0 4.28 6.00 0.90 Kg 1063.15

Stirrups 46.0 0.90 2.00 0.39 Kg 32.29

REINFORCEMENT WORK ABOVE

PLINTH LEVEL Kg 3180.30

TOTAL REINFORCEMENT WORK Kg 25943.48

14 BRICK WORK 300 MM THICK:

BRICK WORK UPTO PLINTH 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.

a. CM 1:8, Laying for beam bottom

GB-I2.0 70.60 0.30 0.10 M

3

4.24GB-2 2.0 50.50 0.30 0.10 M

3 3.03

GB-3 2.0 50.50 0.30 0.10 M3 3.03

GB-4 4.0 4.00 0.30 0.10 M3 0.48

GB-5 8.0 3.00 0.30 0.10 M3 0.72

b. CM 1:6, Above Plinth beam and upto

Plinth LevelM3 11.50

GB-I 2.0 70.60 0.30 0.40 M3 16.94

GB-2 2.0 50.50 0.30 0.40 M3 12.12

GB-3 2.0 50.50 0.30 0.40 M3 12.12

GB-4 4.0 4.00 0.30 0.40 M3 1.92

GB-5 8.0 3.00 0.30 0.40 M3 2.88

M3 45.98

TOTAL BRICK WORK UPTO PLINTH

LEVELM

3 57.48

15 BRICK WORK ABOVE PLINTH LEVEL:

200 MM THICK BRICK WORK





more than 15% in Ground Floor and First

Floor main front and back walls,20cm thk.

CM 1:6Ground Floor Ware house upto 3.2 M

height

2.0 70.60 0.20 2.90 M3 81.90

2.0 50.50 0.20 2.90 M3 58.58

2.0 50.50 0.20 2.90 M3 58.58

M3 199.06

Deduction for opening G.F. AND F.F.

Windows, W-1 28.0 1.20 0.90 0.20 M3 6.05

W-2 32.0 1.00 0.90 0.20 M3 5.76

Vantilators, V-1 28.0 1.20 0.60 0.20 M3 4.03


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V-2 28.0 1.00 0.60 0.20 M3 3.36

Shutters, D-1 4.0 3.00 3.00 0.20 M3 7.20

M.S. Doors, D-2 1.0 1.20 3.00 0.20 M3 0.72

M3 27.12

NET BRICK IN G.F. SUPER

STRUCTUREWORKM

3 171.94

16 DOORS, WINDOWS AND

M.S. Z-SECTION FRAMES:

a. SHUTTERS : Providing and fixing of Z-

Section Door frames and Shutters

including making in all respect

Shutters, D-1 4.0 3.00 3.00 M2 36.00

M.S. Doors, D-2 1.0 1.20 3.00 M2 3.60

M2 39.60

b. WINDOWS: Providing and fixing of Z-

Section Window frames and Shutters

including making in all respectWindows, W-1 28.0 1.20 0.90 2.45 Kg 74.09

W-2 32.0 1.00 0.90 2.45 Kg 70.56

Kg 144.65

c. VANTILATORS: Providing and fixing of

M.S. section Vantilator frames including

making in all respect

Vantilators, V-1 28.0 1.20 0.60 2.75 Kg 55.44

V-2 28.0 1.00 0.60 2.75 Kg 46.20

Kg 101.64

17 GLASS WORK:

Providing and fixing of 5MM thick Branded

glass to Windows and Vantilators in all

respect.

Windows, W-1 28.0 1.15 0.85 M2 27.37

W-2 32.0 0.95 0.85 M2 25.84

Vantilators, V-1 28.0 1.15 0.55 M2 17.71

V-2 28.0 0.95 0.55 M2 14.63

M2 85.55

18 FLOORING WORK:

(i) IPC FLOORING:

25mm Cement concrete flooring 1:2:4 (1Cement, 2 Sand, 4 Graded stone

aggregates 12.5mm nominal size) finished

with floating coat of neat cement at Floor

level with proper slope..

Floor Level 1.0 72.40 52.90 M2 3829.96

M2 3829.96

19 PLASTER WORK:

a. 20mm thick cement plaster to uneven

surface:


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In 1:6 CM Ground floor Double coat

plaster

Front Wall outer side 1.0 73.00 3.20 M2 233.60

Back Wall outer side 1.0 73.00 3.20 M2 233.60

Right side outer Wall 1.0 53.50 3.20 M2 171.20

Left side outer Wall 1.0 53.50 3.20 M2

171.20First intermediate rough surface 1.0 53.50 3.20 M

2 171.20

Second intermediate rough surface 1.0 53.50 3.20 M2 171.20

M2 1152.00

b. 12mm thick single coat cement

plaster to even surface:

In 1:5 CM Ground floor single coat

plaster

Front Wall inner side 1.0 73.00 3.20 M2 233.60

Back Wall inner side 1.0 73.00 3.20 M2 233.60

Right side inner Wall 1.0 53.50 3.20 M2 171.20

Left side inner Wall 1.0 53.50 3.20 M2 171.20First intermediate even surface 1.0 53.50 3.20 M

2 171.20

Second intermediate even surface 1.0 53.50 3.20 M2 171.20

M2 1152.00

c. Neeru plaster

Under ground water tank

Short walls 2.0 1.60 2.85 M2 9.12

Long walls 2.0 2.40 2.85 M2 13.68

Base Slab 1.0 1.60 2.40 M2 3.84

Cover Slab 1.0 1.60 2.40 M2 3.84

Septic tank

Base Slab 1.0 1.90 2.60 M2 4.94

Short walls 2.0 1.90 2.88 M2 10.94

Long walls 2.0 2.60 2.88 M2 14.98

Cover Slab 1.0 1.90 2.60 M2 4.94

I/C Chambers

I/C-1 3.0 2.80 0.40 M2 3.36

3.0 0.70 0.70 M2 1.47

I/C-2 2.0 3.20 0.60 M2 3.84

2.0 0.70 0.90 M2 1.26

M2 76.21

20 PAINTING WORK:

a. White washing on new work (three ormore coats) to give an even shade with

white Cement.

M2 2380.21

b. 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 including three coat of Putty

with rubbing and touching etc. complete in

all respect.

M2 2304.00


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c. Painting (two or more coats) with

synthetic enamel paint on Windows and

Vantilators gril l, Main gate Shutter work

over and i/c. an under coat of suitable

shade with priming coat to give an even

shade. M2

39.60

21 PEB -SUPER STRUCTURE:Pre-engineered building having edge

height 6.0 Mt. and Ridge height 8.0Mt.

Including side sheeting and roof covering

also providing proper drainage system in

all respect.

1.0 73.00 53.50 M2 3905.50


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22 MAIN GATE:

Providing and fixing 9.0M main gate with

siliding system to both side of height 2.1M.

1.0 9 2.10 M2

18.90

23 COMPOUND WALL:

200MM thick compound wall of height2.5M on pile foundations framed structure,

and above this height upto 3.5M berbed

fencing provided.

1.0 377.62 RM 377.62

24 SECURITY ROOM AND TOILET BLOCK:

R.C.C. framed structure having 200MM

thick brick wall, Alliminium door and

window section, vitrified floor tiles. 1.0 10.2 3.40 M2

34.68

25 WEIGH BRIDGE:

R.C.C. Foundaion for 100 M.T. capacity

weigh bridge in C.M. M:20.

1.0 3.2 16.00 M2

51.20

26 D.G. ROOM:

Partially covered shed for D.G. 1.0 3 4.00 M2 12.00

27 INTERNAL ROADS:

WBM Internal road having PWD

specifications including storm water open

drains.

1.0 176.00 6.00 M2 1056.00

2.0 187.42 6.00 M2 2249.04

1.0 176.00 18.00 M2 3168.00

1.0 187.42 18.00 M2 3373.56

2.0 146.00 12.00 M2

3504.00M

2 13350.60


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ABSTRACT SHEET OF ESTIMATE OF PROPOSED CONSTRUCTION OF AGRICLU

WARE-HOUSES, AT VARIOUS LOCATIONS IN MADHYA PRADESH

B/TO:- Mr. ANOOP GOEL (AGRAWAL)

S/O:- Shree DINESH AGRAWAL

Ku. NEHA GOEL (AGRAWAL)

D/O :- Shree DINESH AGRAWAL

FOR : G.G.REALESTATE Pvt. Ltd.

.No Particular of Item. Quantity Unit Rate

1 PLOT CLEANING AND LEVELLING

WORK:

Surface dressing of the ground i/cremoving vegetation and inequalities not

exceeding 15 cm. deep and disposal of

rubbish.

a. In ordinary soil. 6201.65 M2

Rs.10.00

2 EXCAVATION WORK:

WAREHOUSE BUILDING, MAIN GATE, SECURITY ROOM, TOILET BLOCK, S

UNDER GROUND WATER TANK, D.G. ROOM, WEIGH BRIDGE, COMPOUND

AND INTERNAL ROAD


34/48

Earthwork in excavation in foundation

trench (not exceeding 1.50m. in width or

10.0 sqm. in Plan) including dressing of

side and ramming of bottoms, lift upto

1.50m. including getting out the excavated

soil and disposal of surplus excavated soil

as directed within a lead of 50.0m.

A. In ordinary soil. 687.60 M2

Rs.100.00

B. In hard soil. 153.72 M2

Rs.140.00

C. DISPOSAL OF EXCAVATED BLACK

COTTON SOIL UPTI 1K.M. LEAD AND 687.60 M2

Rs.50.00

3 FILLING WITH SAME HARD SOIL:

Filling available excavated earth

(excluding rock) in trenches, plinth, sidesof foundation etc. in layers not exceeding

20 cms. in depth consolidating Nos.

deposited layer by ramming and watering

lead upto 50.0m. and lift upto 1.50m.

153.72 M3

Rs.60.00

4 PLINTH FILLING :

Filling in plinth and Foundation Pits with

sand / Crusher stone dust/ Murrum under

floor including watering , ramming,

consolidating & dressing complete.

3686.52 M3

Rs.325.00

5 PILE EXCAVATION WORK:

Boring holes with Auger for under reamed

piles to a depth of 3.0m. below GL and

below sub soil water level and soil,

including ramming 21/2 times the dia of

pile. (One bulb only).

C-5, 300mm. dia piles. 172.80 RM Rs.80.00

Pile Bulbs 54.00 No Rs.150.00

6 P.C.C. WORK: In foundation and


35/48

Providing and laying mechanical mix

cement concrete with crushed stone

aggregates excluding cost of centering

and shuttering with 40mm nominal size

graded aggregates.

A. P.C.C. Work grade M-7.521.03 M

3

Rs.3,150.00B. P.C.C. Work grade M-10 1.74 M3

Rs.3,450.00

7 R.C.C. WORK- M:15 UPTO PLINTH


M--15 Grade, crushed stone aggregate 12

mm to 20mm nominal size graded,



Plinth string courses and their supports,

Plinth Slab, Parking, Main Gate Rampand projected bands.

494.92 M3

Rs.4,270.00

8 R.C.C. WORK M-20: UPTO PLINTH

LEVEL

Reinforced cement concrete work with

C.C. M--20 grade, crushed stone

aggregate 20mm nominal size graded,



foundation, footings, bases of column /

walls ,i/c ,attached pilasters, buttresses,

Plinth string courses, Plinth

beams,Cantilevers, columns, pillar posts &

struts, vertical and horizontal fins

individually forming box, Septic Tank,

Under Ground Water Tank, louvers and

projected bands.

145.98 M3

Rs.4,680.00


UPTO PLINTH LEVEL

Centering and Shuttering including

shuttering propping etc. and removal of

formwork.

932.02 M2

Rs.250.00


36/48

10 D.P.C. WORK:

Providing and laying Damp proof Course

50mm thick with concrete designation M-

15 with 20mm nominal size graded stone

aggregates (crushed) mechanically mixed.

50.60 M2

Rs.180.00

11 R.C.C. M: 20, WORK IN SUPER

STRUCTURE:


M--20 grade, crushed stone aggregate

20mm nominal size graded, excluding cost

of Centering, Shuttering and

Reinforcement above Plinth level for

bases of column, Roof Beams / walls i/cattached pilasters, buttresses, suspended

floors, roofs, landings, shelves and their

supports, balconies, lintels, chhajjas of

any thickness, Stair case beams, girders,

bressumers, cantilevers, pillar posts &

struts, staircase including landings but

including repairing of top surface and

finishing, nosing, spiral staircase i/c

landing, arches, domes, vaults and shell

roof, chimney shafts, well steining, verticaland horizontal fins individually forming

box, louvers and projected bands.

TOTAL G.F., R.C.C. M:20 43.83 M3

Rs.4,680.00


ABOVE PLINTH LEVEL

Centering and Shuttering i/c Shutering,

propping etc. & removal of formwork for:

TOTAL G.F. FALSE WORK. 504.36 M2

Rs.250.00

13 REINFORCEMENT: TOR STEEL, UPTO

PLINTH LEVEL


37/48

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.

TOTAL REINFORCEMENT WORK 25943.48 Kg Rs.52.00

14 BRICK WORK 300 MM THICK:

BRICK WORK UPTO PLINTH LEVEL:





more than 15% in foundation and

plinth,20cm thk.

TOTAL BRICK WORK UPTO PLINTH

LEVEL57.48 M

3Rs.4,200.00

15 BRICK WORK ABOVE PLINTH LEVEL:

200 MM THICK BRICK WORK





more than 15% in Ground Floor and First

Floor main front and back walls,20cm thk.

NET BRICK IN G.F. SUPER

STRUCTUREWORK 171.94 M3

Rs.4,300.00

16 DOORS, WINDOWS AND

M.S. Z-SECTION FRAMES:

a. SHUTTERS : Providing and fixing of Z-

Section Door frames and Shutters

including making in all respect39.60 M

2Rs.2,150.00

b. WINDOWS: Providing and fixing of Z-

Section Window frames and Shutters

including making in all respect 144.65 Kg Rs.78.00


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c. VANTILATORS: Providing and fixing of

M.S. section Vantilator frames including

making in all respect

101.64 Kg Rs.90.00

17 GLASS WORK:

Providing and fixing of 5MM thick Brandedglass to Windows and Vantilators in all

respect.

85.55 M2

Rs.650.00

18 FLOORING WORK:

(i) IPC FLOORING: 3829.96 M2

Rs.170.00

19 PLASTER WORK:

a. 20mm thick cement plaster to uneven

surface:

In 1:6 CM Ground floor Double coat plaster

1152.00 M2

Rs.235.00

b. 12mm thick single coat cement

plaster to even surface:

In 1:5 CM Ground floor single coat plaster

1152.00 M2

Rs.175.00

c. Neeru plaster

76.21 M2

Rs.125.00

20 PAINTING WORK:

a. White washing on new work (three or

more coats) to give an even shade with

white Cement.

2380.21 M2

Rs.25.00

b. Distempering (two or more coats) with

oil bound washable distemper of required

shade on new work over over and i/c. apriming coat with cement primer to give an

even shade including three coat of Putty

2304.00 M

2Rs.115.00


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c. Painting (two or more coats) with

synthetic enamel paint on Windows and

Vantilators grill, Main gate Shutter work

over and i/c. an under coat of suitable

shade with priming coat to give an even

39.60 M2

Rs.85.00

21 PEB -SUPER STRUCTURE:

Pre-engineered building having edge

height 6.0 Mt. and Ridge height 8.0Mt.

Including side sheeting and roof covering

also providing proper drainage system in

all respect.

3905.50 M2

Rs.2,300.00

TOTAL COST OF SINGLE UNIT

TOTAL COST OF SIX UNITS6.00

22 MAIN GATE:

Providing and fixing 9.0M main gate with

siliding system to both side of height 2.1M.

18.90 M2

Rs.3,345.00

23 COMPOUND WALL:

200MM thick compound wall of height

2.5M on pile foundations framed structure,and above this height upto 3.5M berbed

fencing provided.

377.62 RM Rs.4,145.00

24 SECURITY ROOM AND TOILET BLOCK:

R.C.C. framed structure having 200MM

thick brick wall, Alliminium door and

window section, vitrified floor tiles.

34.68 M2

Rs.8,700.00

25 WEIGH BRIDGE:

R.C.C. Foundaion for 100 M.T. capacity

weigh bridge in C.M. M:20. 51.20 M2

Rs.6,500.00

26 D.G. ROOM:


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Partially covered shed for D.G. 12.00 M2

Rs.4,300.00

27 INTERNAL ROADS:

WBM Internal road having PWD

specifications including storm water open

drains. 13350.60 M2

Rs.300.00

28 Electrical work: lump sum

TOTAL

29 CONSULTANCY FEE

2%

GRAND TOTAL


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URAL PRODUCE

Amount

62,016.53

PTIC TANK,

ALL


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68,760.1921,520.68

34,380.09

9,223.15

1,198,119.27

13,824.008,100.00


43/48

66,250.80

6,018.87

2,113,323.89

683,206.24

233,004.30


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9,108.00

205,133.76

126,090.00


45/48

1,349,061.22

241,416.00

739,324.80

85,140.00

11,282.54


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9,147.60

55,607.50

651,093.20

270,720.00

201,600.009,526.25

59,505.25

264,960.00


47/48

3,366.00

8,982,650.0017,792,480.15

##############

63,220.50

1,565,234.90

301,716.00

332,800.00


48/48

51,600.00

4,005,180.00365,000.00

##############

2,268,792.65#############

Project Cost estimation

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