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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
c. Under Ground Water Tank 1.0 2.00 2.80 0.60 M3 3.36
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
c. Under Ground Water Tank 1.0 1.80 2.60 0.10 M3 0.47
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,
excluding cost of Centering, Shuttering
and Reinforcement upto Plinth level for
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
b. Columns upto Ground beam bottom
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
d. Columns above Ground beam and
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:
Reinforced cement concrete work with CC
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
12 SHUTTERING AND SCAFOLDING
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
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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
b. Columns upto Ground beam bottom
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
d. Columns above Ground beam and
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
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.
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
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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. 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
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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
Reinforced cement concrete work with CC
M--15 Grade, crushed stone aggregate 12
mm 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 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,
excluding cost of Centering, Shuttering
and Reinforcement upto Plinth level for
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
9 SHUTTERING AND SCAFOLDING
UPTO PLINTH LEVEL
Centering and Shuttering including
shuttering propping etc. and removal of
formwork.
932.02 M2
Rs.250.00
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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.
50.60 M2
Rs.180.00
11 R.C.C. M: 20, WORK IN SUPER
STRUCTURE:
Reinforced cement concrete work with CC
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
12 SHUTTERING AND SCAFOLDING
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
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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:
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.
TOTAL BRICK WORK UPTO PLINTH
LEVEL57.48 M
3Rs.4,200.00
15 BRICK WORK ABOVE PLINTH LEVEL:
200 MM THICK BRICK WORK
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.
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
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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
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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
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3,366.00
8,982,650.0017,792,480.15
##############
63,220.50
1,565,234.90
301,716.00
332,800.00
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51,600.00
4,005,180.00365,000.00
##############
2,268,792.65#############
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