Estimated of Construction of the Proposed Septic Tank at Narayan Nagar

Building Works SOR of UADD In-force form 1 June 2011

Measurement
Sr. No. Particular Quantity Unit Rate Amount
No. Length Width H/D

Earth work in surface excavation not exceeding

30 cm in depth but exceeding 1.5 m in width as
1 well as 10 sqm on plan including disposal of
excavated earth upto 50 m and lift upto 1.5 m,
disposed soil to be levelled and neatly dressed :

in Soil
S.O.R. I. No. 2.6.1/ P-15
i Lift upto 1.50 M

Column 26 1.20 1.20 1.35 50.54

50.54 Cum 109.0 5509.30

Boring, providing and installing bored cast-in-situ

reinforced cement concrete pile of specified
diameter and length below the pile cap M 35 in
cement concrete, to carry a safe working load not
less than specified, excluding the cost of steel
reinforcement but including the cost of boring
2 with, bentonite solution and temporary casing of
appropriate length for setting out and removal of
same and the length of the pile to be embedded
in the pile cap etc. all complete, including removal
of excavated earth with all lifts and leads (Length
of pile for payment shall be measured upto
bottom of pile cap).

S.O.R. I. No. 16.2/ P-185

250 mm Dia 54 3.00 162.00 RM 1105.0 179010.00
200 mm Dia 21 3.00 63.00 RM 1105.0 69615.00
Providing and laying in position cement
concrete/reinforced cement concrete of specified
3
grade excluding the cost of centering and
shuttering - All work up to plinth level :
S.O.R. I. No. 4.1.5/ P-34
PCC M:10 26 1.20 1.20 0.15 5.62 Cum 2901 16292.02
S.O.R. I. No. 4.1.2/ P-34
PCC M:15
Footing 26 1.00 1.00 0.30 7.80
26 0.80 0.80 0.20 3.33
26 0.60 0.60 1.90 17.78
28.91 Cum 3410.0 98589.92

S.O.R. I. No. 5.1.1/ P-46

RCC M:20
Pile 54 0.05 3.50 9.27
Beam 54 0.40 0.40 0.45 3.89
2 63.07 0.20 0.30 7.57
2 20.75 0.20 0.30 2.49
2 63.07 0.10 0.90 11.35
2 20.75 0.10 0.90 3.74

Pile 21 0.03 3.00 1.98

Beam 1 63.07 0.20 0.30 3.78
21 1.85 0.20 0.30 2.33
46.40 Cum 3921.0 181935.23
 Reinforced cement concrete work in walls (any
thickness), including attached pilasters,
buttresses, plinth and string courses, fillets,
4
columns, pillars, piers, abutments, posts and
struts etc. up to floor two level excluding cost of
centering, shuttering, finishing and reinforcement

S.O.R. I. No. 5.2/ P-46

RCC M:20
54 0.20 0.30 3.00 9.72
9.72 Cum 4196.0 40785.12
Reinforced cement concrete work in beams,
suspended floors, roofs having slope up to 15°
landings, balconies, shelves, chajjas, lintels,
bands, plain window sills, staircases and spiral
5 stair cases up to floor two level excluding the cost
of centering, shuttering, finishing and
reinforcement with Cement concrete grade M-20
(Nominal Mix with 20 mm maximum size of stone
aggregate).
S.O.R. I. No. 5.3/ P-46
RCC M:20
2 63.07 0.20 0.20 5.05
2 20.75 0.20 0.20 1.66
6.71 Cum 4227.0 28344.57
Centering and shuttering including strutting,
6
propping etc. and removal of form work for :
S.O.R. I. No. 20.1.1/ P-210
26 4.80 0.15 18.72
26 4.00 0.30 31.20
49.92 Sqm 126.0 6289.92

S.O.R. I. No. 20.1.2/ P-210

26 2.40 1.90 118.56
54 1.00 0.50 27.00
145.56 Sqm 189.0 27510.84

S.O.R. I. No. 20.1.5/P-210

54 1.60 0.45 38.88
2 63.07 0.80 100.91
2 20.75 0.80 33.20
2 63.07 1.90 239.67
2 20.75 1.90 78.85
1 63.07 0.80 50.46
21 1.85 0.80 31.08
2 63.07 0.60 75.68
2 20.75 0.60 24.90
673.63 Sqm 173.0 116537.64

S.O.R. I. No. 20.1.6/P-210

54 1.00 3.00 162.00
162.00 Sqm 248.0 40176.00
 Reinforcement for R.C.C. work including
7 straightening, cutting, bending, placing in position
and binding all complete.
S.O.R. I. No. 5.20.1/ P-49
2.5 Kg per Sqm 26 4.00 0.30 31.20
26 3.20 0.20 16.64
26 2.40 1.90 118.56
166.4
1 166.4 2.50 Kg 416.0
Main Structure Steel
100 Kg per Cum 1 62.8 100.00 Kg 6282.6
6698.6 Kg 52.0 348326.23

Filling available excavated earth (excluding rock)

in trenches, plinth, sides of foundations etc. in
8 layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming
and watering, lead up to 50 m and lift upto 1.5 m.

S.O.R. I. No. 2.25/ P-19

26 0.60 0.60 0.70 6.55
6.55 Cum 47.0 307.94
Supplying and filling in plinth under floors
9 including, watering, ramming consolidating and
dressing complete.
S.O.R. I. No. 2.27/ P-19
1 62.70 20.35 1.20 1531.13
1 62.70 1.65 1.20 124.15
1655.28 Cum 397.0 657146.16
 Brick work with well burnt chimney bricks in bulls
patent trench kiln manifactured by ghol
10 process,crushing strength not less than 40kg
/sqcm and water absorption not more than 15%
in foundation and plinth.
S.O.R. I. No. 6.1.2/ P-58
1 63.07 0.20 0.45 5.68
21 1.85 0.20 0.45 3.50
9.17 Cum 3344.0 30673.84
Brick work with chimeny brick of class
designation 40 in superstructure above plinth
11
level upto floor 2 level including the cost of
scaffolding in :
2 63.07 0.20 3.00 75.68
2 20.75 0.20 3.00 24.90
Deduction
Rolling Shutter -6 1.85 0.20 2.45 -5.44
Ventilation -12 0.60 0.20 0.60 -0.86
-15 1.55 0.20 0.60 -2.79
-12 0.40 0.20 0.60 -0.58
90.92 Cum 3339.0 303565.19
12 20 mm cement plaster of mix
S.O.R. I. No. 13.3/ P-156
2 63.07 0.45 56.763
42 1.85 0.45 34.965
2 63.07 3.00 378.42
2 20.75 3.00 124.5
594.648 Sqm 124.0 73736.35
12 mm cement plaster of mix
2 63.07 3.00 378.42
2 20.75 3.00 124.5
Deduction
Rolling Shutter -6 1.85 2.45 -27.195
Ventilation -12 0.60 0.60 -4.32
-15 1.55 0.60 -13.95
-12 0.40 0.60 -2.88
454.575 Sqm 81.0 36820.58
13 White Wash

Qty As Per Plaster

1049.2 Sqm 6.0 6295.34

2 mm thick cement concrete flooring with

concrete hardener topping under layer 40 mm
thick cement concrete grade M-15 (Nominal Mix
with 20mm maximum size of stone aggregate)
and top layer 12 mm thick cement hardener
consisting of mix 1:2 (1 cement hardener mix : 2
14
graded stone aggregate 6 mm nominal size) by
volume .hardening compound is mixed @ 2 litre
per 50 kg of cement or as per manufacturers
specifications. This includes cost of cement
slurry, but excluding the cost of nosing of steps
etc. complete.

1 62.70 20.35 1275.9

1 62.70 1.65 103.5
1379.4 Sqm 287.0 395887.80
 Providing corrugated Galvanised sheet roofing
including vertical/curved surface fixed with
polymer coated J or L hooks, bolts and nuts 8mm
diameter with bitumen and G.I. limpet washers or
with G.I. limpet washers filled with white lead and
15 including a coat of approved steel primer and two
coats of approved paint on overlapping of sheets
complete (up to any pitch in orizontal/vertical or
curved surfaces) excluding the cost of purlins,
rafters and trusses and including cutting to size
and shape wherever required.

1 63.70 2.00 127.4

2 63.7 11.40 1452.4
2 63.7 2.60 331.2
2 20.8 2.60 107.9
2 20.8 2.50 51.9
2588.5 Sqm 729.0 1886993.72
Providing and fixing on wall face unplasticised -
PVC moulded fittings/ accessories for
16
unplasticised Rigid PVC Rain water pipes
conforming to IS : 13592
12 3.0 36.0 RM 303.0 10908.00
17 Rolling Shutter & Ventilation
Rolling Shutter 1.85x2.45M 6 1.9 2.5 27.2 Sqm 1729.0 47020.16
Collapsible Shutter 2.45x2.45 6 2.5 2.5 36.0 Sqm 2871.0 103399.07
Ventilation 0.60x0.60M 12 12.0 Nos. 3500.0 42000.00
Ventilation 1.55x0.60M 15 15.0 Nos. 3500.0 52500.00
Ventilation 0.40x0.60M 12 12.0 Nos. 3500.0 42000.00
18 Rolled Steel Structure
Truss 10 22.8 25.40 5791.20
Parlin 16 63.7 5.88 5992.90
Column 20 6.4 36.30 4646.40
4 7.8 36.30 1125.30
2 8.9 36.30 646.14
22752.42 Kg 60.0 1365145.20

Total Cost of Project Rs. 6213321.1

Say Total Cost Rs. 6215000.0
Say Total Cost in Lacs Rs. 62.15
 Estimated of Construction of the Proposed Warehouse of 2500 MT

Measurement
Sr. No. Particular Quantity Unit Rate Amount
No. Length Width H/D
A) Civil Work
1 Earth work in excavation
in Soil
Column 26 1.20 1.20 1.35 50.54
50.54 Cum 140.0 7076.16
2 Boring, providing and installing bored cast-in-situ
reinforced cement concrete pile
250 mm Dia 54 3.00 162.00 RM 218.0 35316.00
200 mm Dia 21 3.00 63.00 RM 218.0 13734.00
Providing and laying in PCC/RCC up to plinth
3
level :
PCC M:10 26 1.20 1.20 0.15 5.62 Cum 3148.0 17679.17
PCC M:15
Footing 26 1.00 1.00 0.30 7.80
26 0.80 0.80 0.20 3.33
26 0.60 0.60 1.90 17.78
28.91 Cum 3804.0 109981.25
RCC M:20
Pile 54 0.05 3.50 9.27
Beam 54 0.40 0.40 0.45 3.89
2 63.07 0.20 0.30 7.57
2 20.75 0.20 0.30 2.49
2 63.07 0.10 0.90 11.35
2 20.75 0.10 0.90 3.74

Pile 21 0.03 3.00 1.98

Beam 1 63.07 0.20 0.30 3.78
21 1.85 0.20 0.30 2.33
46.40 Cum 4685.0 217385.00
Reinforced cement concrete work in walls,
4
columns, pillars in Super Structure
RCC M:20
54 0.20 0.30 3.00 9.72
9.72 Cum 4895.0 47579.40
Reinforced cement concrete work in beams,
5
suspended floors in Super Structure
RCC M:20
2 63.07 0.20 0.20 5.05
2 20.75 0.20 0.20 1.66
6.71 Cum 5000.0 33528.00
 Estimated of Construction of the Proposed Warehouse of 2500 MT

Measurement
Sr. No. Particular Quantity Unit Rate Amount
No. Length Width H/D
Centering and shuttering including strutting,
6
propping etc. and removal of form work for :
26 4.80 0.15 18.72
26 4.00 0.30 31.20
49.92 Sqm 122.0 6090.24

26 2.40 1.90 118.56

54 1.00 0.50 27.00
145.56 Sqm 174.0 25327.44

54 1.60 0.45 38.88

2 63.07 0.80 100.91
2 20.75 0.80 33.20
2 63.07 1.90 239.67
2 20.75 1.90 78.85
1 63.07 0.80 50.46
21 1.85 0.80 31.08
2 63.07 0.60 75.68
2 20.75 0.60 24.90
673.63 Sqm 174.0 117211.27

54 1.00 3.00 162.00

162.00 Sqm 195.0 31590.00
Reinforcement work including straightening,
7 cutting, bending, placing in position and binding
all complete.
2.5 Kg per Sqm 26 4.00 0.30 31.20
26 3.20 0.20 16.64
26 2.40 1.90 118.56
166.4
1 166.4 2.50 Kg 416.0
Main Structure Steel
100 Kg per Cum 1 62.8 100.00 Kg 6282.6
6698.6 Kg 60.0 401914.88
8 Filling available excavated earth
26 0.60 0.60 0.70 6.55
6.55 Cum 55.0 360.36
9 Supplying and filling in plinth under floors
1 62.70 20.35 1.20 1531.13
1 62.70 1.65 1.20 124.15
1655.28 Cum 420.0 695217.60
10 Brick work in foundation and plinth.
1 63.07 0.20 0.45 5.68
21 1.85 0.20 0.45 3.50
9.17 Cum 3735.0 34260.41
Brick work in superstructure above plinth level
11
upto floor 2 level
2 63.07 0.20 3.00 75.68
2 20.75 0.20 3.00 24.90
Deduction
Rolling Shutter -5 1.85 0.20 2.45 -4.53
Ventilation -12 0.60 0.20 0.60 -0.86
-15 1.55 0.20 0.60 -2.79
-12 0.40 0.20 0.60 -0.58
91.82 Cum 3735.0 342953.30
 Estimated of Construction of the Proposed Warehouse of 2500 MT

Measurement
Sr. No. Particular Quantity Unit Rate Amount
No. Length Width H/D
12 20 mm cement plaster of mix
2 63.07 0.45 56.763
42 1.85 0.45 34.965
2 63.07 3.00 378.42
2 20.75 3.00 124.5
594.648 Sqm 168.0 99900.86
12 mm cement plaster of mix
2 63.07 3.00 378.42
2 20.75 3.00 124.5
Deduction
Rolling Shutter -5 1.85 2.45 -22.6625
Ventilation -12 0.60 0.60 -4.32
-15 1.55 0.60 -13.95
-12 0.40 0.60 -2.88
459.1075 Sqm 118.0 54174.69
13 White Wash
1053.8 Sqm 7.00 7376.29
14 Cement concrete flooring.
1 62.70 20.35 1275.9
1 62.70 1.65 103.5
1379.4 Sqm 307.0 423475.80
Providing and fixing on wall face PVC Rain water
15
pipes
12 3.0 36.0 RM 220.0 7920.00
16 Shutter & Ventilation
Rolling Shutter 1.85x2.45M 5 1.9 2.5 22.7 Sqm 1656.0 37529.10
Collapsible Shutter 2.45x2.45 5 2.5 2.5 30.0 Sqm 2835.0 85085.44
Ventilation 0.60x0.60M 15 15.0 Nos. 1500.0 22500.00
Ventilation 1.55x0.60M 15 15.0 Nos. 2200.0 33000.00
Ventilation 0.40x0.60M 15 15.0 Nos. 1500.0 22500.00
Total Rs. 2930666.6
Add Lead 30 Km 2% Rs. 58613.3
Total Rs. 2989280.0
Add Over Head 5% Rs. 149464.0
Total Rs. 3138744.0
Add Contractor Profit 10% Rs. 313874.4
Add Supervision 2% Rs. 62774.9
Add Architectural Planning & Design 1% Rs. 31387.4
Add Structure Desing 1% Rs. 31387.4
Total Cost of Civil Work Rs. 3578168.1
Say Total Cost of Civil Work 3580000.0
Total Cost of Civil Work in Lacs Rs. 35.80
 Estimated of Construction of the Proposed Warehouse of 2500 MT

Measurement
Sr. No. Particular Quantity Unit Rate Amount
No. Length Width H/D
B) Steel Structure Work

Providing corrugated Galvanised sheet roofing

including vertical/curved surface fixed with
polymer coated J or L hooks, bolts and nuts 8mm
diameter with bitumen and G.I. limpet washers or
with G.I. limpet washers filled with white lead and
1 including a coat of approved steel primer and two
coats of approved paint on overlapping of sheets
complete (up to any pitch in orizontal/vertical or
curved surfaces) excluding the cost of purlins,
rafters and trusses and including cutting to size
and shape wherever required.

1 63.70 2.00 127.4

2 63.7 11.40 1452.4
2 63.7 2.60 331.2
2 20.8 2.60 107.9
2 20.8 2.50 51.9
2588.5 Sqm 480.0 1242465.00
2 Rolled Steel Structure
I-Truss 10 22.8 25.40 5791.20
Z-Parlin 16 63.7 5.88 5992.90
Box Column 20 6.4 36.30 4646.40
4 7.8 36.30 1125.30
2 8.9 36.30 646.14
22752.42 Kg 75.0 1706431.50
Total Rs. 2948896.5
Add Lead 30 Km 2% Rs. 58977.9
Total Rs. 3007874.4
Add Over Head 5% Rs. 150393.7
Total Rs. 3158268.2
Add Contractor Profit 10% Rs. 315826.8
Add Supervision 2% Rs. 63165.4
Add Architectural Planning & Design 1% Rs. 31582.7
Add Structure Desing 1% Rs. 31582.7
Total Cost of Steel Structure Work Rs. 3600425.7
Say Total Cost of Steel Structure Work Rs. 3600000.0
Say Total Cost of Steel Structure Work in Lacs 36.00
 Estimated of Construction of the Proposed Warehouse of 2500 MT

Measurement
Sr. No. Particular Quantity Unit Rate Amount
No. Length Width H/D
C) WBM Road Work
1 Earth work in excavation
in Soil
1 65.00 12.20 0.60 475.80
475.80 Cum 120.0 57096.00
2 Sub Grade in Road
1 65.00 12.20 0.30 237.90 Cum 220.0 52338.00
3 GSB
1 65.0 12.20 0.10 79.30 Cum 534.0 42346.20
4 WBM
1 65.0 12.20 0.15 118.95 Cum 802.0 95397.90
Total Rs. 247178.1
Add Lead 30 Km 2% Rs. 4943.6
Total Rs. 252121.7
Add Over Head 5% Rs. 12606.1
Total Rs. 264727.7
Add Contractor Profit 10% Rs. 26472.8
Add Supervision 2% Rs. 5294.6
Add Planning & Design 1% Rs. 2647.3
Add Structure Desing 1% Rs. 2647.3
Total Cost of WBM Road Work Rs. 301789.6
Say Total Cost of WBM Road Work Rs. 300000.0
Say Total Cost of WBM Road Work in Lacs 3.00

Total Project Cost of Warehouse (A+B+C) Rs. 7480000.0

Total Project Cost of Warehouse in Lacs (A+B+C) 74.80

Notes :-
1 Quantity of All items is approximate.
2 Actual Quantity of All item workout after Final Desing.
3 A Rates of all items varies as per open market.
4 Road Surface Coat amount extra as per surface like CC/BT/Paver Block.
 0.57 811.44 462.52
0.28 811.44 227.20
0.85 53.21 45.23
0.425 1234.8 524.79
0.425 53.21 22.61
0.4 5100 2040.00
0.4 47.29 18.92

0.1 350 35.00

1.63 200 326.00
0.7 180 126.00
0.07 500 35.00
0.07 300 21.00
14.3 1 14.30
3898.57
38.99
3937.56
590.6338
4528.19
 0.57 811.44 462.52
0.28 811.44 227.20
0.85 53.21 45.23
0.425 1234.8 524.79
0.425 53.21 22.61
0.4 5100 2040.00
0.4 47.29 18.92

0.17 350 59.50

2 200 400.00
0.9 180 162.00
0.07 500 35.00
0.07 300 21.00
14.3 1 14.30
4033.07
40.33
4073.40
611.0105
4684.41
 1.05 4800 5040
0.105 47.29 4.96545
26 1 26
0
1 350 350
1 180 180
26.91 1 26.91
5627.875
56.28
5684.15
852.6231
6536.78

1 1234.8
1 53.21
0.36 5100
0.36 47.29

0.018

4.94 4000 1976.00

0.25 2513.5 628.38 0.144 3145 452.88
4.94 145 71.63
2.73 1 2.73 0.67 350 234.50
0.75 200 150.00
0.36 350 126.00 0.92 180 165.60
0.36 300 108.00 12.61 1 12.61
1.37 200 274.00 1015.59
0.2 180 36.00 10.16
3222.74 1025.75
32.23 153.8619
3254.96 1179.61
488.2444 117.9608
3743.21
1234.80
53.21
1836.00
17.02
3141.03

0.224 3145 704.48

0.94 350 329.00

1.02 200 204.00
1.1 180 198.00
12.61 1 12.61
1448.09
14.48
1462.57
219.3856
1681.96
168.1957