PRICE EST NO:2017/93631
Office of the Chief Engineer LSGD
Detailed estimate for the construction of Aerobic bin (2 Nos.) compost unit (Model
Estimate)
Detailed Estimate
(Cost Index Applied for this estimate is 35.59%)
Sl No Description No L B D CF Quantity Remark
1 Appendix. A. Construction of Sheet roofing shed ( plinth area 16.64 sq.m or 179.11 sq.feet
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
A. allround 1 16.200 0.400 0.300 1.944
Total Quantity 1.944 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.944 cum
Say1.944 cum @ Rs 214.03 / cum Rs 416.07
2 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
A. allround 1 16.200 0.400 0.100 0.649
Flooring hall 1 4.7500 2.7500 0.075 0.980
Total Quantity 1.629 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.629 cum
Say1.629 cum @ Rs 6814.89 / cum Rs 11101.46
3 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
for fixing the GI pipe (
2*3 0.300 0.300 0.500 0.270
foun.portion )
Deduction
GI pipe portion -
2x3x3.14/4x0.05x0.05 4.7 0.050 0.050 0.500 -0.005
x0.50
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PRICE EST NO:2017/93631
Total Quantity 0.270 cum
Total Deducted Quantity -0.005 cum
Net Total Quantity 0.265 cum
Say0.265 cum @ Rs 7990.86 / cum Rs 2117.58
4 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
Foundation 2*3 1.200 0.500 3.600
Total Quantity 3.600 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.600 sqm
Say3.600 sqm @ Rs 335.31 / sqm Rs 1207.12
5 50.6.2.1
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available
size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1
cement :6 coarse sand) etc complete
A. all round wall
( F o u n d a t i o n 1 16.200 0.300 0.500 2.430
& B a s e m e n t )
A. super structure 1 16.200 0.150 0.450 1.094
step 1 1.200 0.300 0.150 0.054
Deductions
GI post foundation
2*3 0.300 0.300 0.500 -0.270
basement
- do - super structure
(2x3x3.14/4x.05x.05x 4.71 0.050 0.050 0.450 -0.005
0.45)
Total Quantity 3.578 cum
Total Deducted Quantity -0.275 cum
Net Total Quantity 3.303 cum
Say3.303 cum @ Rs 6237.61 / cum Rs 20602.83
6 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Outer basement
2 5.350 0.300 3.210
length wise
- do - width wide 2 3.350 0.300 2.010
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PRICE EST NO:2017/93631
- do - super structore 2 5.200 0.450 4.681
- do - - do - 2 3.200 0.450 2.881
hall inner 1 15.600 0.450 7.020
super struct or - top 2 5.200 0.200 2.080
- do - -do- 2 2.900 0.200 1.160
step 1 1.200 0.450 0.540
- do - sides 2 0.300 0.150 0.090
Deductin
door 1 1.200 0.450 -0.540
Total Quantity 23.672 sqm
Total Deducted Quantity -0.540 sqm
Net Total Quantity 23.132 sqm
Say23.132 sqm @ Rs 314.09 / sqm Rs 7265.53
7 10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete.Hot finished welded type tubes
65 mm dia GI pipe for
2*3 3.500 5.03 105.631
supporting post (2x3 )
80x40x2.60 mm
Rect.hollow section for 2 6.000 4.55 54.600
wall plate
- do - - do - 2 3.100 4.55 28.210
60x40x2.60 mm - do -
2*3 2.600 3.73 58.188
Commen rafter
50x25x2 mm - do -
3 1.200 2.15 7.740
Collar
25x25x2.60 mm - do -
2*3 6.100 1.36 49.776
square - do - purlin
Total Quantity 304.145 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 304.145 kg
Say304.145 kg @ Rs 168.81 / kg Rs 51342.72
8
12.50
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as
approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams
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PRICE EST NO:2017/93631
per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and
polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to
avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired
by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm)
with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of
purlins, rafters and trusses and including cutting to size and shape wherever required.
Roof 2 6.300 2.700 34.020
Total Quantity 34.020 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 34.020 sqm
Say34.020 sqm @ Rs 738.69 / sqm Rs 25130.23
9 12.51.1
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total
coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc
coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both
side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws
complete:Ridges plain (500-600 mm)
Ridge 1 6.500 6.500
Total Quantity 6.500 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 6.500 metre
Say6.500 metre @ Rs 490.02 / metre Rs 3185.13
10 11.37
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the
manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory,
Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including
pointing the joints with white cement and matching pigment etc., complete.
Flooring
Hall 1 5.100 3.100 15.810
step 1 1.200 0.450 0.540
- do - 2 0.300 0.150 0.090
Deduction
bin pillar portion 2*4 0.200 0.200 -0.320
Total Quantity 16.440 sqm
Total Deducted Quantity -0.320 sqm
Net Total Quantity 16.120 sqm
Say16.120 sqm @ Rs 1091.02 / sqm Rs 17587.24
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PRICE EST NO:2017/93631
11 10.25.2
Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural
steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Supplying and laying MS angles and rods for fencing on the bricks walls
20x20x3 mm angle
iron & 5 mm dia 2 5.200 2.550 8.400 222.768
MS rods for nets
- do - - do - width wise
2 3.100 2.550 8.400 132.804
including door portion
Door addl. portion of
1 1.200 0.450 8.400 4.537
wall
Total Quantity 360.109 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 360.109 kg
Say360.109 kg @ Rs 154.17 / kg Rs 55518.00
12 13.44.1
Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied
@ 3.84 kg/10 sqm)
Outer basement
2 5.350 0.300 3.210
length wise
- do - width wide 2 3.350 0.300 2.010
- do - super structore 2 5.200 0.450 4.681
- do - - do - 2 3.200 0.450 2.881
hall inner 1 15.600 0.450 7.020
super struct or - top 2 5.200 0.200 2.080
- do - -do- 2 2.900 0.200 1.160
Total Quantity 23.042 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 23.042 sqm
Say23.042 sqm @ Rs 107.39 / sqm Rs 2474.48
13 13.50.3
Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and
manufacture on steel galvanised iron /steel works
Grill area length wise 2 5.200 2.550 26.520
- do - width wise 2 3.100 2.550 15.810
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PRICE EST NO:2017/93631
Door addl. portion 1 1.200 0.450 0.540
Total Quantity 42.870 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 42.870 sqm
Say42.870 sqm @ Rs 59.66 / sqm Rs 2557.62
Sl No Description No L B D CF Quantity Remark
2 Appendix. B. Construction of aerobic bins (2 Nos)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
pillar 2*4 0.400 0.400 0.600 0.769
Total Quantity 0.769 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 0.769 cum
Say0.769 cum @ Rs 214.03 / cum Rs 164.59
2 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
pillar 2*4 0.400 0.400 0.100 0.129
Total Quantity 0.129 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 0.129 cum
Say0.129 cum @ Rs 6814.89 / cum Rs 879.12
3 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
For pillar fixing 2*4 0.400 0.400 0.500 0.641
deduction
pillar portion 2*4 0.200 0.200 0.500 -0.160
Total Quantity 0.641 cum
Total Deducted Quantity -0.160 cum
Net Total Quantity 0.481 cum
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PRICE EST NO:2017/93631
Say0.481 cum @ Rs 7990.86 / cum Rs 3843.60
4 5.16
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including
setting in cement mortar 1:3 ( 1 cement : 3 coarse sand), cost of required centering, shuttering and
finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
Pillar for bins 2*4 0.200 0.200 1.700 0.544
Slab / concrete reeper 2*10*4 0.075 0.030 1.090 0.197
block for slab gape 2*18*4 0.100 0.030 0.050 0.022
Deduction
Grooves portion of
2*8 0.035 0.035 1.200 -0.023
pillar
Total Quantity 0.763 cum
Total Deducted Quantity -0.023 cum
Net Total Quantity 0.740 cum
Say0.740 cum @ Rs 20239.72 / cum Rs 14977.39
5 5.22.1
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelMild steel and Medium Tensile steel bars
Pillar size 1x0.20x0.20x1.70
6 mm dia main bar for
5*8 1.650 0.22 14.520
Pillars
5 mm dia distribution
12*8 0.650 0.15 9.610
bars for Pillars
5 mm dia main bars
2*2*40 1.070 0.15 26.365
for reepers
Total Quantity 50.495 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 50.495 kg
Say50.495 kg @ Rs 96.68 / kg Rs 4881.86
6 5.21
Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm
thick weighing 3.64 kg per sqm for encasing or rolled steel sections in beams, columns and grillages
excluding cost of hangers.
bin face 2*4 1.200 1.200 11.520
Total Quantity 11.520 sqm
Total Deducted Quantity 0.000 sqm
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PRICE EST NO:2017/93631
Net Total Quantity 11.520 sqm
Say11.520 sqm @ Rs 522.56 / sqm Rs 6019.89
7 13.39.1
Colour washing such as green, blue or buff to give an even shade:New work ( two or more coats) with a
base coat of white washing with lime
pillar face (2x4) 8 0.800 1.200 7.680
Grooves 16*2 0.030 1.200 1.152
pillar top 2*4 0.200 0.200 0.321
slab or reeper all
80 1.090 0.210 18.312
round
Total Quantity 27.465 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 27.465 sqm
Say27.465 sqm @ Rs 45.83 / sqm Rs 1258.72
Sl No Description No L B D CF Quantity Remark
3 Engaging man madzoor for arranging the pre-cast items
Lump-Sum Total Rs 500.00
Sl No Description No L B D CF Quantity
Remark 4 Providing Drainage facility,Soak pitt and necessary fitting etc.complete
Lump-Sum Total Rs 2500.00
Sl No Description No L B D CF Quantity
Remark 5 Providing Name board and locking arrengment
Lump-Sum Total Rs 2500.00
Amount reserved for GST payments Rs 42845.61
Total Rs 280876.80
Lumpsum for round off 123.20
TOTAL Rs 280999.99864380003
Rounded Total Rs 281000.00
Rupees Two Lakh Eighty One Thousand Only
(Cost Index Applied for this estimate is 35.59%)
printed on 23-06-2023 11:55:36 page 8
