estim -het.xlsx
TRANSCRIPT
ESTIMATE FOR PROPOSED HOUSE OF MIS SHIPRA MANDAL AT BENISAGAR PANNA PLOT SIZE -9.00M X 15.00M KH. NO.1863/10/1 JUJ PART
SN. CSR ITEM NO. Particular NO. L W H/D QTY UNIT
1 2 3 4 5 6 7 8 9
1 2.2 PAGE 1 1 15 9 - 135 Sqm.
2 2.6.1 page 1 earth work in excavation in all kinds of soil
21 1.8 1.8 1.8 122.47 Cum.
Total- 122.47 Cum
3 4.1.1.4 page 4
Columns 21 1.8 1.8 0.1 6.80 Cum.
Total- 6.80 Cum
4 5.1.1 page 6
Column s footing( 1x1+.22x.22)/2=.524 21 1.6 1.6 0.8 43.01 Cum.
Columns up to plinth level 21 0.22 0.22 1.75 1.78 Cum.
Columns up to roof level 18 0.22 0.22 3.5 3.05 Cum.
beam at plinth level 1 90 0.3 0.3 8.10 Cum.
Chhajjas 1 9 0.6 0.1 0.54 Cum.
Slab 1 11.7 9 0.1 10.53 Cum.
Total- 67.01 Cum
Clearing jungle including up rooting of rank vegetation grass brush wood etc.
for columns
Filling foundation - providing and laying in position cement concrete of M- 10 Grade with 20mm nominal size graded stone aggregate
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - All work up to plinth level. R.C.C.M20
5 5.9.1 page 6 Sqm.
for columns in main building 18 4 0.22 4.6 72.864 Sqm.
for beam at plinth level 1 105 0.6 - 63 Sqm.
for beam at roof level 1 105 0.66 - 69.3
for beab at door level 1 105 0.66 69.3 Sqm.
for chhajjas 1 9 0.75 - 6.75 Sqm.
for slab 1 11.7 9 - 105.3 Sqm.
Total- 386.51 Sqm.
6 S.O.R.5.16.3 45 0.785 - - 35.33 Qtl.
7 S.O.R.2.27
rooms 1 15 9 0.5 67.50 Cum.
Total- 67.50 Cum.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete up to plinth level.
Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding including cost of binding wire up to floor twolevel including all wastage etc. complete. Cold twisted bars (CTD)Steel - @1.25%of R.C.C.
Supplying and filling in plinth with hard Murom/hard copra under floors including watering ramming consolidating and dressing completeMurom Fillay-
8 6.3.2 page 9 Cum.
in main building 1 90 0.22 3.5 69.30 Cum.
1 15.6 0.22 1.8 6.18 Cum.
total 69.30 Cum.
Deductions for doors D 10 1.2 2.1 0.22 5.54 Cum.
w1 2 2 1 0.22 0.88 Cum.
ventilator 8 0.6 0.45 0.22 0.48 Cum.
total ded 6.90 Cum.
net total 62.40 Cum.
9 13.1.3 Sqm.
ceilling 1 11.7 - 9 105.3 Sqm.
Total 105.30 Sqm.
10 13.2.3 Sqm.
in main building 2 105 - 3.5 735 Sqm.
Deduction for door and window 20 1.2 - 2.1 50.4 Sqm.
2 3 - 2 12 Sqm.
8 1.5 - 1.35 16.2 Sqm.
4 2 - 1.2 9.6 Sqm.
total ded 88.20 Sqm.
Brick work with well brunt chimney , bricks, crushing strength not less than 25kg /sq cm and water abs or pt ion not more than 20% in foundation and plinth Cement Mortar 1:6 (1 cement : 6 sand) Extra for brick work in superstructure above floor II level for each Add @ 1% of additional floor or part thereof.
S.O.R.13.1.212mm cement plaster of mix. 1:6 (1 cement: 6 sand)
S.O.R.13.1.215 mm cement plaster of mix. 1:6 (1 cement: 6 sand)
10 13.2.3
net total 646.80 Sqm.
11 9.7.5.2 page 17 Sqm.
doors D 10 1.2 - 2.1 25.2 Sqm.
w1 2 2 - 2.1 8.4 Sqm.
total 33.60 Sqm.
Add 5% for electrification Add 3% for white washing
Total Add 1% for labour welfare tax
R/O 920500.00
RS. NINE LAKH TWENTY THOUSAND FIVE HUNDRED ONLY .
veenered flat pressed three layer or gradedwood particle board with commercial veenering on both sides confirming to is 3097 grade I
Total-
Add 5% for sanitary fittings including 500 lit tank for each quarter
ESTIMATE FOR PROPOSED HOUSE OF MIS SHIPRA MANDAL AT BENISAGAR PANNA PLOT SIZE -9.00M X 15.00M KH. NO.1863/10/1 JUJ PART
RATE AMOUNT
10 11
3.28 443
123
123 15064
3335
3335 22691
4526
4526 303269
146
146 56431
4800 169560
388 26190
2519
2248 155786
74
74 7792
88
88 56918
884
884 29702
843847
42192
25315
42192
911355
9114
SAY 920469
R/O 920500.00
RS. NINE LAKH TWENTY THOUSAND FIVE HUNDRED ONLY .
ESTIMATE FOR PROPOSED HOUSE OF SHRI HET RAM MISHRA AT BENISAGAR PANNA
FOR FIRST FLOOR OF OLD EXISTING HOUSE
SN. Particular NO. L W H/D QTY
1 2 3 4 5 6 7 8
1 5.1.1 page 6
12 15.24 0.3 0.3 16.46
15 7 0.3 0.3 9.45
staircase slab 4 2.44 1 0.15 1.46
4 2 1 0.15 1.20
staircase step 40 1 0.15 0.15 0.90
Slab 1 15.24 7 0.1 10.67
Total- 40.14
2 5.9.1 page 6
24 15.24 0.3 - 109.728
30 7 0.3 - 63
staircase slab 4 2.44 1 9.76
4 2 1 8
staircase step 80 1 0.15 12
Slab 1 15.24 7 106.68
Total- 309.17
3 40.14 0.785 - - 31.51
CSR ITEM NO.
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - R.C.C.M20
beam at top of ground floor slab at lintel level and at bottom of first floor slab slab
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
beam at top of ground floor slab at lintel level and at bottom of first floor slab slab
S.O.R.5.16.3
Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding including cost of binding wire up to floor twolevel including all wastage etc. complete. Cold twisted bars (CTD)Steel - @1.25%of R.C.C.
4
in main building 4 15.24 0.22 3.5 46.94
5 7 0.22 3.5 26.95
total 73.89
Deductions for doors D 10 1.2 2.1 0.22 5.54
w1 2 2 1 0.22 0.88
ventilator 8 0.6 0.45 0.22 0.48
total de 6.90net tota 66.99
5 13.1.3
1 15.24 7 106.68
4 2.44 2 19.52
ceilling 4 2 - 1 8
Total 134.20
6 13.2.3
in main building 8 15.24 - 3.5 426.72
10 7 3.5 245
Deductions for doors D 10 1.2 2.1 25.2
w1 2 2 1.2 4.8
ventilator 8 0.6 0.3 1.44
total de 703.16
6.3.2 page 9
Brick work with well brunt chimney , bricks, crushing strength not less than 25kg /sq cm and water abs or pt ion not more than 20% in foundation and plinth Cement Mortar 1:6 (1 cement : 6 sand) Extra for brick work in superstructure above floor II level for each Add @ 1% of additional floor or part thereof.
S.O.R.13.1.212mm cement plaster of mix. 1:6 (1 cement: 6 sand)
S.O.R.13.1.215 mm cement plaster of mix. 1:6 (1 cement: 6 sand)
7
doors D 10 1.2 - 2.1 25.2
w1 2 2 - 2.1 8.4
total 33.60
8
8 2.9 3.08 71.456
11.34.1 Size of Tile 50x50 cm
9
specifications : 134.20703.16
TOTAL 837.36
10 Add 5% for electrification
11 Add 3% for white washing
12
Total
Add 1% for labour welfare tax
9.7.5.2 page 17
veenered flat pressed three layer or gradedwood particle board with commercial veenering on both sides confirming to is 3097 grade I
11.34 Providing and laying polished vitrified floor tiles in
different sizes of 10mm thickness with water absorption's less
than 0.08% and conforming to IS : 15622 of approved make inall colours and shades, laid on 20mm thick cement mortar 1:4(1 cement : 4 sand) including grouting the joints with white
cement and matching pigments etc., complete.
13.37 Finishing walls with Deluxe Multi surface paint system for
interiors and exteriors using primer as per manufacturers
13.37.1 Two or more coats applied @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @0.75 ltr / 10 sqm.
Add 5% for sanitary fittings including 500 lit tank for each quarter
R/O
RS. EIGHT LAKH SEVEN THOUSAND ONLY .
ESTIMATE FOR PROPOSED HOUSE OF SHRI HET RAM MISHRA AT BENISAGAR PANNA
FOR FIRST FLOOR OF OLD EXISTING HOUSE
UNIT RATE AMOUNT
9 10 11
4526
Cum.
Cum.
Cum.
Cum.
Cum.
Cum.
Cum 4526 181679
Sqm. 146
Sqm.
Sqm.
Sqm. 146 45139
Qtl. 4800 151248
Cum. 2519
Cum.
Cum.
Cum.
Cum.
Cum.
Cum.
Cum.
Cum. 2248 105519
Sqm. 74
Sqm.
Sqm. 74 9931
Sqm. 88
Sqm.
Sqm.
Sqm.
Sqm.
Sqm.
Sqm. 88 61878
Sqm. 884
Sqm.
Sqm.
Sqm. 884 29702
Sqm. 868
868 62024
Sqm. 71 59453
706572
35329
21197
35329
798426
7984
SAY 806411
807000
RS. EIGHT LAKH SEVEN THOUSAND ONLY .
R/O 920500.00
ESTIMATE FOR PROPOSED HOUSE OF RAMASHANKAR RAIKWAR AT VILL. JANAKPUR PANNA PLOT SIZE -15.00M X 12.00M KH. NO.103/2/1/14
SN. Particular NO. L W
1 2 3 4 5 6
1 2.2 PAGE 1 1 15 12
2 2.6.1 page 1 earth work in excavation in all kinds of soil
21 1.8 1.8
3 4.1.1.4 page 4
Columns 21 1.8 1.8
4 5.1.1 page 6
Column s footing( 1x1+.22x.22)/2=.524 21 1.6 1.6
Columns up to plinth level 21 0.22 0.22
Columns up to roof level 18 0.22 0.22
beam at plinth level 1 90 0.3
Chhajjas 1 20 0.6
Slab 1 15 10.7
PORCH 1 4 3
5 5.9.1 page 6
for columns in main building 18 4 0.22
for beam at plinth level 1 105 0.6
for beam at roof level 1 105 0.66
for beab at door level 1 105 0.66
for chhajjas 1 20 0.75
for slab 1 15 10.7
CSR ITEM NO.
Clearing jungle including up rooting of rank vegetation grass brush wood etc.
for columns Filling foundation - providing and laying in
position cement concrete of M- 10 Grade with 20mm nominal size graded stone aggregate
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - All work up to plinth level. R.C.C.M20
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete up to plinth level.
5 5.9.1 page 6
PORCH AND STAIR 1 4 3
6 74.39 0.785 -
7
rooms 1 14.2 9.5
8
in main building 5 9.5 0.224 15 0.222 1.52 0.221 15 0.22
Deductions for doors D 11 1.2 2.1
w1 6 2 1
ventilator 10 0.6 0.45MAIN GATE 1 3 1.8
S.O.R.5.16.3
Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding including cost of binding wire up to floor twolevel including all wastage etc. complete. Cold twisted bars (CTD)Steel - @1.25%of R.C.C.
S.O.R.2.27 Supplying and filling in plinth with hard Murom/hard copra under floors including watering ramming consolidating and dressing completeMurom Fillay-
S O R 6.3.2
page 9
Brick work with well brunt chimney , bricks, crushing strength not less than 25kg /sq cm and water abs or pt ion not more than 20% in foundation and plinth Cement Mortar 1:6 (1 cement : 6 sand) Extra for brick work in superstructure above floor II level for each Add @ 1% of additional floor or part thereof.
9 13.1.3
in main building 10 9.5 -8 15 -4 1.52 -2 15 -2 15 -
Deductions for doors D 22 1.2 -
w1 12 2 -
ventilator 20 0.6 -
MAIN GATE 2 3 -
1 15
S.O.R.13.1.212mm cement plaster of mix. 1:6 (1 cement: 6 sand)
. S.O.R 11.34.1
Providing and laying polished vitrified floor tiles indifferent sizes of 10mm thickness with water absorption's lessthan 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4cement and matching pigments etc., complete. Size of Tile 50x50 cm
13.34.1 PAGE 102
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10sqm) over and including basecoat of water proofing cement paint applied @ 2.20kg/10 sqm
WALLS 2 9.5
2 15
4 1.52
2 15
DEDUCTION FOR DOORS WINDOW
1 1.2
2 3
2 2.1
NET TOTAL
11
DOOR 11 1.2 -w1 6 2.1 -
LUMPSUM
LUMPSUM
Add 5% for electrification Add 3% for white washing
13.37.1 PAGE 102
Finishing walls with Deluxe Multi surface paint system forinteriors and exteriors using primer as per manufacturersspecifications : Two or more coats applied @ 1.25 ltr/10 sqm. overand including one coat of Special primer applied @0.75 ltr / 10 sqm.
1042.8-218.08=82
4.72
9.7.5.2 page 17
veenered flat pressed three layer or gradedwood particle board with commercial veenering on both sides confirming to is 3097 grade I
SUPPLYING AND FIXING OF STEEL MAIN GATE AND GRILL FOR WINDOWS AND VENTILATORS
CONSTRUCTION OF WATER HARVESTING TANK Total-
Total Add 1% for labour welfare tax
RS. FORTEEN LAKH LAKH SEVENTY THREE THOUSAND ONLY .
Add 5% for sanitary fittings including 500 lit tank for each quarter
ESTIMATE FOR PROPOSED HOUSE OF RAMASHANKAR RAIKWAR AT VILL. JANAKPUR PANNA PLOT SIZE -15.00M X 12.00M KH. NO.103/2/1/14
H/D QTY UNIT RATE AMOUNT
7 8 9 10 11
- 180 Sqm. 3.28 590
1.8 122.47 Cum. 123 15064
3335
0.1 6.80 Cum. 3335 22691
4526
0.8 43.01 Cum.
1.75 1.78 Cum.
3.5 3.05 Cum.
0.3 8.10 Cum.
0.1 1.20 Cum.
0.1 16.05 Cum.
0.1 1.20 Cum.
Total- 74.39 Cum 4526 336671
Sqm. 146
4.6 72.864 Sqm.
- 63 Sqm.
- 69.3 Sqm.
69.3 Sqm.
- 15 Sqm.
- 160.5 Sqm.
12 Sqm.
Total- 461.96 Sqm. 146 67447
- 58.40 Qtl. 4800 280302
0.5 67.45 Cum.
Total- 67.45 Cum. 388 26171
Cum. 2519
3.5 36.58 Cum.
3.5 46.20 Cum.
1.8 1.20 Cum.
1.8 5.94 Cum.
total 89.92 Cum.
0.22 6.10 Cum.
0.22 2.64 Cum.
0.22 0.59 Cum.
0.22 1.19
total ded 10.52 Cum.
net total 79.40 Cum. 2519 92132
Sqm. 88
3.5 332.50 Sqm.
3.5 420.00 Sqm.
1.8 10.94 Sqm.
10.7 321.00 Sqm.
1.8 54.00 Sqm.
total 1138.44 Sqm.
2.1 55.44 Sqm.
1 24.00 Sqm.
0.45 5.40 Sqm.
1.8 10.80 Sqm.
total ded 95.64 Sqm.
net total 1042.80 Sqm. 88 91767
12 180.00 Sqm. 868 156240
Sqm. 105
3.5 66.50 Sqm.
3.5 105.00 Sqm.
1.8 10.94 Sqm.
1.8 54.00 Sqm.
TOTAL 236.44 Sqm.
2.1 2.52 Sqm.
1.8 10.80 Sqm. 824.721.2 5.04 Sqm.
TOTAL 18.36 Sqm.
NET TOTAL 218.08 Sqm. 105 22899
824.72 Sqm. 71 58555
Sqm. 884
2.1 27.72 Sqm.
1.2 15.12 Sqm.
total 42.84 Sqm. 884 37871
2000.00 KG 58.4 116800
25000
1350199
67510
40506
67510
1458215
14582
SAY 1472797
R/O 1473000.00
RS. FORTEEN LAKH LAKH SEVENTY THREE THOUSAND ONLY .
ESTIMATE FOR PROPOSED HOUSE OF SANJAY KUMAR AGRAWAL AT BENISAGAR MOHALLA PANNA PLOT SIZE -16.00M X 11.40M KH. NO.2446 JUJ
SN. Particular NO. L W H/D QTY UNIT
1 2 3 4 5 6 7 8 9
1 2.2 PAGE 1 1 16 11.4 - 182.4 Sqm.
2 2.6.1 page 1 earth work in excavation in all kinds of soil
21 1.8 1.8 1.8 122.47 Cum.
3
Columns 21 1.8 1.8 0.1 6.80 Cum.
4 5.1.1 page 6
Column s footing( 1x1+.22x.22)/2=.524 21 1.6 1.6 0.8 43.01 Cum.
Columns up to plinth level 21 0.22 0.22 1.75 1.78 Cum.
Columns up to roof level 18 0.22 0.22 3.5 3.05 Cum.
beam at plinth level 1 96 0.3 0.3 8.64 Cum.
Chhajjas 1 20 0.6 0.1 1.20 Cum.
Slab 1 15 10.7 0.1 16.05 Cum.
Total- 73.73 Cum
5 5.9.1 page 6 Sqm.
for columns in main building 18 4 0.22 4.6 72.864 Sqm.
for beam at plinth level 1 105 0.6 - 63 Sqm.
for beam at roof level 1 105 0.66 - 69.3 Sqm.
for beab at door level 1 105 0.66 69.3 Sqm.
for chhajjas 1 20 0.75 - 15 Sqm.
for slab 1 15 10.7 - 160.5 Sqm.
STAIR 1 5.4 2.4 12.96 Sqm.
Total- 462.92 Sqm.
CSR ITEM NO.
Clearing jungle including up rooting of rank vegetation grass brush wood etc.
for columns 4.1.1.4 page
4Filling foundation - providing and laying in position cement concrete of M- 10 Grade with 20mm nominal size graded stone aggregate
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - All work up to plinth level. R.C.C.M20
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete up to plinth level.
6 73.73 0.785 - - 57.88 Qtl.
7
rooms 1 14.2 9.5 0.5 67.45 Cum.
Total- 67.45 Cum.
8 Cum.
in main building 5 10.6 0.22 3.5 40.81 Cum.
4 16 0.22 3.5 49.28 Cum.
2 1.52 0.22 1.8 1.20 Cum.
1 16 0.22 1.8 6.34 Cum.
total 97.63 Cum.
Deductions for doors D 17 1.2 2.1 0.22 9.42 Cum.
w1 11 2 1 0.22 4.84 Cum.
ventilator 11 0.6 0.45 0.22 0.65 Cum.
MAIN GATE 1 2.4 1.8 0.22 0.95
total d 15.87 Cum.
net tot 81.76 Cum.
9 13.1.3 Sqm.
S.O.R.5.16.3
Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding including cost of binding wire up to floor twolevel including all wastage etc. complete. Cold twisted bars (CTD)Steel - @1.25%of R.C.C.
S.O.R.2.27
Supplying and filling in plinth with hard Murom/hard copra under floors including watering ramming consolidating and dressing completeMurom Fillay-
S O R 6.3.2
page 9
Brick work with well brunt chimney , bricks, crushing strength not less than 25kg /sq cm and water abs or pt ion not more than 20% in foundation and plinth Cement Mortar 1:6 (1 cement : 6 sand) Extra for brick work in superstructure above floor II level for each Add @ 1% of additional floor or part thereof.
S.O.R.13.1.212mm cement plaster of mix. 1:6 (1 cement: 6 sand)
9 13.1.3
in main building 10 9.5 - 3.5 332.50 Sqm.
8 15 - 3.5 420.00 Sqm.
4 1.52 - 1.8 10.94 Sqm.
2 15 - 10.7 321.00 Sqm.
2 15 - 1.8 54.00 Sqm.
total 1138.44 Sqm.
Deductions for doors D 34 1.2 - 2.1 85.68 Sqm.
w1 22 2 - 1 44.00 Sqm.
ventilator 22 0.6 - 0.45 5.94 Sqm.
MAIN GATE 2 2.4 - 1.8 8.64 Sqm.
total d 144.26 Sqm.
net tot 994.18 Sqm.
10 1 17 12 204.00 Sqm.
11 Sqm.
WALLS 2 10.6 3.5 74.20 Sqm.
2 16 3.5 112.00 Sqm.
4 1.52 1.8 10.94 Sqm.
2 15 1.8 54.00 Sqm.
TOTAL 251.14 Sqm.
DEDUCTION FOR DOORS WINDOW
1 1.2 2.1 2.52 Sqm.
2 3 1.8 10.80 Sqm.
2 2.1 1.2 5.04 Sqm.
TOTAL 18.36 Sqm.
NET TOTAL 232.78 Sqm.
. S.O.R 11.34.1
Providing and laying polished vitrified floor tiles indifferent sizes of 10mm thickness with water absorption's lessthan 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4cement and matching pigments etc., complete. Size of Tile 50x50 cm
13.34.1 PAGE 102
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10sqm) over and including basecoat of water proofing cement paint applied @ 2.20kg/10 sqm
12 905.66 Sqm.
13 Sqm.
DOOR 17 1.2 - 2.1 42.84 Sqm.
w1 11 2.1 - 1.2 27.72 Sqm.
total 70.56 Sqm.
14
Add 5% for electrification Add 3% for white washing
Total Add 1% for labour welfare tax
R/O 1404000.00
RS. FORTEEN LAKH FOUR THOUSAND ONLY .
13.37.1 PAGE 102
Finishing walls with Deluxe Multi surface paint system forinteriors and exteriors using primer as per manufacturersspecifications : Two or more coats applied @ 1.25 ltr/10 sqm. overand including one coat of Special primer applied @0.75 ltr / 10 sqm.
1138.44-232.78=905.6
6
9.7.5.2 page 17
veenered flat pressed three layer or gradedwood particle board with commercial veenering on both sides confirming to is 3097 grade I
CONSTRUCTION OF WATER HARVESTING TANK
LUMPSUM
Total-
Add 5% for sanitary fittings including 500 lit tank for each quarter
ESTIMATE FOR PROPOSED HOUSE OF SANJAY KUMAR AGRAWAL AT BENISAGAR MOHALLA PANNA PLOT SIZE -16.00M X 11.40M KH. NO.2446 JUJ
RATE AMOUNT
10 11
3.28 598
123 15064
3335
3335 22691
4526
4526 333683
146
146 67587
4800 277815
388 26171
2519
2519 102800
88
88 87488
868 177072
105
105 24442
71 64302
884
884 62375
25000
1287089
64354
38613
64354
1390056
13901
SAY 1403957
R/O 1404000.00
RS. FORTEEN LAKH FOUR THOUSAND ONLY .
ESTIMATE FOR PROPOSED HOUSE OF SANJAY KUMAR AGRAWAL AT BENISAGAR MOHALLA PANNA PLOT SIZE -16.00M X 11.40M KH. NO.2446 JUJ
SN. Particular NO. L W H/D QTY
1 2 3 4 5 6 7 8
1 1 16 11.4 - 182.4
2 earth work in excavation in all kinds of soil
21 1.8 1.8 1.8 122.47
3
Columns 21 1.8 1.8 0.1 6.80
4
Column s footing( 1x1+.22x.22)/2=.524 21 1.6 1.6 0.8 43.01
Columns up to plinth level 21 0.22 0.22 1.75 1.78
Columns up to roof level 18 0.22 0.22 3.5 3.05
beam at plinth level 1 96 0.3 0.3 8.64
Chhajjas 1 20 0.6 0.1 1.20
Slab 1 15 10.7 0.1 16.05
Total- 73.73
5
for columns in main building 18 4 0.22 4.6 72.864
for beam at plinth level 1 105 0.6 - 63
for beam at roof level 1 105 0.66 - 69.3
for beab at door level 1 105 0.66 69.3
for chhajjas 1 20 0.75 - 15
for slab 1 15 10.7 - 160.5
STAIR 1 5.4 2.4 12.96
Total- 462.92
CSR ITEM NO.
2.2 PAGE 1
Clearing jungle including up rooting of rank vegetation grass brush wood etc.
2.6.1 page 1 for columns
4.1.1.4 page 4
Filling foundation - providing and laying in position cement concrete of M- 10 Grade with 20mm nominal size graded stone aggregate
5.1.1 page 6
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - All work up to plinth level. R.C.C.M20
5.9.1 page 6
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete up to plinth level.
6 73.73 0.785 - - 57.88
7
rooms 1 14.2 9.5 0.5 67.45
Total- 67.45
8
in main building 5 10.6 0.22 3.5 40.81
4 16 0.22 3.5 49.28
2 1.52 0.22 1.8 1.20
1 16 0.22 1.8 6.34
total 97.63
Deductions for doors D 17 1.2 2.1 0.22 9.42
w1 11 2 1 0.22 4.84
ventilator 11 0.6 0.45 0.22 0.65
MAIN GATE 1 2.4 1.8 0.22 0.95
total 15.87net to 81.76
9
10 Add 5% for electrification 11 Add 3% for white washing 12
S.O.R.5.16.3
Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding including cost of binding wire up to floor twolevel including all wastage etc. complete. Cold twisted bars (CTD)Steel - @1.25%of R.C.C.
S.O.R.2.27
Supplying and filling in plinth with hard Murom/hard copra under floors including watering ramming consolidating and dressing completeMurom Fillay-
S O R 6.3.2
page 9 Brick work with well brunt chimney , bricks, crushing strength not less than 25kg /sq cm and water abs or pt ion not more than 20% in foundation and plinth Cement Mortar 1:6 (1 cement : 6 sand) Extra for brick work in superstructure above floor II level for each Add @ 1% of additional floor or part thereof.
CONSTRUCTION OF WATER HARVESTING TANK
LUMPSUM
Total-
Add 5% for sanitary fittings including 500 lit tank for each quarter
Total Add 1% for labour welfare tax
RS. NINE LAKH FIFTY ONE THOUSAND ONLY .
ESTIMATE FOR PROPOSED HOUSE OF SANJAY KUMAR AGRAWAL AT BENISAGAR MOHALLA PANNA PLOT SIZE -16.00M X 11.40M KH. NO.2446 JUJ
UNIT RATE AMOUNT
9 10 11
Sqm. 3.28 598
Cum. 123 15064
3335
Cum. 3335 22691
4526
Cum.
Cum.
Cum.
Cum.
Cum.
Cum.
Cum 4526 333683
Sqm. 146
Sqm.
Sqm.
Sqm.
Sqm.
Sqm.
Sqm.
Sqm.
Sqm. 146 67587
Qtl. 4800 277815
Cum.
Cum. 388 26171
Cum. 2519
Cum.
Cum.
Cum.
Cum.
Cum.
Cum.
Cum.
Cum.
Cum.
Cum. 2519 102800
25000
871410
43570
26142
43570
941122
9411
SAY 950534
R/O 951000.00
RS. NINE LAKH FIFTY ONE THOUSAND ONLY .
ESTIMATE FOR PROPOSED HOUSE OF GIRISH PARNAMI AT RANIGANJ MOHALLA PANNA PLOT SIZE -3.00M X 7.60M HOUSE NO. 315/1 WARD NO. OLD 14
SN. Particular NO. L W H/D QTY UNIT
1 2 3 4 5 6 7 8 9
1 2.2 PAGE 1 1 3 7.6 - 22.8 Sqm.
2 2.6.1 page 1 earth work in excavation in all kinds of soil
6 1.8 1.8 1.8 34.99 Cum.
3 4.1.1.4 page 4
Columns 6 1.8 1.8 0.1 1.94 Cum.
4 5.1.1 page 6
Column s footing( 1x1+.22x.22)/2=.524 6 1.6 1.6 0.8 12.29 Cum.
Columns up to plinth level 6 0.22 0.22 1.75 0.51 Cum.
Columns up to roof level 6 0.22 0.22 3.5 1.02 Cum.
beam at plinth level 1 21.5 0.3 0.3 1.94 Cum.
Chhajjas 1 3.3 0.6 0.1 0.20 Cum.
Slab 1 3.3 8.5 0.1 2.81 Cum.
Total- 18.75 Cum
CSR ITEM NO.
Clearing jungle including up rooting of rank vegetation grass brush wood etc.
for columns Filling foundation - providing and laying in position cement
concrete of M- 10 Grade with 20mm nominal size graded stone aggregate
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - All work up to plinth level. R.C.C.M20
5 5.9.1 page 6 Sqm.
for columns in main building 6 4 0.22 4.6 24.288 Sqm.
for beam at plinth level 1 21.5 0.6 - 12.9 Sqm.
for beam at roof level 1 21.5 0.66 - 14.19 Sqm.
for chhajjas 1 3.3 0.75 - 2.475 Sqm.
for slab 1 3.3 8.5 - 28.05 Sqm.
STAIR 1 5.4 2.4 12.96 Sqm.
Total- 94.86 Sqm.
6 18.75 0.785 - - 14.72 Qtl.
7
rooms 1 3 7 0.5 10.50 Cum.
Total- 10.50 Cum.
8 Cum.
in main building 1 21.5 0.22 3.5 16.56 Cum.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete up to plinth level.
S.O.R.5.16.3
Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding including cost of binding wire up to floor twolevel including all wastage etc. complete. Cold twisted bars (CTD)Steel - @1.25%of R.C.C.
S.O.R.2.27 Supplying and filling in plinth with hard Murom/hard copra under floors including watering ramming consolidating and dressing completeMurom Fillay-
S O R 6.3.2
page 9
Brick work with well brunt chimney , bricks, crushing strength not less than 25kg /sq cm and water abs or pt ion not more than 20% in foundation and plinth Cement Mortar 1:6 (1 cement : 6 sand) Extra for brick work in superstructure above floor II level for each Add @ 1% of additional floor or part thereof.
8
total 16.56 Cum.
Deductions for doors D 1 2.1 2.1 0.22 0.97 Cum.
ventilator 2 0.6 0.45 0.22 0.12 Cum.
total ded 1.09 Cum.
net total 15.47 Cum.
9 1 3 7 21.00 Sqm.
10 Sqm.
WALLS 2 7.6 3.5 53.20 Sqm.
2 3 3.5 21.00 Sqm.
TOTAL 74.20 Sqm.
DEDUCTION FOR DOOR 1 2.1 2.1 4.41 Sqm.
TOTAL 4.41 Sqm.
NET TOTAL 69.79 Sqm.
S O R 6.3.2
page 9
. S.O.R 11.34.1
Providing and laying polished vitrified floor tiles indifferent sizes of 10mm thickness with water absorption's lessthan 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4cement and matching pigments etc., complete. Size of Tile 50x50 cm
13.34.1 PAGE 102
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10sqm) over and including basecoat of water proofing cement paint applied @ 2.20kg/10 sqm
11 69.79 69.79 Sqm.
12 1 2.1 2.1 0 4.41 Sqm.
total 4.41 Sqm.
13.37.1 PAGE 102
Finishing walls with Deluxe Multi surface paint system forinteriors and exteriors using primer as per manufacturersspecifications : Two or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @0.75 ltr / 10 sqm.
10.6.3 PAGE 71
Supplying and fixing rolling shutters of approved make, made ofrequired size M.S. laths interlocked together through their entirelength and jointed together at the end by end locks mounted onspecially designed pipe shaft with brackets, side guides andarrangements for inside and outside locking with push and pulloperation complete including the cost of providing and fixingnecessary 27.5cm long wire springs grade No.2 and M.S. topcover of required thickness for rolling shutters.10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick topcover.Sqm 999.00
Total
RS. TWO LAKH SIXTY ONE THOUSAND ONLY .
Total-
ESTIMATE FOR PROPOSED HOUSE OF GIRISH PARNAMI AT RANIGANJ MOHALLA PANNA PLOT SIZE -3.00M X 7.60M HOUSE NO. 315/1 WARD NO. OLD 14
RATE AMOUNT
10 11
3.28 75
123 4304
3335
3335 6483
4526
4526 84865
146
146 13850
4800 70650
388 4074
2519
2519 41702
868 18228
105
105 7328
71 4955
999
999 4406
260920
260920
SAY 261000
RS. TWO LAKH SIXTY ONE THOUSAND ONLY .