sbms gowri kalyanamandapam, srisailam estimate 03.06.14
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8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
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Name of Work : SBMS GOWRI KALYANAMANDAPAM, SREESAIL
SSR NON-SSR
1 Civil Internal Works 37,569,320.89
2 Civil Work - External Development Works
3
TOTAL 37,569,320.89
4 Electrical Works - 12.5% On Civil Int. cost 4,696,165.115
Plumbing & Sanitary works - 7.5% On Civil
Int.cost2,817,699.07 0.00
TOTAL 45,083,185.07
Discount @ 7% -3,155,822.95
NET AMOUNT 41,927,362.11
SUMMARY OF COST
S.No. DESCRIPTIONAMOUNT
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TOTAL AMOUNT
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ABSTRACTCIVILINT, S
Name of Work : SBMS GOWRI KALYANAMANDAPAM, SREESAILAM
ABSTRACT ( The Estimate is prepared as per SSR 2013 - 2014 )
SSR Non- SSR SSR Non-SSR Items
1 2 3 4 5 6 7 8 9
1 Rock Cutting
cum 113.49 520.00 59,012.60 0.00 59,0
2 Sand Filling cum 56.74 2,183.00 123,870.03 0.00 123,8
3 Filling with bouledrs with gravel (60:40).. cum 2,251.73 395.10 889,660.26 0.00 889,6
4 PCC 1:4:8 cum 223.75 7,739.36 1,731,685.91 0.00 1,731,6
5 VRCC - M20 -
A ) FOOTINGS cum 104.88 10,974.24 1,150,967.59 0.00 1,150,9
B ) COLUMNS cum 107.11 12,102.95 1,296,360.80 0.00 1,296,3
C ) T BEAMS cum 179.12 13,520.13 2,421,747.58 0.00 2,421,7
D ) PLINTH BEAMS cum 33.51 12,540.73 420,205.90 0.00 420,2
E ) ROOF SLAB - 4.5" thick cum 312.71 15,993.33 5,001,195.58 0.00 5,001,1
F ) ROOF SLAB - 5" thick - Waist Slab - cum 19.58 16,992.76 332,719.35 0.00 332,7
G ) SUNSHADES - smt 135.87 625.28 84,958.37 0.00 84,9
6 Reinforcement Steel MT 81.00 66,651.06 5,398,735.86 0.00 5,398,7
Rate AmountBOQ
Item NoDescription of Item Unit BOQ Total Amoun
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ABSTRACTCIVILINT, SB
SSR Non- SSR SSR Non-SSR Items1 2 3 4 5 6 7 8 9
Rate AmountBOQ
Item No
Description of Item Unit BOQ Total Amoun
7 RR Masonry 2nd sort - CM 1:8 cum 101.09 3,686.11 372,629.55 0.00 372,6
8 Brick Masonry ( CM 1:6 ) cum 518.08 4,908.60 2,543,064.90 0.00 2,543,0
9 Brick Masonry - 4.5" Thick ( CM 1:6 ) sqm 1,052.84 623.81 656,771.76 0.00 656,7
10 Ceiling Plastering 12mm ( CM-1:5, CM-1:3 )Sqm 2,304.23 258.98 596,758.68 0.00 596,7
11 Internal wall plastering 12mm (CM 1:6 & 1:3 )Sqm 6,614.53 255.37 1,689,155.79 0.00 1,689,1
12 External plastering Sqm 1,344.59 312.16 419,732.81 0.00 419,7
13 Impervious coating ( Waterproofing terrace )Sqm 784.24 338.32 265,325.86 0.00 265,3
14 Teak wood Door Sqm 281.74 11,144.12 3,139,722.09 0.00 3,139,7
15 Teak wood Window Sqm 187.55 11,638.14 2,182,691.47 0.00 2,182,6
16Plastic Emulsion paint - Biela wall care - Wall
paintSqm 7,959.12 350.00 2,785,692.61 0.00 2,785,6
17 Synthetic Enamel paint for Wood work Sqm 938.57 104.00 97,611.15 0.00 97,6
18 Oil Bound Distemper ( Ceilings ) Sqm 2,304.23 76.41 176,066.54 0.00 176,0
19 Vitrified Floorings - 598x598x8 mm Sqm 2,652.15 1,040.65 2,759,953.71 0.00 2,759,9
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ABSTRACTCIVI
SSR Non- SSR SSR Non-SSR Items
1 2 3 4 5 6 7 8
Rate AmountBOQ
Item NoDescription of Item Unit BOQ Total Am
20 Polished Tandur Stone Sqm 187.46 464.65 87,102.93 0.00
21Dadoing with Decorated coloured background
glazed tiles - 200 x 300 mmSqm 829.79 1,067.65 885,921.20 0.00 8
TOTAL AMOUNT 37,569,320.89 0.00 37,5
37,569,320.89
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Rate as per
site
condition
Remarks
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Remarks
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Remarks
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RA - 7, BOQCIV, GUN, VJA
Name of Work : SBMS GOWRI KALYANAMANDAPAM, SREESAILAM
BOQ Item
No
Description of Item Unit Quantity Page
1 2 3 4 5
1 Rock Cutting cum 113.49
2 Sand Filling cum 56.74
3 Filling with bouledrs with gravel (60:40).. cum 2,251.73
4 PCC 1:4:8 cum 223.75
5 VRCC - M20 -
A ) FOOTINGS cum 104.88
B ) COLUMNS cum 107.11
C ) T BEAMS cum 179.12
D ) PLINTH BEAMS cum 33.51
E ) ROOF SLAB - 4.5" thick cum 312.71
F ) ROOF SLAB - 5" thick - Waist Slab - cum 19.58
G ) SUNSHADES - smt 135.87
6 Reinforcement Steel MT 80.40
7 RR Masonry 2nd sort - CM 1:8 cum 101.09
8 Brick Masonry ( CM 1:6 ) cum 518.08
9 Brick Masonry - 4.5" Thick sqm 1,052.84
BILL OF QUANTITIES
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CIVMSM, SBMSKLYMNDPM, Sreesailam
Name of Work : SBMS GOWRI KALYANAMANDAPAM, SREESAILAMMEASUREMENTS - CIVIL INTERNAL
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
1.00 Rock Cutting Cft
F1 1 X 22 X 1 6.50 6.50 1.00 929.50
F2 1 X 11 X 1 7.00 7.00 1.00 539.00
F3 1 X 10 X 1 7.50 7.50 1.00 562.50
F4 1 X 12 X 1 8.00 8.00 1.00 768.00
F5 1 X 6 X 1 8.50 8.50 1.00 433.50
F6 1 X 4 X 1 9.00 9.00 1.00 324.00
F7 1 X 5 X 1 9.50 9.50 1.00 451.25
TOTAL 70 4,007.75
cum 113.49
2.00 Sand Filling Cft
F1 1 X 22 X 1 6.50 6.50 0.50 464.75
F2 1 X 11 X 1 7.00 7.00 0.50 269.50
F3 1 X 10 X 1 7.50 7.50 0.50 281.25
F4 1 X 12 X 1 8.00 8.00 0.50 384.00
F5 1 X 6 X 1 8.50 8.50 0.50 216.75
F6 1 X 4 X 1 9.00 9.00 0.50 162.00
F7 1 X 5 X 1 9.50 9.50 0.50 225.63
TOTAL 70 2,003.88
cum 56.74
3.00 PCC 1:4:8 : Cft
a) For Footings : F1 1 X 22 X 1 6.50 6.50 0.50 464.75
F2 1 X 11 X 1 7.00 7.00 0.50 269.50
F3 1 X 10 X 1 7.50 7.50 0.50 281.25
F4 1 X 12 X 1 8.00 8.00 0.50 384.00
F5 1 X 6 X 1 8.50 8.50 0.50 216.75F6 1 X 4 X 1 9.00 9.00 0.50 162.00
F7 1 X 5 X 1 9.50 9.50 0.50 225.63
TOTAL 70 2,003.88
b) For RRM :
Nos
4
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
- SW 1 X 2 X 1 26.00 1.50 3.50 273.00
3,570.00
cum 101.09
5.00 Basement Filling : cum 1 X 2 X 1 142.00 80.00 3.50 79,520.00
2,251.73
6.00 SUB HEAD-III :- RCC WORK
Reinforced cement concrete work infotings, plinth beams, roof beams,
suspended floors, roofs having
slope up to 15, landings, balconies,
shelves, chajjas, lintels, bands, plain
window sills, staircases and spiral
stair cases up to floor five level,
excluding the cost of centering,
shuttering, finishing and
reinforcement, with 1:2:4 (1 cement
:2 coarse sand :4 graded stone
aggregate 20 mm nominal size).
Cft
A) Footings : Cft
F1 - Flat portion 1 X 22 X 1 6.00 6.00 0.50 396.00
sloped portion 1 X 22 X 1 1.75 3.00 0.83 334.75
h=10",top size=21"x36"
F2 1 X 11 X 1 6.50 6.50 0.50 232.38
h=10",top size=21"x36" 1 X 11 X 1 1.75 3.00 0.83 189.88
F3 1 X 10 X 1 7.00 7.00 0.50 245.00
h=10",top size=21"x36" 1 X 10 X 1 1.75 3.00 0.83 194.47
F4 1 X 12 X 1 7 50 7 50 0 50 337 50
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
1 ) Upto GL - 9"x24" - 1 X 52 X 1 0.75 2.00 1.50 117.00
- 9"x18" 1 X 18 X 1 0.75 1.50 1.50 30.38
2 ) Above GL - Upto FFL-GF-9"x24" 1 X 52 X 1 0.75 2.00 4.00 312.00 - 9"x18" 1 X 18 X 1 0.75 1.50 4.00 81.00
3 ) Ground, 1st & 2nd Floor - 9"x24" 1 X 52 X 3 0.75 2.00 10.00 2,340.00
- 9"x18" 1 X 18 X 3 0.75 1.50 10.00 607.50
4 ) Terrace Floor - 9"x24" 1 X 52 X 1 0.75 2.00 3.00 234.00
- 9"x18" 1 X 18 X 1 0.75 1.50 3.00 60.75
TOTAL 3,782.63
cum 107.11
D) Plinth beams : Cft
Along Long walls : PB1 & PB2 1 X 5 X 1 142.75 0.75 1.00 535.31
1 X 2 X 1 19.75 0.75 1.00 29.63
1 X 1 X 1 130.75 0.75 1.00 98.06
Along Short walls : PB1 & PB2 1 X 10 X 1 80.50 0.75 1.00 603.75
1 X 1 X 1 19.75 0.75 1.00 14.81
Deduction for columns 1 X 52 X 1 0.75 2.00 1.00 -78.00
1 X 18 X 1 0.75 1.50 1.00 -20.25
TOTAL 1,183.31
cum 33.51
E) Roof slabs : Cft
(1) Beams - GF, FF, & SF - LWs 1 X 6 X 3 142.75 0.75 1.25 2,408.91
1 X 1 X 3 104.75 0.75 1.25 294.61
1 X 1 X 3 26.50 0.75 1.25 74.53
1 X 1 X 3 136.75 0.75 1.25 384.61
- SWs 1 X 6 X 3 80.50 0.75 1.25 1,358.44
1 X 9 X 3 28.50 0.75 1.25 721.411 X 1 X 3 51.75 0.75 1.25 145.55
1 X 2 X 3 7.00 0.75 1.25 39.38
Balcony slabs - Beams 18 X 2 X 2 4.00 0.75 1.25 270.00
18 X 1 X 2 8 00 0 75 1 25 270 00
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
Approach slab 2 X 1 X 3 2.50 6.50 0.41 39.98
TOTAL 691.47
cum 19.58
PER EACH FLOOR CUM 6.53
G) LINTELS : Cft
For Doors -Ground Floor - Sft
Main Entrance Door - D 1 X 3 X 1 7.50 0.75 0.50 8.44
- D1 1 X 15 X 1 4.50 0.75 0.50 25.31
- D2 1 X 14 X 1 4.00 0.75 0.50 21.00
- DW3 1 X 2 X 1 12.50 0.75 0.75 14.06 - DW4 1 X 2 X 1 7.50 0.75 0.50 5.63
- First Floor -
- D1 1 X 17 X 1 4.50 0.75 0.50 28.69
- D2 1 X 17 X 1 4.00 0.75 0.50 25.50
- D2 1 X 17 X 1 4.00 0.33 0.50 11.22
- DW3 1 X 1 X 1 12.50 0.75 0.75 7.03
- DW4 1 X 1 X 1 7.50 0.75 0.50 2.81
- Second Floor -
- D1 1 X 17 X 1 4.50 0.75 0.50 28.69
- D2 1 X 17 X 1 4.00 0.75 0.50 25.50
- D2 1 X 8 X 1 4.00 0.33 0.50 5.28
- DW3 1 X 1 X 1 12.50 0.75 0.75 7.03
- DW4 1 X 1 X 1 7.50 0.75 0.50 2.81
- Terrace Floor -
- D1 1 X 5 X 1 4.50 0.75 0.50 8.44
For Windows -Ground Floor - Sft
- W1 1 X 7 X 1 3.50 0.75 0.50 9.19
- W2 1 X 15 X 1 5.50 0.75 0.50 30.94
- W3 1 X 10 X 1 4.50 0.75 0.50 16.88
- W4 1 X 3 X 1 9.50 0.75 0.75 16.03 - First Floor -
- W1 1 X 12 X 1 3.50 0.75 0.50 15.75
- W2 1 X 23 X 1 5.50 0.75 0.50 47.44
- W3 1 X 5 X 1 4 50 0 75 0 50 8 44
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
- D1 1 X 5 X 1 4.00 2.00 (0.165) 40.00
For Windows -Ground Floor - Sft - W1 1 X 7 X 1 3.00 2.00 (0.165) 42.00
- W2 1 X 15 X 1 5.00 2.00 (0.165) 150.00
- W3 1 X 10 X 1 4.00 2.00 (0.165) 80.00
- W4 1 X 3 X 1 9.00 2.00 (0.165) 54.00
- First Floor -
- W1 1 X 12 X 1 3.00 2.00 (0.165) 72.00
- W2 1 X 23 X 1 5.00 2.00 (0.165) 230.00
- W3 1 X 5 X 1 4.00 2.00 (0.165) 40.00
- W4 1 X 3 X 1 9.00 2.00 (0.165) 54.00
- Second Floor -
- W1 1 X 12 X 1 3.00 2.00 (0.165) 72.00
- W2 1 X 23 X 1 5.00 2.00 (0.165) 230.00
- W3 1 X 5 X 1 4.00 2.00 (0.165) 40.00
- W4 1 X 3 X 1 9.00 2.00 (0.165) 54.00
- Terrace Floor -
- W1 1 X 4 X 1 3.00 2.00 (0.165) 24.00
TOTAL 1,462.00
sqm 135.87
PER EACH FLOOR sqm 45.29
7.00
Centering and shuttering including
strutting, propping etc. and removal of
form for :
Lintels,Beams,Plinthbeams,girders,Bre
ssumers,and Cantilevers
A) Footings : Sft
F1 - Flat portion 1 X 22 X 4 6.00 0.50 264.00
F2 1 X 11 X 4 6.50 0.50 143.00
F3 1 X 10 X 4 7 00 0 50 140 00
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
- 9"x18" 1 X 18 X 1 4.50 3.00 243.00
TOTAL 14,129.50
D) Plinth beams : Sft
Along Long walls : PB1 & PB2 1 X 5 X 1 142.75 2.75 1,962.81
1 X 2 X 1 19.75 2.75 108.63
1 X 1 X 1 130.75 2.75 359.56
Along Short walls : PB1 & PB2 1 X 10 X 1 80.50 2.75 2,213.75
1 X 1 X 1 19.75 2.75 54.31
Deduction for columns 1 X 52 X 1 5.50 1.00 -286.00
1 X 18 X 1 4.50 1.00 -81.00
TOTAL 4,332.06
E) Roof slabs : Sft
(1) Beams - GF, FF, & SF - LWs 1 X 6 X 3 142.75 3.25 8,350.88
1 X 1 X 3 104.75 3.25 1,021.31
1 X 1 X 3 26.50 3.25 258.38
1 X 1 X 3 136.75 3.25 1,333.31
- SWs 1 X 6 X 3 80.50 3.25 4,709.25
1 X 9 X 3 28.50 3.25 2,500.88
1 X 1 X 3 51.75 3.25 504.561 X 2 X 3 7.00 3.25 136.50
Balcony slabs - Beams 18 X 2 X 2 4.00 3.25 936.00
18 X 1 X 2 8.00 3.25 936.00
Deduction for columns 1 X 52 X 1 5.50 1.25 -357.50
1 X 18 X 1 4.50 1.25 -101.25
TOTAL of (1) 20,228.32
(2) Slab - GF, FF, & SF 1 X 1 X 3 142.75 80.50 34,474.13
Slab edges 1 X 1 X 3 446.50 0.38 509.01For Balcony Slabs 1 X 18 X 2 8.00 4.00 1,152.00
slab edges 1 X 18 X 2 16.00 0.38 218.88
Cutout edges 1 X 3 X 1 222.50 0.38 253.65
D t d 1 X 3 X 1 20 00 0 38 22 80
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
- First Floor -
- D1 1 X 17 X 1 4.50 0.53 40.55
- D2 1 X 17 X 1 4.00 0.53 36.04 - D2 1 X 17 X 1 4.00 0.40 27.20
- DW3 1 X 1 X 1 12.50 0.69 8.63
- DW4 1 X 1 X 1 7.50 0.53 3.98
- Second Floor -
- D1 1 X 17 X 1 4.50 0.53 40.55
- D2 1 X 17 X 1 4.00 0.53 36.04
- D2 1 X 8 X 1 4.00 0.40 12.80
- DW3 1 X 1 X 1 12.50 0.69 8.63
- DW4 1 X 1 X 1 7.50 0.53 3.98
- Terrace Floor -
- D1 1 X 5 X 1 4.50 0.53 11.93
For Windows -Ground Floor -
- W1 1 X 7 X 1 3.50 0.53 12.99
- W2 1 X 15 X 1 5.50 0.53 43.73
- W3 1 X 10 X 1 4.50 0.53 23.85
- W4 1 X 3 X 1 9.50 0.69 19.67
- First Floor -
- W1 1 X 12 X 1 3.50 0.53 22.26
- W2 1 X 23 X 1 5.50 0.53 67.05
- W3 1 X 5 X 1 4.50 0.53 11.93 - W4 1 X 3 X 1 9.50 0.69 19.67
- Second Floor -
- W1 1 X 12 X 1 3.50 0.53 22.26
- W2 1 X 23 X 1 5.50 0.53 67.05
- W3 1 X 5 X 1 4.50 0.53 11.93
- W4 1 X 3 X 1 9.50 0.23 6.56
- Terrace Floor -
- W1 1 X 4 X 1 3.50 0.53 7.42
TOTAL 662.01
H) Sunshades : Sft
For Doors -Ground Floor -
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
- D2 1 X 34 X 1 2.50 7.00 -595.00
- DW3 1 X 1 X 1 11.00 7.00 -77.00
- DW4 1 X 1 X 1 6.00 7.00 -42.00 - W1 1 X 12 X 1 2.00 4.00 -96.00
- W2 1 X 6 X 1 4.00 4.00 -96.00
- W3 1 X 5 X 1 3.00 4.00 -60.00
- W4 1 X 3 X 1 8.00 4.00 -96.00
- V1 1 X 12 X 1 2.00 2.00 -48.00
- V2 1 X 5 X 1 2.00 3.00 -30.00
Corridor openings - SW 1 X 7 X 1 6.00 0.75 9.00 -283.50
Staircase openings - SW 1 X 1 X 1 12.50 0.75 9.00 -84.38
Staircase openings - LW 1 X 1 X 1 12.50 0.75 9.00 -84.38
Pantry openings - LW 1 X 1 X 1 6.75 0.75 9.00 -45.56
First Floor columns - 9"x24" 1 X 52 X 1 0.75 2.00 9.00 -702.00
- 9"x18" 1 X 18 X 1 0.75 1.50 9.00 -182.25
TOTAL 6,094.27
Second Floor- Long Walls - 1 X 3 X 1 142.75 0.75 9.00 2,890.69
1 X 1 X 1 90.63 0.75 9.00 611.75
1 X 2 X 1 90.63 0.75 3.50 475.81
1 X 1 X 1 20.50 0.75 9.00 138.38
Second Floor- Short Walls - 1 X 6 X 1 80.50 0.75 9.00 3,260.25
1 X 1 X 1 51.50 0.75 9.00 347.631 X 2 X 1 7.00 0.75 9.00 94.50
Deductions: For openings
- D1 1 X 17 X 1 3.00 7.00 -357.00
- D2 1 X 17 X 1 2.50 7.00 -297.50
- DW3 1 X 1 X 1 11.00 7.00 -77.00
- DW4 1 X 1 X 1 6.00 7.00 -42.00
- W1 1 X 12 X 1 2.00 4.00 -96.00
- W2 1 X 23 X 1 4.00 4.00 -368.00
- W3 1 X 5 X 1 3.00 4.00 -60.00
- W4 1 X 3 X 1 8.00 4.00 -96.00 - V1 1 X 12 X 1 2.00 2.00 -48.00
- V2 1 X 5 X 1 2.00 3.00 -30.00
Corridor openings - SW 1 X 6 X 1 6.00 0.75 9.00 -243.00
Staircase openings - SW 1 X 1 X 1 12 50 0 75 9 00 -84 38
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
Dressing ( 6'3" X 6"6" ) 1 X 4 X 2 6.25 9.59 479.50
1 X 4 X 2 6.50 9.59 498.68
Wash Room ( 4'0" x 6"0" ) 1 X 4 X 2 4.00 9.59 306.88
1 X 4 X 2 6.00 9.59 460.32
Toilet ( 6'0" x 6"0" ) 1 X 4 X 4 6.00 3.00 288.00
Short walls - Outside 1 X 2 X 1 20.50 9.59 393.19
Type - 1 Room ( 13'0" x 10'0" ) 1 X 5 X 2 13.00 9.59 1,246.70
1 X 5 X 2 10.00 9.59 959.00
Dressing ( 6'0" x 3'9" ) 1 X 5 X 2 6.00 9.59 575.40
1 X 5 X 2 3.75 9.59 359.63
Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 3.00 360.00
Reception ( 9'0" x 7'0" ) 1 X 1 X 2 9.00 9.59 172.62
1 X 1 X 2 7.00 9.59 134.26
Plumber Shaft ( 3'0" x 7'0" ) 1 X 1 X 2 3.00 9.59 57.541 X 1 X 2 7.00 9.59 134.26
Lift Shaft ( 6'0" x 7'0" ) 1 X 1 X 2 6.00 9.59 115.08
1 X 1 X 2 7.00 9.59 134.26
Type - 2 Room ( 17'0" x 13'0" ) 1 X 5 X 2 17.00 9.59 1,630.30
1 X 5 X 2 13.00 9.59 1,246.70
Dressing ( 6'3" X 6"6" ) 1 X 5 X 2 6.25 9.59 599.38
1 X 5 X 2 6.50 9.59 623.35
Wash Room ( 4'0" x 6"0" ) 1 X 5 X 2 4.00 9.59 383.60
1 X 5 X 2 6.00 9.59 575.40
Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 3.00 360.00Short walls - Outside 1 X 2 X 1 20.50 9.59 393.19
Staircase - Northwest & Southeast - 1 X 2 X 1 20.50 9.59 393.19
Waist Slab bottom 1 X 2 X 2 15.00 6.00 360.00
Midlanding bottom 1 X 2 X 1 12.50 4.50 112.50
Outer edge 1 X 2 X 1 42.50 0.41 34.85
Deductions :
Doors - Main Entrance Door - D 1 X 3 X 1 6.00 8.00 -144.00
- D1 1 X 15 X 1 3.00 7.00 -315.00
- D2 1 X 14 X 1 2.50 7.00 -245.00
- DW3 1 X 2 X 1 11.00 7.00 -154.00
- DW4 1 X 2 X 1 6.00 7.00 -84.00
Windows - W1 1 X 7 X 1 2.00 4.00 -56.00
- W2 1 X 15 X 1 4.00 4.00 -240.00
- W3 1 X 10 X 1 3.00 4.00 -120.00
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8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
1 X 4 X 2 6.50 9.59 498.68
Wash Room ( 4'0" x 6"0" ) 1 X 4 X 2 4.00 9.59 306.88
1 X 4 X 2 6.00 9.59 460.32
Toilet ( 6'0" x 6"0" ) 1 X 4 X 4 6.00 3.00 288.00
Short walls - Outside 1 X 2 X 1 20.50 9.59 393.19
Type - 1 Room ( 13'0" x 10'0" ) 1 X 5 X 2 13.00 9.59 1,246.70
1 X 5 X 2 10.00 9.59 959.00
Dressing ( 6'0" x 3'9" ) 1 X 5 X 2 6.00 9.59 575.40
1 X 5 X 2 3.75 9.59 359.63
Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 3.00 360.00
Pantry ( 9'0" x 7'0" ) 1 X 1 X 2 9.00 9.59 172.62
1 X 1 X 2 7.00 9.59 134.26
Plumber Shaft ( 3'0" x 7'0" ) 1 X 1 X 2 3.00 9.59 57.54
1 X 1 X 2 7.00 9.59 134.26Lift Shaft ( 6'0" x 7'0" ) 1 X 1 X 2 6.00 9.59 115.08
1 X 1 X 2 7.00 9.59 134.26
Type - 2 Room ( 17'0" x 13'0" ) 1 X 5 X 2 17.00 9.59 1,630.30
1 X 5 X 2 13.00 9.59 1,246.70
Dressing ( 6'3" X 6"6" ) 1 X 5 X 2 6.25 9.59 599.38
1 X 5 X 2 6.50 9.59 623.35
Wash Room ( 4'0" x 6"0" ) 1 X 5 X 2 4.00 9.59 383.60
1 X 5 X 2 6.00 9.59 575.40
Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 3.00 360.00
Short walls - Outside 1 X 2 X 1 20.50 9.59 393.19Staircase - Northwest & Southeast - 1 X 2 X 1 20.50 9.59 393.19
Waist Slab bottom 1 X 2 X 2 15.00 6.00 360.00
Midlanding bottom 1 X 2 X 1 12.50 4.50 112.50
Outer edge 1 X 2 X 1 42.50 0.41 34.85
Deductions :
Doors - D1 1 X 17 X 1 3.00 7.00 -357.00
- D2 1 X 34 X 1 2.50 7.00 -595.00
- DW3 1 X 1 X 1 11.00 7.00 -77.00
- DW4 1 X 1 X 1 6.00 7.00 -42.00
Windows - W1 1 X 12 X 1 2.00 4.00 -96.00
- W2 1 X 23 X 1 4.00 4.00 -368.00
- W3 1 X 5 X 1 3.00 4.00 -60.00
- W4 1 X 3 X 1 8.00 4.00 -96.00
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8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
23/77
CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
General Toilets-Dressing ( 6'0" x 3'9" ) 1 X 5 X 2 6.00 9.59 575.40
1 X 5 X 2 3.75 9.59 359.63
Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 3.00 360.00
Pantry ( 9'0" x 7'0" ) 1 X 1 X 2 9.00 9.59 172.62
1 X 1 X 2 7.00 9.59 134.26
Plumber Shaft ( 3'0" x 7'0" ) 1 X 1 X 2 3.00 9.59 57.54
1 X 1 X 2 7.00 9.59 134.26
Lift Shaft ( 6'0" x 7'0" ) 1 X 1 X 2 6.00 9.59 115.08
1 X 1 X 2 7.00 9.59 134.26
General Washroom ( 6'0" x 19.75" ) 1 X 2 X 1 6.00 9.59 115.08
1 X 2 X 1 19.75 9.59 378.81
Dressing ( 6'3" X 6"6" ) 1 X 5 X 2 6.25 9.59 599.38
1 X 5 X 2 6.50 9.59 623.35
Wash Room ( 4'0" x 6"0" ) 1 X 5 X 2 4.00 9.59 383.601 X 5 X 2 6.00 9.59 575.40
Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 3.00 360.00
Short walls - Outside 1 X 2 X 1 20.50 9.59 393.19
Staircase - Northwest & Southeast - 1 X 2 X 1 20.50 9.59 393.19
Waist Slab bottom 1 X 2 X 2 15.00 6.00 360.00
Midlanding bottom 1 X 2 X 1 12.50 4.50 112.50
Outer edge 1 X 2 X 1 42.50 0.41 34.85
Deductions :
Doors & Windows :
- D1 1 X 17 X 1 3.00 7.00 -357.00 - D2 1 X 25 X 1 2.50 7.00 -437.50
- DW3 1 X 1 X 1 11.00 7.00 -77.00
- DW4 1 X 1 X 1 6.00 7.00 -42.00
- W1 1 X 12 X 1 2.00 4.00 -96.00
- W2 1 X 23 X 1 4.00 4.00 -368.00
- W3 1 X 5 X 1 3.00 4.00 -60.00
- W4 1 X 3 X 1 8.00 4.00 -96.00
- V1 1 X 12 X 1 2.00 2.00 -48.00
- V2 1 X 5 X 1 2.00 3.00 -30.00
TOTAL 21,106.06
Terrace Floor ;
Terrace Floor - Parapet-Long Walls - 1 X 2 X 1 142.75 3.50 999.25
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8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
Type - 1 Room ( 13'0" x 10'0" ) 1 X 5 X 1 13.00 10.00 650.00
Dressing ( 6'0" x 3'9" ) 1 X 5 X 1 6.00 3.75 112.50
Toilet ( 6'0" x 6"0" ) 1 X 5 X 1 6.00 6.00 180.00
Reception ( 9'0" x 7'0" ) 1 X 1 X 1 9.00 7.00 63.00
Type - 2 Room ( 17'0" x 13'0" ) 1 X 5 X 1 17.00 13.00 1,105.00
Dressing ( 6'3" X 6"6" ) 1 X 5 X 1 6.25 6.50 203.13
Wash Room ( 4'0" x 6"0" ) 1 X 5 X 1 4.00 6.00 120.00
Toilet ( 6'0" x 6"0" ) 1 X 5 X 1 6.00 6.00 180.00
Staircase room ( 20'0" x 12'6" ) 1 X 1 X 1 20.50 12.50 256.25
TOTAL 7,941.07
First Floor :Corridor - long 1 X 1 X 1 141.25 6.00 847.50
Corridor - short 1 X 2 X 1 79.00 6.00 948.00
Hall ( 19'-9" x 19' - 9" ) - LW 1 X 1 X 1 19.75 19.75 390.06
Type - 4 Room ( 13'0" x 17'0" ) 1 X 3 X 1 13.00 17.00 663.00
Dressing ( 6'3" X 6"6" ) 1 X 4 X 1 6.25 6.50 162.50
Wash Room ( 4'0" x 6"0" ) 1 X 4 X 1 4.00 6.00 96.00
Toilet ( 6'0" x 6"0" ) 1 X 4 X 1 6.00 3.00 72.00
Type - 3 Room ( 17'0" x 13'0" ) 1 X 4 X 1 17.00 13.00 884.00
Dressing ( 6'3" X 6"6" ) 1 X 4 X 1 6.25 6.50 162.50
Wash Room ( 4'0" x 6"0" ) 1 X 4 X 1 4.00 9.59 153.44Toilet ( 6'0" x 6"0" ) 1 X 4 X 1 6.00 6.00 144.00
Type - 1 Room ( 13'0" x 10'0" ) 1 X 5 X 1 13.00 10.00 650.00
Dressing ( 6'0" x 3'9" ) 1 X 5 X 1 6.00 3.75 112.50
Toilet ( 6'0" x 6"0" ) 1 X 5 X 1 6.00 6.00 180.00
Reception ( 9'0" x 7'0" ) 1 X 1 X 1 9.00 7.00 63.00
Type - 2 Room ( 17'0" x 13'0" ) 1 X 5 X 1 17.00 13.00 1,105.00
Dressing ( 6'3" X 6"6" ) 1 X 5 X 1 6.25 6.50 203.13
Wash Room ( 4'0" x 6"0" ) 1 X 5 X 1 4.00 6.00 120.00
Toilet ( 6'0" x 6"0" ) 1 X 5 X 1 6.00 6.00 180.00
Staircase room ( 20'0" x 12'6" ) 1 X 1 X 1 20.50 12.50 256.25
TOTAL 7,392.88
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
sqm 2,304.23
PER EACH FLOOR sqm 768.08
12.00 External plastering :
Ground Floor :
LWs 1 X 2 X 1 142.75 10.61 3,029.16
SWs 1 X 2 X 1 80.50 10.61 1,708.21
Sunshades - For D 1 X 3 X 1 7.00 2.00 42.00
1 X 3 X 1 18.00 0.165 8.91
- W1 1 X 7 X 1 3.00 2.00 42.00
1 X 7 X 1 10.00 0.165 11.55
- W2 1 X 15 X 1 5.00 2.00 150.00
1 X 15 X 1 14.00 0.165 34.65 - W3 1 X 10 X 1 4.00 2.00 80.00
1 X 10 X 1 12.00 0.165 19.80
- W4 1 X 3 X 1 9.00 2.00 54.00
1 X 3 X 1 22.00 0.165 10.89
TOTAL 5,191.17
First Floor :
LWs 1 X 2 X 1 142.75 10.61 3,029.16
SWs 1 X 2 X 1 80.50 10.61 1,708.21Sunshades - For D2 1 X 17 X 1 3.50 2.00 119.00
1 X 17 X 1 11.00 0.165 30.86
- W1 1 X 12 X 1 3.00 2.00 72.00
1 X 12 X 1 10.00 0.165 19.80
- W2 1 X 23 X 1 5.00 2.00 230.00
1 X 23 X 1 14.00 0.165 53.13
- W3 1 X 5 X 1 4.00 2.00 40.00
1 X 5 X 1 12.00 0.165 9.90
- W4 1 X 3 X 1 9.00 2.00 54.00
TOTAL 5,366.06
Second floor :
LWs 1 X 2 X 1 142 75 10 61 3 029 16
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
PER EACH FLOOR sqm 448.20
13.00Doors -Ground Floor -
Sft
Main Entrance Door - D 1 X 3 X 1 6.00 8.00 144.00
- D1 1 X 15 X 1 3.00 7.00 315.00
- D2 1 X 14 X 1 2.50 7.00 245.00
- DW3 1 X 2 X 1 11.00 7.00 154.00
- DW4 1 X 2 X 1 6.00 7.00 84.00
- First Floor -
- D1 1 X 17 X 1 3.00 7.00 357.00
- D2 1 X 34 X 1 2.50 7.00 595.00
- DW3 1 X 1 X 1 11.00 7.00 77.00
- DW4 1 X 1 X 1 6.00 7.00 42.00
- Second Floor -- D1 1 X 17 X 1 3.00 7.00 357.00
- D2 1 X 25 X 1 2.50 7.00 437.50
- DW3 1 X 1 X 1 11.00 7.00 77.00
- DW4 1 X 1 X 1 6.00 7.00 42.00
- Terrace Floor -
- D1 1 X 5 X 1 3.00 7.00 105.00
TOTAL 3,031.50
sqm 281.74
14.00 Windows -Ground Floor - Sft
- W1 1 X 7 X 1 2.00 4.00 56.00
- W2 1 X 15 X 1 4.00 4.00 240.00
- W3 1 X 10 X 1 3.00 4.00 120.00
- W4 1 X 3 X 1 8.00 4.00 96.00
- First Floor -
- W1 1 X 12 X 1 2.00 4.00 96.00
- W2 1 X 23 X 1 4.00 4.00 368.00
- W3 1 X 5 X 1 3.00 4.00 60.00
- W4 1 X 3 X 1 8.00 4.00 96.00
- Second Floor -
- W1 1 X 12 X 1 2.00 4.00 96.00
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8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
16.00 Floorings Sft
Ground Floor :
Corridor - long 1 X 1 X 1 141.25 6.00 847.501 X 1 X 1 88.25 6.00 529.50
Corridor - short 1 X 2 X 1 79.00 6.00 948.00
Dining Hall ( 19' - 9" x 34' - 6" ) - LW - 1 X 1 X 1 19.75 34.50 681.38
Type - 3 Room ( 17'0" x 13'0" ) 1 X 4 X 1 17.00 13.00 884.00
Dressing ( 6'3" X 6"6" ) 1 X 4 X 1 6.25 6.50 162.50
Wash Room ( 4'0" x 6"0" ) 1 X 4 X 1 4.00 9.59 153.44
Toilet ( 6'0" x 6"0" ) 1 X 4 X 1 6.00 6.00 144.00
Type - 1 Room ( 13'0" x 10'0" ) 1 X 5 X 1 13.00 10.00 650.00
Dressing ( 6'0" x 3'9" ) 1 X 5 X 1 6.00 3.75 112.50Toilet ( 6'0" x 6"0" ) 1 X 5 X 1 6.00 6.00 180.00
Reception ( 9'0" x 7'0" ) 1 X 1 X 1 9.00 7.00 63.00
Type - 2 Room ( 17'0" x 13'0" ) 1 X 5 X 1 17.00 13.00 1,105.00
Dressing ( 6'3" X 6"6" ) 1 X 5 X 1 6.25 6.50 203.13
Wash Room ( 4'0" x 6"0" ) 1 X 5 X 1 4.00 6.00 120.00
Toilet ( 6'0" x 6"0" ) 1 X 5 X 1 6.00 6.00 180.00
Staircase room ( 20'0" x 12'6" ) 1 X 1 X 1 20.50 12.50 256.25
Staircase Treads 2 X 2 X 12 6.00 1.00 288.00
Staircase Risers 2 X 2 X 11 20.50 0.41 369.82
Staircase Midlanding 1 X 2 X 1 12.50 4.50 112.50
TOTAL 7,990.52
First Floor :
Corridor - long 1 X 1 X 1 141.25 6.00 847.50
Corridor - short 1 X 2 X 1 79.00 6.00 948.00
Type - 4 Room ( 13'0" x 17'0" ) 1 X 3 X 1 13.00 17.00 663.00
Dressing ( 6'3" X 6"6" ) 1 X 4 X 1 6.25 6.50 162.50
Wash Room ( 4'0" x 6"0" ) 1 X 4 X 1 4.00 6.00 96.00
Toilet ( 6'0" x 6"0" ) 1 X 4 X 1 6.00 3.00 72.00
Type - 3 Room ( 17'0" x 13'0" ) 1 X 4 X 1 17.00 13.00 884.00
Dressing ( 6'3" X 6"6" ) 1 X 4 X 1 6.25 6.50 162.50
Wash Room ( 4'0" x 6"0" ) 1 X 4 X 1 4.00 9.59 153.44
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8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
General Dormitory ( 69'6" x 19'9" ) 1 X 2 X 1 69.50 19.75 2,745.25
General Toilets-Dressing ( 6'0" x 3'9" ) 1 X 5 X 1 6.00 3.75 112.50
Toilet ( 6'0" x 6"0" ) 1 X 5 X 1 6.00 6.00 180.00General Washroom ( 6'0" x 19'9" ) 1 X 2 X 1 6.00 19.75 237.00
Dressing ( 6'3" X 6"6" ) 1 X 5 X 1 6.25 6.50 203.13
Wash Room ( 4'0" x 6"0" ) 1 X 5 X 1 4.00 6.00 120.00
Toilet ( 6'0" x 6"0" ) 1 X 5 X 1 6.00 6.00 180.00
Staircase Treads 2 X 2 X 12 6.00 1.00 288.00
Staircase Risers 2 X 2 X 11 20.50 0.41 369.82
Staircase Midlanding 1 X 2 X 1 12.50 4.50 112.50
TOTAL 9,386.80
TOTAL OF ALL FLOORS Sft 24,831.21
sqm 2,307.73
PER EACH FLOOR sqm 769.24
17.00 Cladding ( Dado ) Sft
Ground Floor :
Kitchen ( 19'-9" x 16' - 9" ) - LW 1 X 1 X 1 73.00 7.00 511.00Type - 3 Room - Toilet ( 6'0" x 6"0" ) 1 X 4 X 4 6.00 7.00 672.00
Type - 1 Room - Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 7.00 840.00
Type - 2 Room - Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 7.00 840.00
Deduction for D2 1 X 14 X 1 2.50 7.00 -245.00
TOTAL 2,618.00
First Floor :
Type - 4 Room - Toilet ( 6'0" x 6"0" ) 1 X 4 X 4 6.00 7.00 672.00
Type - 3 Room - Toilet ( 6'0" x 6"0" ) 1 X 4 X 4 6.00 7.00 672.00Type - 1 Room - Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 7.00 840.00
Type - 2 Room - Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 7.00 840.00
Deduction for D2 1 X 17 X 1 2.50 7.00 -297.50
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
Corridor walls - short 1 X 2 X 2 79.00 0.41 129.56
Hall ( 19'-9" x 19' - 9" ) - LW 1 X 4 X 1 19.75 0.41 32.39
Dining Hall ( 19' - 9" x 34' - 6" ) - LW - 1 X 2 X 1 19.75 0.41 16.20
1 X 2 X 1 34.50 0.41 28.29
Kitchen ( 19'-9" x 16' - 9" ) - LW 1 X 2 X 1 19.75 0.41 16.20
1 X 2 X 1 16.75 0.41 13.74
Type - 3 Room ( 17'0" x 13'0" ) 1 X 4 X 2 17.00 0.41 55.76
1 X 4 X 2 13.00 0.41 42.64
Dressing ( 6'3" X 6"6" ) 1 X 4 X 2 6.25 0.41 20.50
1 X 4 X 2 6.50 0.41 21.32
Wash Room ( 4'0" x 6"0" ) 1 X 4 X 2 4.00 0.41 13.12
1 X 4 X 2 6.00 0.41 19.68
Type - 1 Room ( 13'0" x 10'0" ) 1 X 5 X 2 13.00 0.41 53.30
1 X 5 X 2 10.00 0.41 41.00Dressing ( 6'0" x 3'9" ) 1 X 5 X 2 6.00 0.41 24.60
1 X 5 X 2 3.75 0.41 15.38
Reception ( 9'0" x 7'0" ) 1 X 1 X 2 9.00 0.41 7.38
1 X 1 X 2 7.00 0.41 5.74
Type - 2 Room ( 17'0" x 13'0" ) 1 X 5 X 2 17.00 0.41 69.70
1 X 5 X 2 13.00 0.41 53.30
Dressing ( 6'3" X 6"6" ) 1 X 5 X 2 6.25 0.41 25.63
1 X 5 X 2 6.50 0.41 26.65
Wash Room ( 4'0" x 6"0" ) 1 X 5 X 2 4.00 0.41 16.40
1 X 5 X 2 6.00 0.41 24.60Toilet ( 6'0" x 6"0" ) 1 X 5 X 4 6.00 0.41 49.20
Staircase room ( 20'0" x 12'6" ) 1 X 1 X 2 20.50 0.41 16.81
1 X 1 X 2 12.50 0.41 10.25
Staircase Treads 2 X 2 X 12 6.00 0.41 118.08
Staircase Risers 2 X 2 X 11 20.50 0.41 369.82
Staircase Midlanding 1 X 2 X 1 21.50 0.41 17.63
Deduction for Door - D 1 X 3 X 1 6.00 0.41 -7.38
- D1 1 X 15 X 2 3.00 0.41 -36.90
- D2 1 X 14 X 1 2.50 0.41 -14.35
- DW3 1 X 2 X 2 11.00 0.41 -18.04 - DW4 1 X 2 X 2 6.00 0.41 -9.84
Staircase Opening 1 X 2 X 1 12.50 0.41 -10.25
TOTAL 1 518 67
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
Type - 2 Room ( 17'0" x 13'0" ) 1 X 5 X 2 17.00 0.41 69.70
1 X 5 X 2 13.00 0.41 53.30
Dressing ( 6'3" X 6"6" ) 1 X 5 X 2 6.25 0.41 25.631 X 5 X 2 6.50 0.41 26.65
Wash Room ( 4'0" x 6"0" ) 1 X 5 X 2 4.00 0.41 16.40
1 X 5 X 2 4.00 0.41 16.40
Balcony 1 X 17 X 2 7.24 0.41 100.93
1 X 17 X 2 3.62 0.41 50.46
Deduction for - D1 1 X 17 X 2 3.00 0.41 -41.82
- D2 1 X 17 X 2 2.50 0.41 -34.85
- DW3 1 X 1 X 2 11.00 0.41 -9.02
- DW4 1 X 1 X 2 6.00 0.41 -4.92
Staircase Opening 1 X 2 X 1 12.50 0.41 -10.25
TOTAL 1,005.23
Second floor :
Corridor - Long 1 X 2 X 2 141.25 0.41 231.65
1 X 2 X 2 88.25 0.41 144.73
Corridor - Short 1 X 2 X 2 79.00 0.41 129.56
Hall ( 19'-9" x 19' - 9" ) - LW 1 X 2 X 4 19.75 0.41 64.78
Men & Women Dormitory ( 13'0" x 52'0") 1 X 2 X 2 13.00 0.41 21.32
1 X 2 X 2 52.00 0.41 85.28
Dressing ( 6'3" X 6"6" ) 1 X 3 X 2 6.25 0.41 15.38
1 X 3 X 2 6.50 0.41 15.99
Wash Room ( 4'0" x 6"0" ) 1 X 3 X 2 4.00 0.41 9.84
1 X 3 X 2 6.00 0.41 14.76
Toilet ( 6'0" x 6"0" ) 1 X 8 X 4 6.00 0.41 78.72
Dressing ( 6'0" X 3'9" ) 1 X 5 X 2 6.00 0.41 24.60
1 X 5 X 2 3.75 0.41 15.38
General Dormitory ( 69'6" x 19'9" ) 1 X 2 X 2 69.50 0.41 113.981 X 2 X 2 19.75 0.41 32.39
General Toilets-Dressing ( 6'0" x 3'9" ) 1 X 5 X 2 6.00 0.41 24.60
1 X 5 X 2 3.75 0.41 15.38
Pantry ( 9'0" x 7'0" ) 1 X 2 X 1 9 00 0 41 7 38
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8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
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CIVMSM, SBMSKLYMNDPM, Sreesailam
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
PER EACH FLOOR sqm 114.81
19.00 Impervious Flooring - Terrace floor :( Waterproofing ) Sft
Terrace floor of the Building : 1 X 1 X 1 141.25 79.00 11,158.75
Deduction for the Cut out of the
Kalyana Mandapam area1 X 1 X 1 86.75 24.50 -2,125.38
Deduction for the Staircase head
rooms1 X 2 X 1 21.25 14.00 -595.00
TOTAL 8,438.37
sqm 784.24
20.00 Tandur Stone Flooring Sft
Ground Floor
Hall ( 19'-9" x 19' - 9" ) - LW 1 X 1 X 1 19.75 19.75 390.06
Kitchen ( 19'-9" x 16' - 9" ) - LW 1 X 1 X 1 19.75 16.75 330.81
First Floor
Hall ( 19'-9" x 19' - 9" ) - LW 1 X 1 X 1 19.75 19.75 390.06
Pantry ( 9'0" x 7'0" ) 1 X 1 X 1 9.00 7.00 63.00
Second Floor
Hall ( 19'-9" x 19' - 9" ) - LW 1 X 2 X 1 19.75 19.75 780.13Pantry ( 9'0" x 7'0" ) 1 X 1 X 1 9.00 7.00 63.00
2,017.06
sqm 187.46
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8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
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CIVMSM, SBMSKLYMND
S.NO Description Unit L B D Quantity
1 2 3 5 6 7 8
Nos
4
-
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33/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
34/77
CIVMSM, SB
Remarks
9
cft
cum
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
35/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
36/77
CIVMSM, SBMSKLYMNDPM
Remarks
9
Balc.drs.17
Balc.drs.17
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
37/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
38/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
39/77
CIVMSM, SBMSKLYMNDPM
Remarks
9
Balc.drs.17
Balc.drs.17
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
40/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
41/77
CIVMSM, SBMS
Remarks
9
Balc.drs.17
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
42/77
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
43/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
44/77
CIVMSM, SBMS
Remarks
9
Balc.drs.17
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
45/77
CIVMSM, SBMS
Remarks
9
Balc.drs.17
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
46/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
47/77
CIVMSM, SBMSKLYM
Remarks
9
Balc.drs.17
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
48/77
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
49/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
50/77
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
51/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
52/77
CIVMSM, SBMSKLYM
Remarks
9
Balc.drs.17
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
53/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
54/77
CIVMSM
Remarks
9
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
55/77
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
56/77
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
57/77
S.No. Description of Work Dia UnitCutting
Length8mm 10mm 12mm 16mmNo.
@B20 20 3 x 2 x 1 10.75
@B22 20 3 x 2 x 1 10.75
@B23 20 3 x 2 x 1 6.23
- bottom - @B16-B18 16 3 x 2 x 1 12.50 75.0
@B18-B20 16 3 x 2 x 1 12.50 75.0
@B20-B22 16 3 x 2 x 1 12.50 75.0
Stirrups - C2 TO C9 - 8 3 x 156 x 1 4.60 2147.28
Beam - 2: B23 to B25 : Main top 16 3 x 3 x 1 28.29 254.6
Bottom Main : 16 3 x 3 x 1 28.29 254.6
Extra bars - top - B23 to B25 -@Cantelever 20 3 x 2 x 1 12.50
@B25 20 3 x 2 x 1 6.97 - bottom - @B25 20 3 x 2 x 1 14.25
Stirrups - B23 TO B25 - 8 3 x 39 x 1 4.60 536.53
Centre span - 8 3 x 30 x 1 4.60 407.10
End span at fixed end 8 3 x 20 x 1 4.60 279.76
Beam - 3 & 3A: C14 to C15 TO B15 : Main top 16 3 x 3 x 2 28.29 509.2
Bottom Main : 16 3 x 3 x 2 28.29 509.2
Extra bars - top - C15 to B13 -@Cantelever 20 3 x 2 x 2 12.50
@B11 20 3 x 2 x 2 6.97
- bottom - @B11 20 3 x 2 x 2 14.25
Stirrups - B13 TO C15 - 8 3 x 39 x 2 4.60 1073.05
Centre span - 8 3 x 30 x 2 4.60 814.20
End span at fixed end 8 3 x 20 x 2 4.60 559.53
Beam - 4: C16 to C22 : Main top 16 3 x 3 x 1 84.02 756.1
Bottom Main : 16 3 x 3 x 1 84.02 756.1
Extra bars - top - C16 to C22 -@C18 16 3 x 2 x 1 9.00 54.0
@C19 16 3 x 2 x 1 10.75 64.5
@C20 16 3 x 2 x 1 10.75 64.5
@C21 16 3 x 2 x 1 10.75 64.5
@C22 20 3 x 2 x 1 6.22
- bottom - @C18-C19 16 3 x 2 x 1 12.50 75.0
@C19-C20 16 3 x 2 x 1 12.50 75.0@C20-C21 16 3 x 2 x 1 12.50 75.0
@C21-C22 16 3 x 2 x 1 12.50 75.0
Stirrups - C16 TO C22 - 8 3 x 167 x 1 4.60 2299.08
-
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58/77
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
59/77
S.No. Description of Work Dia UnitCutting
Length8mm 10mm 12mm 16mmNo.
Bottom Main : 16 3 x 3 x 1 19.29 173.6
Extra bars - top - B10 to B12 -@B10 20 3 x 2 x 1 6.24
@B12 20 3 x 2 x 1 6.24
- bottom - 20 3 x 2 x 1 13.50
Stirrups - Centre span - 8 3 x 38 x 1 4.60 517.50
Beam - 8A: B13 to B23 : Main top 16 3 x 2 x 1 84.77 508.6
Bottom Main : 16 3 x 2 x 1 84.77 508.6
16 3 x 1 x 1 18.86 56.5
Extra bars - top - B13 to B23 -@B13 16 3 x 2 x 1 6.22 37.3
@B15 16 3 x 2 x 1 10.75 64.5
@B17 16 3 x 2 x 1 10.75 64.5@B19 16 3 x 2 x 1 10.75 64.5
@B21 16 3 x 2 x 1 10.75 64.5
@B23 16 3 x 2 x 1 6.22 37.3
- bottom - @B13-B15 20 3 x 2 x 1 12.50
@B15-B17 16 3 x 2 x 1 12.50 75.0
@B17-B19 16 3 x 2 x 1 12.50 75.0
@B19-B21 16 3 x 2 x 1 12.50 75.0
@B21-B23 20 3 x 2 x 1 12.50
Stirrups - B13 TO B23 - 8 3 x 168 x 2 4.60 4639.56
Beam - 9: C61 to C70 : Main top 16 3 x 2 x 1 143.55 861.3
16 3 x 1 x 1 19.47 58.4
Bottom Main : 16 3 x 2 x 1 123.52 741.1
16 3 x 1 x 1 20.50 61.5
Extra bars - top - C61 to C70 - @C61 20 3 x 2 x 1 6.99
@C62 20 3 x 2 x 1 16.25
@C64 16 3 x 2 x 1 9.00 54.0
@C65 16 3 x 2 x 1 10.75 64.5
@C66 16 3 x 2 x 1 10.75 64.5
@C67 16 3 x 2 x 1 10.75 64.5
@C68,C69 20 3 x 2 x 1 18.00
@C70 20 3 x 2 x 1 6.72 - bottom - @C61-C62 20 3 x 2 x 1 13.50
@C63-C64 16 3 x 2 x 1 12.50 75.0
@C64-C65 16 3 x 2 x 1 12.50 75.0
-
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60/77
S.No. Description of Work Dia UnitCutting
Length8mm 10mm 12mm 16mmNo.
Bottom Main : 16 3 x 2 x 1 77.02 462.1
16 3 x 1 x 1 20.97 62.9
Extra bars - top - C61 to C1 - @C61 20 3 x 2 x 1 6.97
@C47,C37 20 3 x 2 x 1 18.25
@C33 16 3 x 2 x 1 10.75 64.5
@C14 20 3 x 2 x 1 10.75
@C1 16 3 x 2 x 1 6.22 37.3
- bottom - @C61-C47 20 3 x 2 x 1 14.75
@C33-C37 16 3 x 2 x 1 12.50 75.0
@C14-C33 16 3 x 2 x 1 12.50 75.0
@C14-C1 16 3 x 2 x 1 12.50 75.0Stirrups - C61 TO C47 - 8 3 x 10 x 2 4.60 288.34
Centre span - 8 3 x 18 x 1 4.60 241.50
- C47 TO C1 - 8 3 x 46 x 1 4.60 631.66
Beam - 11: B3A to B1 : Main top 16 3 x 2 x 1 54.27 325.6
Bottom Main : 16 3 x 2 x 1 54.27 325.6
Extra bars - top - B3A to B1 - @B3A 16 3 x 2 x 1 6.22 37.3
@B3A Midspan 20 3 x 2 x 1 10.75
@B3 16 3 x 2 x 1 10.75 64.5
@B1 16 3 x 2 x 1 6.22 37.3
- bottom - @B3A-B3A 16 3 x 2 x 1 12.50 75.0
@B3A-B3 16 3 x 2 x 1 12.50 75.0
@B3-B1 16 3 x 2 x 1 12.50 75.0
Stirrups - B3A TO B1 - 8 3 x 58 x 2 4.60 1593.82
Beam - 12: C62 to C2 : Main top 16 3 x 2 x 1 77.02 462.1
16 3 x 1 x 1 20.97 62.9
Bottom Main : 16 3 x 2 x 1 77.02 462.1
16 3 x 1 x 1 20.97 62.9
Extra bars - top - C62 to C2 - @C62 20 3 x 2 x 1 6.97
@C48,C38 20 3 x 2 x 1 18.25
@C34 20 3 x 2 x 1 10.75
@C15 16 3 x 2 x 1 10.75 64.5@C2 16 3 x 2 x 1 6.22 37.3
- bottom - @C62-C48 20 3 x 2 x 1 14.75
@C38-C34 16 3 x 2 x 1 12.50 75.0
-
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61/77
-
8/12/2019 Sbms Gowri Kalyanamandapam, Srisailam Estimate 03.06.14
62/77
S.No. Description of Work Dia UnitCutting
Length8mm 10mm 12mm 16mmNo.
Stirrups - C41 TO C51 - 8 3 x 41 x 1 4.60 559.53
- C65 - 8 3 x 12 x 1 4.60 170.62
Centre span - 8 3 x 30 x 1 4.60 407.10
Beam - 18: B27 to C6 : Main top 16 3 x 3 x 1 28.27 254.4
Bottom Main C19 - C6 20 3 x 2 x 1 22.47
Extra bars - top - - @C27,C19 20 3 x 2 x 1 12.97
@C6 20 3 x 2 x 1 6.97
- bottom - @B1/A 20 3 x 2 x 1 14.25
Stirrups - B287 TO C19 - 8 3 x 31 x 1 4.60 421.53
- C6 - 8 3 x 12 x 1 4.60 170.62
Centre span - C19 TO C6 - 8 3 x 30 x 1 4.60 407.10Beam - 19: C66 to C42 : Main top 16 3 x 2 x 1 29.02 174.1
16 3 x 1 x 1 21.86 65.5
Bottom Main C66 - C42 16 3 x 2 x 1 29.02 174.1
16 3 x 1 x 1 21.86 65.5
Extra bars - top - - @C66 20 3 x 2 x 1 6.97
@C52 20 3 x 2 x 1 13.58
- bottom - @C66-C52 20 3 x 2 x 1 14.25
Stirrups - C4 TO C52 - 8 3 x 41 x 1 4.60 559.53
- C66 - 8 3 x 12 x 1 4.60 170.62
Centre span - 8 3 x 30 x 1 4.60 407.10
Beam - 20: C28 to C7 : Main top 16 3 x 2 x 1 29.02 174.1
16 3 x 1 x 1 21.86 65.5
Bottom Main - C20 - C7 16 3 x 2 x 1 29.02 174.1
16 3 x 1 x 1 21.86 65.5
Extra bars - top - - @C7 20 3 x 2 x 1 6.97
@C20 20 3 x 2 x 1 13.58
- bottom - @C20-C7 20 3 x 2 x 1 14.25
Stirrups - C28 TO C20 - 8 3 x 41 x 1 4.60 559.53
- C7 - 8 3 x 12 x 1 4.60 170.62
Centre span - 8 3 x 30 x 1 4.60 407.10
Beam - 21: C67 to C43 : Main top 16 3 x 2 x 1 29.02 174.116 3 x 1 x 1 21.86 65.5
Bottom Main C67 - C43 16 3 x 2 x 1 29.02 174.1
16 3 x 1 x 1 21.86 65.5
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63/77
S.No. Description of Work Dia UnitCutting
Length8mm 10mm 12mm 16mmNo.
Bottom Main - C29 - C8 16 3 x 2 x 1 29.02 174.1
16 3 x 1 x 1 21.86 65.5
Extra bars - top - - @C8 20 3 x 2 x 1 6.97
@C21 20 3 x 2 x 1 13.58
- bottom - @C21-C8 20 3 x 2 x 1 14.25
Stirrups - C29 TO C21 - 8 3 x 41 x 1 4.60 559.53
- C8 - 8 3 x 12 x 1 4.60 170.62
Centre span - 8 3 x 30 x 1 4.60 407.10
Beam - 23: C68 to C9 : Main top 20 3 x 2 x 1 81.02
C44 - C30 20 3 x 1 x 1 25.72
Bottom Main : 20 3 x 2 x 1 81.02 20 3 x 1 x 1 25.72
Extra bars - top - C66 to C9 - @C66 20 3 x 3 x 1 6.97
@C54,C44 25 3 x 3 x 1 20.75
@C30,C22 25 3 x 3 x 1 20.50
@C9 20 3 x 3 x 1 6.72
- bottom - @C68-C54 20 3 x 3 x 1 14.75
@C44-C30 25 3 x 3 x 1 17.50
@C22-C9 20 3 x 3 x 1 14.50
Stirrups - C68 TO C54 & C22 TO C9 - 8 3 x 65 x 2 4.60 1781.45
Centre span - C39 TO C25 - 8 3 x 76 x 1 4.60 1048.80
Beam - 24: C69 to C10 : Main top 12 3 x 3 x 1 81.52 733.68
Bottom Main : 20 3 x 3 x 1 81.52
Stirrups - C69 TO C10 - 8 3 x 162 x 2 4.60 4460.16
Beam - 25: C69 to C10 : Main top 12 3 x 3 x 1 54.27 488.43
Bottom Main : 20 3 x 3 x 1 54.27
Stirrups - C69 TO C10 - 8 3 x 107 x 2 4.60 2955.96
Beam - 26: C70 to C11 : Main top 12 3 x 3 x 1 81.52 733.68
Bottom Main : 20 3 x 3 x 1 81.52
Stirrups - C70 TO C11 - 8 3 x 162 x 2 4.60 4460.16
- ROOF SLAB -
S1 - ( 16'9"X6'0" ) - 15 Nos- Along l/s - Main -Straight
8 15 x 14 x 3 6.85 4240.77
- Crank 8 15 x 14 x 3 7.01 4339.83
Extra at top - 8 15 x 14 x 6 2.15 2655.90
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64/77
S.No. Description of Work Dia UnitCutting
Length8mm 10mm 12mm 16mmNo.
- Crank 8 12 x 11 x 3 17.72 6963.96
Extra at top - 8 12 x 11 x 6 5.15 4043.97
Tie bars 8 12 x 11 x 6 17.97 14124.42
S2 - ( 16'9"X13'0" ) - 12 Nos - Along s/s - Main -
Straight - 6" c/c -8 12 x 18 x 3 6.85 4438.80
- Crank 8 12 x 18 x 6 7.01 9084.96
Extra at top - 8 12 x 6 x 6 4.63 1836.01
Tie bars 8 12 x 4 x 6 14.22 4504.90
S1 - ( 16'9"X6'6" ) - 9 Nos - Along l/s - Main -
Straight8 9 x 6 x 3 17.60 3016.80
- Crank 8 9 x 6 x 3 17.76 3044.23Extra at top - 8 9 x 6 x 6 5.21 1785.40
Tie bars 8 9 x 4 x 6 7.72 1853.22
S1 - ( 16'9"X6'6" ) - 9 Nos - Along s/s - Main -
Straight8 9 x 14 x 3 17.60 6487.20
- Crank 8 9 x 14 x 3 17.76 6546.17
Extra at top - 8 9 x 14 x 6 5.76 4242.48
Tie bars 8 9 x 2 x 6 17.97 1992.22
S1 - ( (13'+2x6+2x9"= 26'6"X9'9" ) - 5 Nos - Along
l/s - Main - Straight8 5 x 9 x 3 27.96 3695.17
- Crank 8 5 x 9 x 3 28.44 3758.60
Extra at top - On Beam - 24 & Beam - 25 - 8 5 x 9 x 6 27.96 7549.20
Extra at top - On Beam - 23 & Beam - 26 - 8 5 x 9 x 6 2.17 584.82
Tie bars 8 5 x 3 x 6 10.97 939.43
S1 - ( (13'+2x6+2x9"= 26'6"X9'9" ) - 5 Nos - Along
s/s - Main - Straight8 5 x 22 x 3 10.60 3418.50
- Crank 8 5 x 22 x 3 10.76 3470.10
Extra at top - 8 5 x 22 x 6 3.66 2357.48
Tie bars 8 5 x 2 x 6 27.72 1707.30
S1 - ( 19'9"X6'0" ) - 4 Nos - Along l/s - Main -
Straight8 4 x 16 x 3 6.85 1317.69
- Crank 8 4 x 16 x 3 7.01 1348.47Extra at top - 8 4 x 16 x 6 2.15 825.24
Tie bars 8 4 x 2 x 6 20.97 937.93
S1 - ( 19'9"X6'0" ) - 4 Nos - Along s/s - Main -8 4 x 6 x 3 20 60 1387 69
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S.No. Description of Work Dia UnitCutting
Length8mm 10mm 12mm 16mmNo.
S2 - ( 19'9"X13'0" ) - 1 Nos - Along s/s - Main -
Straight - 6" c/c -8 1 x 21 x 3 6.85 431.55
- Crank 8 1 x 21 x 3 7.01 441.63
Extra at top - 8 1 x 6 x 6 6.66 219.92
Tie bars 8 1 x 4 x 6 14.22 375.41
Miscellaneous - Balconies - l/w - 8 3 x 17 x 9 8.20 3763.80
- s/w 8 3 x 17 x 17 6.37 5522.79
TOTAL LENGTH : 81817.31 1459.49 10783.65 18485.7
UNIT WEIGHT : 0.395 0.617 0.888 1.5
TOTAL : 32317.84 900.50 9575.88 29207.4
TOTAL WEIGHT : Kg80396.70
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CIVMSM, SBMSKLYMNDPM, Sreesaila
Name of Work : SBMS GOWRI KALYANAMANDAPAM, SREESAILAMDATA & SPECIFICATIONS OF ITEMS
Item No. Quantity Unit Description Rate per Amount Remarks
1 2 3 5 6 7 8 9
1
2
3
0.400 cmt Cost of Gravel 200.00 Cmt 80.00
0.600 cmt Cost of boulders 274.60 Cmt 164.76
0.310 Nos Spreading charges 280.00 Each 86.80
331.56
4.00% VAT 331.56 13.26
14.00%Contractor's Overheads,
Establishment charges & Profit46.42
Rounding off 0.04
Rate per Cmt 722.84
4
0.920 cmt 40mm metal 3,256.25 Cmt 2,995.75
0.460 cmt C.M. (1:4) 4,480.25 Cmt 2,060.92
0.906 Nos Mason 1st class 350.00 Each 317.10
0.140 Nos Mason 2nd class 320.00 Cmt 44.80
1.800 Nos Man Mazdoor 280.00 Cmt 504.00
1.400 Nos Woman Mazdoor 280.00 Each 392.00
1.000 cmt Mahine Mixixng 303.00 Cmt 303.00
Cement concrete (1:4:8 ) proportion using 40mm guage machine crushed metal other than granite metal from approved
quarry including cost and conveyance of all materials and labour charges, seignorage charges on all materials, machine
mixing of concrete laying, in foundation, ramming in layers of 15 cm thick each, finishing top surface to required level neatly,
water curing, etc.,complete for finshed item of work for foundation.
Rock Cutting
Sand Filling
Filling with boulders with gravel (60:40) including cost and conveyance of all materials and labour charges, spreading etc.
complete.
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CIVMSM, SBMSKLYMNDPM, Sreesa
Item No. Quantity Unit Description Rate per Amount Remarks
1 2 3 5 6 7 8 9
3.500 cmt Woman Mazdoor 280.00 Each 980.00
1.000 cmt Mahine Mixixng charges 303.00 Cmt 303.00
1.330 cmt Vibrating charges 120.40 Cmt 160.13
8,766.87
8,766.87
A ) FOOTINGS
1.000 cmt Grade metal 8,766.87 Cmt 8,766.87
1.000 cmt Centering charges 552.00 Cmt 552.00
4.00% VAT 8,766.87 350.67
14.00%Contractor's Overheads,
Establishment charges & Profit1,304.64
Rounding off 0.06
10,974.24
B ) COLUMNS
1.000 cmt Grade metal 8,766.87 Cmt 8,766.87
1.000 cmt Centering charges 1,787.00 Cmt 1,787.00
4.00% VAT 1,787.00 71.48
14.00%Contractor's Overheads,
Establishment charges & Profit1,477.54
Rounding off 0.06
12,102.95
C ) T BEAMS
1.000 cmt Grade metal 8,766.87 Cmt 8,766.87
1.000 cmt Centering charges 2,988.00 Cmt 2,988.00
4.00% VAT 2,988.00 119.52
V.R.C.C 1 : 11/2 : 3 using 20mm, 12mm, and 6mm ..
V.R.C.C 1 : 11/2 : 3 using 20mm, 12mm, and 6mm ..
V.R.C.C 1 : 11/2 : 3 using 20mm, 12mm, and 6mm ..
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CIVMSM, SBMSKLYMNDPM, Srees
Item No. Quantity Unit Description Rate per Amount Remarks
1 2 3 5 6 7 8 9
F ) ROOF SLAB - 5" thick - Waist
Slab -
1.300 cmt Grade metal 8,766.87 Cmt 11,396.93
1.000 cmt Centering charges 3,390.00 10Smt 3,390.00
4.00% VAT 3,390.00 135.60
14.00%Contractor's Overheads,
Establishment charges & Profit2,070.17
Rounding off 0.06
16,992.76
G ) SUNSHADES - 0.80 M Wide
0.047 cmt Grade metal 8,766.87 Cmt 412.04
0.800 cmt Centering charges 257.00 1 Smt 205.60
0.800 50% Extra for ornamental centering 128.50 1 Smt 102.80
4.00% VAT 308.40 12.34
14.00%Contractor's Overheads,
Establishment charges & Profit100.86
Rounding off 0.06
For 0.800 M wide 1 Rmt 833.70
For 0.600 M Wide 625.28
6
1000.000 Kgs Cost of steel 49,000.00 MT 49,000.00As per market which is
less than SSR 2013-14,
i.e. Rs. 50,000/-
50.000 Kgs Add 5% wastages 49,000.00 MT 2,450.00
V.R.C.C 1 : 11/2 : 3 using 20mm, 12mm, and 6mm ..
V.R.C.C 1 : 11/2 : 3 using 20mm, 12mm, and 6mm ..
Providing High Yield Strength Deformed bars Fe415 of different diameters wrought and put up, including cost and
conveyance of steel and all wastages, overlaps, splices, welded joints, chairs, spacer bars, etc., and its curing and bending
to required sizes and shapes, placing, binding, and fixing inposition as shown in drawing including cost of binding wire,
bending charges and any other incidental charges if any, for finished item of work. ( Payment will be made on the basis of
weight of fabriated deformed bars only )
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CIVMSM, SBMSKLYMNDPM, Srees
Item No. Quantity Unit Description Rate per Amount Remarks
1 2 3 5 6 7 8 9
Rounding off 0.03
3,686.11
8
512.000 Nos Cost of bricks 5,236.90 Cmt 2,681.29
0.200 cmt C.M. ( 1 : 6 ) 3,784.25 Cmt 756.85
0.420 Nos Mason 1st class 350.00 Each 147.00
0.980 Nos Mason 2nd class 320.00 Each 313.60
0.700 Nos Man Mazdoor 280.00 Each 196.00
0.210 cmt Woman Mazdoor 280.00 Each 58.80
1.000 cmt Scaffolding charges 36.00 Cmt 36.00
4,189.54
4.00% VAT 3,438.14 137.53
14.00%Contractor's Overheads,
Establishment charges & Profit581.50
Rounding off 0.03
4,908.60
9
565.000 nosCountry bricks, second class
traditional size 23x11x7cm5.24 nos 2,958.85
106.000 kg. Cement 5.80 kg. 614.80
0.220 cum Sand 2,185.00 cum 480.70
0.220 cum Seigniorage charges for sand 40.00 cum 8.80
0 600 d M 1st 380 00 E h 228 00
Brick Masonry for superstructure in cement mortar CM 1:6 ( 1 Cement : 6 Sand ), using traditional 2nd class bricks having
crushing strength of not less than 35 kgs/cm2, including cost and conveyance of all materials and all labour charges,
seignorage charges on all materials like cement, sand, and bricks etc., to work site, including labour charges for mixing of
cement mortar, masonry construction, scaffolding charges, water curing etc., complete finished item of work.
11.5 cm ( 41/2
" ) wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks
including cost of all materials, seigniorage charges, labour and all operations for constructing half brick masonry, mixing
cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials.
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CIVMSM, SBMSKLYMNDPM, Srees
Item No. Quantity Unit Description Rate per Amount Remarks
1 2 3 5 6 7 8 9
0.500 Nos Man Mazdoor 280.00 Each 140.00
1.100 Nos Woman Mazdoor 280.00 Each 308.00
10.000 Sqm Scaffolding charges 36.00 cum 36.00
Total 2,248.84
4% VAT 26.16
14%Contractor's Overheads,
Establishment charges & Profit314.84
Rate per 10 Sqm 2,589.84
Rate per 1 Sqm 258.98
11
0.110 cum Cement Mortar 1:6 3,784.25 cum 416.27
0.300 Nos Mason 1stclass 350.00 Each 105.00
0.700 Nos Mason 2ndclass 320.00 Each 224.00
0.500 Nos Man Mazdoor 280.00 Each 140.00
1.000 Nos Woman Mazdoor 280.00 Each 280.00
0.040 cum Cement Mortar 1:3 5,176.25 cum 207.05
0.330 Nos Mason 1stclass 350.00 Each 115.50
0.770 Nos Mason 2ndclass 320.00 Each 246.40
0.500 Nos Man Mazdoor 280.00 Each 140.00
1.100 Nos Woman Mazdoor 280.00 Each 308.00
10.000 Sqm Scaffolding charges 36.00 cum 36.00
Total 2,218.22
4% VAT 24.93
14%Contractor's Overheads,
Establishment charges & Profit
310.55
Rate per 10 Sqm 2,553.70
Rate per 1 Sqm 255.37
Plastering 12 mm thick in two coats with base coat of 8 mm thick in CM (1:6), and top coat of 4mm thick in CM (1:3), with
dubara spong finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including
seiniorage charges, sales and other taxes on all materials, and all operational, incidental charges on materials, including
cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing including cutting grooves complete for
finished item of work. ( For Internal Wall surfaces )
Base Coat 8mm thick in CM ( 1:6 )
Top Coat 5mm thick in CM ( 1:3 )
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CIVMSM, SBMSKLYMNDPM, Sreesa
Item No. Quantity Unit Description Rate per Amount Remarks
1 2 3 5 6 7 8 9
13
0.210 cum Cement Mortar 1:3 5,176.25 cum 1,087.01
0.660 Nos Mason 1stclass 350.00 Each 231.00
1.540 Nos Mason 2ndclass 320.00 Each 492.80
0.500 Nos Man Mazdoor 280.00 Each 140.003.200 Nos Woman Mazdoor 280.00 Each 896.00
2.000 Kgs Waterproofing compound 40.00 Kg 80.00
Total 2,926.81
4% VAT 46.68
14%Contractor's Overheads,
Establishment charges & Profit409.75
Rate per 10 Sqm 3,383.24
Rate per 1 Sqm 338.32
14
Frame Verticals 1x2 7'0" 0'5" x 0'3" 1.46
Horizontals 1x2 3'6" 0'5" x 0'3" 0.73
Quantity of wood Cft 2.19 0.062 Cum
0.062 Cum Frame for door 130,948.00 Cum 8,120.52
Shutter Verticals 1x1 6'9" x 2'9" 0'11/4" 1.93
Horizontals 1x2 3'6" 0'5" x 0'3" 0.73
Quantity of wood Cft 2.66 0.055 Cum
0.055 Cum Door shutter with reapers 130,948.00 Cum 7,156.31
2.000 Nos 12" Powder coated Aldrops 341.00 Each 682.00
3.000 Nos 6" Butt hinges 132.00 Each 396.00
3.000 Nos 8" Tower bolts - powder coated 113.00 Each 339.00
Providing impervious coat to exposed RCC roof slab surface to required slopes with CM 1:3 prop. 20 mm thick ( average ),
mixed with waterproofing compound, manufactured by reputed manufacturers, as approved by Engineer - in - charge, at 1
kg per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and
thread lining at regular intervals of 45 cm x 45 cm, including cost and conveyance of all materials like cement, sand,
waterproofing compound, etc to site, including seigniorage charges, sales and other taxes on all materials, and operational,
incidental and labour charges for mixing mortar, laying, lift charges, rendering smoothand thread lining, curing, including
rounding off junctions of wall and slab etc., for finished item of work.
Supply and fixing of teak wood door size 7'-0" x 3'-0". ( 1.95 Sq.m. )
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CIVMSM, SBMSKLYMNDPM, Sre
I tem No. Quantity Unit Description Rate per Amount Remarks
1 2 3 5 6 7 8 9
4% VAT 672.16
14%Contractor's Overheads,
Establishment charges & Profit 2,561.56
Rate per 1.850 Sqm 21,530.55
Rate per 1 Sqm 11,638.14
16
1.000 Sqm Plastic Emulsion paint 3,500.00 10 Sqm 350.00
17
1.000 Sqm Synthetic Enamel paint 1,040.00 10 Sqm 104.00
18
0.500 LtsCost of Primer ( S.No. 372, Pg.No.34
)121.00 Ltr 60.50
0.080 Nos Painter 1stclass 400.00 Each 32.00
0.190 Nos Painter 2ndclass 320.00 Each 60.80
1.700 Ltr Cost of washable OBD ( S.No. 390 ) 81.00 Ltr 137.70
0.360 Nos Painter 1st class 400.00 Each 144.00
0.840 Nos Mazdoor unskilled 280.00 Each 235.20
Total 670.20
14%Contractor's Overheads,
Establishment charges & Profit
93.83
Rounding off 0.07
Rate per 10 Sqm 764.10
Supply and application of two coats of Birla Wall care superfine, on one coat of cement primer and two coats of Birla White
wall care ( Plastic Emulsion paint ), including cost and conveyance of all materials and all operational, incidental and labour
charges etc., complete for finished item of work.
Painting two coats of synthetic enamel paint 1st grade over 1 primer coat on wood work, including cost and conveyance of
all materials to site including cost of brushes, scaffolding charges, lift charges etc., and all labour charges etc., for finished
item of work.
Painting two coats of Oil Bound Distemper paint over 1 primer coat with approved colours on walls, including cost and
conveyance of all materials, water to site including cost of brushes, scaffolding charges, lift charges etc., and all labour
charges etc., for finished item of work.
Painting coats material
Labour
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CIVMSM, SBMSKLYMNDPM, Sree
Item No. Quantity Unit Description Rate per Amount Remarks
1 2 3 5 6 7 8 9
21.600 Kgs Cement 1:3 for base coat 5.80 Kgs 125.28
33.000 Kgs Cement slurry 5.80 Kgs 191.40
20.000 Kgs Cement for jointing 5.80 Kgs 116.00
0.120 cum Sand for CM 1:3 2,225.00 cum 267.00
3.100 Nos Mason 1stclass 350.00 Each 1,085.00
1.100 Nos Mason 2ndclass 320.00 Each 352.00
0.860 Nos Man Mazdoor ( Unskilled ) 280.00 Each 240.80
Total 4,075.88
14%Contractor's Overheads,
Establishment charges & Profit570.62
Rate per 10 Sqm 4,646.50
Rate per 1 Sqm 464.65
21
10.500 Sqm
Decorated coloured background
glazed tiles 200 x 300 mm ( S.no. 41,
P.no. 15 )
612.00 1 Sqm 6,426.00
33.000 Kgs Cement slurry 5.80 Kgs 191.40
6.000 Kgs Cement for jointing 25.00 Kgs 150.00
0.120 cum CM 1:3 5,176.25 cum 621.15
0.960 Nos Mason 1stclass 350.00 Each 336.00
2.240 Nos Mason 2ndclass 320.00 Each 716.80
3.300 Nos Man Mazdoor ( Unskilled ) 280.00 Each 924.00
Total 9,365.35
14% Contractor's Overheads,Establishment charges & Profit 1,311.15
Rate per 10 Sqm 10,676.50
Rate per 1 Sqm 1,067.65
Materials
Labour
Dadoing with 1st quality Decorated coloured background glazed tiles of approved brand, colour, and shade, of size 200 x
300 mm, set over 12mm thick in CM 1:3 proportion base coat and with neat cement paste spread at the rate of 3.30 kgs of
cement per 1 sq.m., and jointedwith neat white ement paste, mixed with pigments of matching shade including cost and
conveyance of all materials and labour charges etc., complete Johnson 1st quality.
Labour
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Name of Work : SBMS GOWRI KALYANAMANDAPAM, SREESAILAM
1 2 3 4 5 10 11 12 13 14 15
1 Sand for Moratar Puduru 162 1680 1680 505 40.00 2225.
2 Sand for Concrete Puduru 162 1680 1680 385 40.00 2105.
3 Sand for filling Puduru 162 1680 1680 285 40.00 2005.
4 Gravel Local 5 80 80 98 22.00 200.0
5 Quarry rubbish Local 5 80 80 98 178.0
6 6mm HG MC Metal Tamrajpalli 189 1950 1950 700 250.00 175.00 50.00 3125.
7 12mm HG MC Metal Tamrajpalli 189 1950 1950 1045 250 00 261 25 50 00 3556
Blasting
charges
Machine
crushing
charges
25% extra
Seinorage
charges
Tota
Rate
Seigniorag
e Charges
Total
Lead
(KM)
Conveyanc
e charges
Sreesailam
Total
conveyanc
e charges
Inntial
rate
LEAD CHART (SSR 2013-2014, August 2013 )
District :
Name of the work : Construction of SBMS
Location :KURNOOL
Sl.
No.Nature of Material
Location of
quarry
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1 2 3 4 5 10 11 12 13 14
Blasting
charges
Machine
crushing
charges
25% extra
Seinorage
charges
Seigniorag
e Charges
Total
Lead(KM)
Conveyanc
e charges
Total
conveyance charges
Inntial
rate
Sl.
No. Nature of MaterialLocation of
quarry
9 40mm HG MC Metal Tamrajpalli 189 1950 1950 805 250.00 201.25 50.00 3
10 40mm HBG MC Metal Local 5 80 80 170 250.00 50.00
11 RR Stone ( OTG ) Local 5 80 80 280 250.00 50.00
12Bricks 2nd class of size
22x11x7 cmTripuranthakam 80 1408 1491.4 3707 38.50 5
14 CEMENT AT SITE 5800 5
15 HYSD Steel AT SITE 2000 50000 5
16 2.36 to 5 mm HBG Metal Tamrajpalli 189 1950 1950 330 70.00 82.50 50.00 2
17 5 to 7 mm HBG Metal Tamrajpalli 189 1950 1950 530 70.00 132.00 50.00 2
18 9.5 to 11.2 mm HBG Metal Tamrajpalli 189 1600 1600 573 70.00 143.25 50.00 2
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1 2 3 4 5 10 11 12 13 14
Blasting
charges
Machine
crushing
charges
25% extra
Seinorage
charges
Seigniorag
e Charges
Total
Lead(KM)
Conveyanc
e charges
Total
conveyance charges
Inntial
rate
Sl.
No. Nature of MaterialLocation of
quarry
20 40 to 45 mm HBG Metal Tamrajpalli 189 1600 1600 530 70.00 132.50 50.00 2
21 25 to 27 mm HBG Metal Tamrajpalli 189 1600 1600 874 70.00 218.50 50.00 2
22 19 to 22 mm HBG Metal Tamrajpalli 189 1600 1600 998 70.00 249.50 50.00 2
23 12 to 14 mm HBG Metal Tamrajpalli 189 1600 1600 727 70.00 181.75 50.00 2
24 Kadapa slabs Bethamcherla 200 1140.48 1140.48 840 1
25 CR Stones Local 5 74.6 74.6 444.4 50.00
26 Boulders Local 5 74.6 74.6 150 50.00
27 20mm OTG Metal Hazipur 80 696 696 696 251.00 70.00 62.75 1
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Name of Work : SBMS GOWRI KALYANAMANDAPAM, SREESAILAM
1 2 3 4 5 6 7 8 9 10 11
Kgs Kgs Kgs Kgs Kgs Kgs Kgs
960 720 480 360 288 240 180
1 Cement 5,800.00 MT 5,568.00 4,176.00 2,784.00 2,088.00 1,670.40 1,392.00 1,044.00
2 Sand ( 2225x1.05) 2,336.25 1 Cum 2,336.25 2,336.25 2,336.25 2,336.25 2,336.25 2,336.25 2,336.25
3 Mixing Charges (0.20x280/-) 56.00 1 Cum 56.00 56.00 56.00 56.00 56.00 56.00 56.00
7,960.25 6,568.25 5,176.25 4,480.25 4,062.65 3,784.25 3,436.25
(1:6) (1:8)
TOTAL
Cement Content per 1 Cum of Mortar
Unit
(1:3) (1:4) (1:5)Sl.
No.Description Rate Unit (1:11/2) (1:2)
CEMENT MORTAR (SSR 2013-2014, August 2013 )
District : Location :
Name of the work :
KURNOOL
Construction of SBMS Kalyanamandapam
Sreesailam
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