Download - CMSPGHS_2012-13_NEW - 22.11.12
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Page 1 of 164
DATA using Packed Bitumen
Unit = sqm
Taking output = 500 sqm (10 cum)
a) Labour
1.08 Mate 178.00 day 192.24
21.00 Mazdoor (Unskilled) 155.00 day 3255.00
6.00 Mazdoor (Semi-Skilled) 173.00 day 1038.00
Machinery 4485.24
4.00 Mixall 6/10 t capacity 1526.05 hour 6104.20
4.00 160.00 hour 640.00
2.00 Three wheel 80-100 kN static roller 371.00 hour 742.00
7486.20
Km : 0 / 0 - 1 / 0 Km : 1 / 0 - 2 / 0 Km : 2 / 0 - 2 / 1
0.73 Bitumen (S-65) @ 14.60 kg 41800.00 t 30514.00 ### 30514.00 41800.00 30514.00
13.50 745.28 cum 10061.28 749.83 10122.71 754.38 10184.13
1.00 Labour 4485.24 4485.24 4485.24 4485.24 4485.24 4485.24
1.00 Machinery 7486.20 7486.20 7486.20 7486.20 7486.20 7486.20
Overheads @ 12.5% on (a+b+c) 6568.34 6576.02 6583.70
Cost of 500 sqm = a+b+c+d 59115.06 59184.17 59253.27
Rate per sqm = (a+b+c+d)/500 118.23 118.37 118.51
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared
b)
Bitumen boiler oil fired1000 litre capacity fitted with spray set
Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm
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Page 2 of 164
Seal Coat
Unit = sqm
Taking output = 1100 sqm
a) Labour
1.15 Mate 178.00 day 204.70
1.00 Bitumen Sprayer 107.00 day 107.00
22.00 Mazdoor (Unskilled) 155.00 day 3410.00
6.00 Mazdoor (Semi-Skilled) 173.00 day 1038.00
b) Machinery 4759.70
2.20 160.00 hour 352.00
2.20 Three wheel 80-100 kN static roller 371.00 hour 816.20
1168.20
Km : 0 / 0 - 1 / 0 Km : 1 / 0 - 2 / 0 Km : 2 / 0 - 2 / 1
1.078 41800.00 t 45060.40 ### 45060.40 41800.00 45060.40
9.90 458.95 cum 4543.61 463.50 4588.65 468.05 4633.70
1.00 Labour 4759.70 4759.70 4759.70 4759.70 4759.70 4759.70
1.00 Machinery 1168.20 1168.20 1168.20 1168.20 1168.20 1168.20
Overheads @ 12.5% on (a+b+c) 6941.49 6947.12 6952.75
Cost of 1100 sqm = a+b+c+d 62473.40 62524.07 62574.75
Rate per sqm = (a+b+c+d)/1100 56.79 56.84 56.89
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
Bitumen boiler oil fired, capacity 1000 litre fitted with spray set
Bitumen (S-65) @ 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm
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Page 3 of 164
DATA using Bituminous Emulsion
5.1 508.2
Unit = sqm
Taking output = 900 sqm (24.3 cum)
a) Labour
0.80 Mate #REF! day #REF!
18.00 Mazdoor (Unskilled) #REF! day #REF!
2.00 Mazdoor (Skilled) #REF! day #REF!
Machinery #REF!
6.00 Concrete Mixer 0.4/0.28 Cum capacity 188.00 hour 1128.00
3.60 Three wheel 80-100 kN static roller 371.00 hour 1335.60
2463.60
c) Material Km : 0 / 0 - 1 / 0
1.94 43700.00 t 84778.00
24.30 745.28 cum 18110.30
1.00 Labour #REF! #REF!
1.00 Machinery 2463.60 2463.60
Overheads @ 12.5% on (a+b+c) #REF!
Cost of 900 sqm = a+b+c+d #REF!
Rate per sqm = (a+b+c+d)/900 #REF!
20mm thick Open-Graded Premix Carpet using Bitumen Emulsion as per Technical Specification clause 508.2 .
b)
Bitumen Emulsion @ 21.50 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm
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Page 4 of 164
Seal Coat
Unit = sqm
Taking output = 2700 sqm (24.3 cum)
a) Labour
0.80 Mate 178.00 day 142.40
18.00 Mazdoor (Unskilled) 155.00 day 2790.00
2.00 Mazdoor (Skilled) 173.00 day 346.00
Machinery 3278.40
6.00 Concrete Mixer 0.4/0.28 Cum capacity 188.00 hour 1128.00
3.60 Three wheel 80-100 kN static roller 371.00 hour 1335.60
2463.60
c) Material Km : 0 / 0 - 1 / 0
2.70 43700.00 t ###
24.30 458.95 cum 11152.49
1.00 Labour 3278.40 3278.40
1.00 Machinery 2463.60 2463.60
Overheads @ 12.5% on (a+b+c) 16860.56
Cost of 2700 sqm = a+b+c+d ###
Rate per sqm = (a+b+c+d)/2700 56.20
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510
b)
Bitumen Emulsion @ 10 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm
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Rates Length of Road
Bitu
men
Emul
sion
Die
sel
Kero
sene
& O
il
Star
ting
Cha
inag
e
Endi
ng C
hain
age
47951 46275 #REF! #REF! 0.000 6.000
Steel= 48000Hill Percentage 50 %
I ROADS
S.No Description of work ### ### ### #REF!
1 Clearing the light jungle #REF!
2 Earth work excavation SS 20A #REF!
3 Earth work excavation SS 20B #REF!
4 Collection and spreading of gritty gravel #REF! #REF!
4 Collection and spreading of Well gravel 97.34
5 WBM Grade II #REF! #REF!
6 WBM Grade III #REF! #REF!
7 Advance Patch work- 50mm tk #REF! #REF!
8 Advance Patch work- 25mm tk #REF! #REF!
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9 TACK COAT over WBM 4Kg/10 sqm #REF!
10 TACK COAT over WBM 3Kg/10 sqm #REF!
11 PREMIX CARPET WITH SEAL COAT #REF! #REF!
II CD WORKSMaterials Plain Hills
Cement & Steel 3
Sand 30
Metal 4
Gravel 1
S.No Description of work Rates
1 Earth work SS 20 B #REF!
2 C.C.1:4:8 1940.90
3 C : C 1: 5: 10 #REF!
4 R . R. MASONARY 1 : 5 #REF!
5 R . R. MASONARY 1 : 4 #REF!
6 C : C 1: 3: 6 using 40 mm metal #REF!
7 C : C 1: 2: 4 using 20 mm metal #REF!
8 R.C. C 1: 1 1/2: 3 #REF!
9 R.C. C 1: 2: 4 0.00
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10 R.C.C. 1: 2: 4
11 Fabrication of STEEL 60325.33
12 Steel Centring 335.04
13 Steel Shuttering #REF!
14 Plastering CM 1:5 - 20mm Tk #REF!
15 Plastering CM 1:4- 20mm Tk #REF!
16 Plastering CM 1:4- 12mm Tk #REF!
16 Plastering CM 1:5- 12mm Tk 81.76
Plastering CM 1:3- 10mm Tk 94.80
17 Gravel Filling #REF!
18 Sand Filling #REF!
19 Wearing Coat #REF!20 Dry stone masonry #REF!
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Lead
Met
al 6
3 - 2
2.4
mm
Met
al 1
3.2
- 6.7
0mm
Gra
vel
Sand
Plain 10.00 10.00 5.00 10.00
Hills 0.00 0.00 0.00 0.00
#REF! #REF! ### #REF! ### #REF! #REF! #REF!
#REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF!
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S#REF! #REF! #REF! #REF!
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.
0
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LEAD STATEMENT ( Kms)
Sand Brickjelly Lime stone
Plain 3 30 4.00 1 1 1
HILLS 0 0 0.00 0 0 0
Cement / Steel
Rough stone, &
MetalCountry Bricks
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x x x PWD Rates
x x x Collector's appd rates
I Rates of Labour II Rates of Material ( contd..) III
1 Carpenter I class 284.00 c Lime and cement c
2 Carpenter II class 261.00 1
3 Fitter I class barbendin 253.00 1 Cement 4400.00 2
4 Fitter II classbarbendin 235.00 2 Shell lime 1075.00 3
5 Floor polisher 225.00 3 Lime stone 790.00 4
6 Mason I class for BW 291.00 4 Grinding mortor 92.10 57 Mason II class for BW 261.00 5 Mixing mortor 37.70
8 Mazdoor I class 183.00 Concrete Vibrators
9 Mazdoor II class 165.00 1 PCC 22.80 1
10 Painter I Class 196.00 2 RCC 30.65 2
11 Painter II Class 217.00 d Timber and Roofing materials
12 Plumber I class 253.00 1 26180.00 1
13 Plumber II class 235.00 2 27500.00 2
14 Stone Cutter I class 224.00 3 CW planks 30030.00 d
15 Stone Cutter II class 207.00 4 26.40 1
16 Wodder 189.00 5 19.20 2
17 Mazdoor I cl. For roads 207.00 6 Palmyrah rafter 37.90 3
18 Mason I class(stone wo 291.00 7 25.30 4
19 Mason II class(stone w 261.00 8 19.20 5
II Rates of Material 9 14.80 6
a Bricks and Tile product 10 12.60 7
1 3625.00 8
2 Brick Jelly- 40 mm 450.00 9
3 --do-- 20mm 500.00 10
4 7920.00 e Metal and Iron works 11
5 11220.00 1 Steel rods 48000.00 12
6 7.55 2 MS plate kg 48.00 13
7 9990.00 3 MS Angle kg 48.00
8 6360.00 4 Binding wire Mt 48.00 1
9 Ceiling tiles 20x20x2 4.55 5 335.00 2
10 2855.00 6 Iron works ( lab) 16.75 /kg 3
f RCC Hume Pipes & coller n
1 900 mm dia 2.5m ### 200.00 1
2 900 mm dia 1.0m ### 2
Schedule of Rates 2010 -11
CW scantling < 4m
CW scantling (raft)
CW reepers-50x25
CW reepers-50x12
Casu. poles 13-15
Casu. poles 10-13
Casu. poles 8-10
Casu. poles 5-8
Country bricks ( 2 3/4" )
Pressed Tiles.(20x20)
--do-- (23x23)
Mang. Tiles class AA
Mosaic (Grey)25x25
Mosaic (Grey)20x20
GI sheet 300x1.6mm/1Sqm /m2
Country bricks ( 2 1/4" )
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b Stone and Road materials 3 600 mm dia 2.5m ### 170.00 V
4 600 mm dia 1.0m 700.00 1
1 302.00 III Rates of works 2
2 Roughstone ( revet ) 262.00 a Clearing the site 3
3 Bond stones 414.00 1 Lighjungle 2.05 4
4 3125.00 2 Scrub jungle 1.90 5
5 Km stone1.65 x 0.45 x 299.00 6
6 Hm stone 0.75 x0.23 155.00 b Dismanling 7
7 111.00 8
8 Cut stone roughly dres 2970.00 1 22.30 9
ISS Metal 2 68.40 10
8 40mm metal 675.00 3 83.85 11
9 20mm metal 940.00 4 Lime concrete 106.20 12
10 12mm metal 871.00 5 Cement concrete 144.00 13
11 10mm metal 641.00 6 RCC 2187.00 14
12 6mm metal 435.00 7 Chipping concrete 12.10 15
13 Gravel 111.00 8 Pres.tiles & WC 13.95 16
14 Well gravel 98.00 9 Scrapping old plast 3.45 17
15 Sand for mortor 110.00 IV Electrification 18
16 Sand for filling 110.00 19
17 26.00 20
18 311.00 1 Light & Fan Pt(21) 456.80 /pt 21
19 300.00 2 Plug point SI 34 340.05 /pt VI
20 277.00 3 16 amp DPICSI 136 358.55 /pt 1
21 Granite slab sqm 1800.00 4 Meter board SI120 127.80 /pt 2
5 GI serv. Pipe SI 67 200.25 /m 3
IRC Metal 6 Serv.main SI 62 25.10 /m 4
1 45 mm metal 689.00 7 Arial Fuse SI 124 99.90 /pt 5
2 25 mm metal 665.00 8 4x40W tube SI 83 371.15 /no 6
Roughstone (masonry)
Stoneslab (3 face 1 ln) ab 1.2 m
Guard stone 0.23x0.23
Brick/stone in clay
Brick/stone in lime
Brick/stone in cement
/m2
/m2
/m3
Clay for puddle & masonry
Cuddapah slab 50mm
Cuddapah slab 38/40
Cuddapah slab 20/30
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3 11.2 mm metal 608.00 9 Ceiling.Fan SI 106 ### /no 7
4 6 mm metal 451.00 10 BH Fitting SI 80 307.85 /no 8
11 40W bulb SI 77 77.20 /no 9
Conveyance of Material by road in PLAINS for the year 2012-13
Sl.No. Distance in Steel 1.00MT Country bricks
1 2 3 4 5 6 7
1 Co-efficient 1.00 1.00 1.10 1.60 1.35
2 Incidental c 0.00 0.00 0.00 0.00 0.00
3 Add for every extra 1 km & part there of
a 0 -10 Kms 4.40 4.40 4.85 7.05 5.95
b 10 - 20 Kms 3.80 3.80 4.20 6.05 5.10
c 20 - 40 Kms 3.35 3.35 3.70 5.35 4.50
d 40 - 80 Kms 2.80 2.80 3.10 4.50 3.80
e above 80 Km 2.55 2.55 2.80 4.05 3.40
4 Loading cha 58.50 58.50 27.95 19.15 27.50
5 Unloading c 58.50 58.50 27.95 19.15 27.50
6 An adhoc ext 11.65 11.65 12.80 18.60 15.80
inter state works
Transport and Delivery of 80/100 grade Bitumen and Emulsion from IOC, BPC, & HCL to Erode Dt. 20 Block Head Quarters
1 Chennai IOC & BPC to 20 Block Head qrs. Rs 2.80 / Km / Mt 2
3 Coimbatore IOC to 20 Block Head qrs. Rs 4.15 / Km / Mt 4
CONVEYANCE TABLEKM 0-10 KM 10-20 KM 20-40
KM I.C KM rate amt KM rate amt KM rate
I Buildings
1 Cement 3 0.00 3 4.40 ### 0 3.80 0.00 0 3.35
2 Rough stone 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
3 Bond stone 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
4 40mm iss m 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
5 20mm iss m 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
6 10-12mm me 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
7 6-10mm met 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
8 sand for mor 30 0.00 10 7.05 ### 10 6.05 60.50 10 5.35
9 sand for filli 1 0.00 1 7.05 7.05 0 6.05 0.00 0 5.35
10 steel 3 0.00 3 4.40 ### 0 3.80 0.00 0 3.35
11 country bric 1 0.00 1 5.95 5.95 0 5.10 0.00 0 4.50
Cement 1 M.T
Lime stone,
brick jelly, woodwork
(1Cum)
Rough stone, Metal, sand, gravel,surki, earth (1Cum)
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12 brick jelly 1 0.00 1 4.85 4.85 0 4.20 0.00 0 3.70
13 shell lime 1 0.00 1 4.85 4.85 0 4.20 0.00 0 3.70
14 Lime stone 1 0.00 1 4.85 4.85 0 4.20 0.00 0 3.70
15 pressed tiles 1 0.00 1 7.90 7.90 0 6.85 0.00 0 4.60
16 CW planks 1 0.00 1 4.85 4.85 0 4.20 0.00 0 3.70
17 CW scantling 1 0.00 1 4.85 4.85 0 4.20 0.00 0 3.70
18 Gravel 1 0.00 1 7.05 7.05 0 6.05 0.00 0 5.35
19 cutstone rou 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
20 25mm IRC m 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
21 11.2mm IRC 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
22 6mm IRC me 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
23 45mm IRC m 4 0.00 4 7.05 ### 0 6.05 0.00 0 5.35
Conveyance of Material by road in HILLY areas for the year 2009 - 10
Sl.No. Distance in Steel 1.00MT Country bricks
1 2 3 4 5 6 7
1 Co-efficient 1.00 1.00 1.10 1.60 1.35
2 Incidental c 0.00 0.00 0.00 0.00 0.00
3 Add for every extra 1 km & part there of
a 0 -10 Kms 8.80 8.80 9.70 14.10 11.90
b 10 - 20 Kms 7.60 7.60 8.40 12.10 10.20
c 20 - 40 Kms 6.70 6.70 7.40 10.70 9.00
d 40 - 80 Kms 5.60 5.60 6.20 9.00 7.60
e above 80 Km 5.10 5.10 5.60 8.10 6.80
Cement 1 M.T
Lime stone,
brick jelly, woodwork
(1Cum)
Rough stone, Metal, sand, gravel,surki, earth (1Cum)
-
Shell lime
1 1 1
0 0 0
M.Tiles & Pressed
Tiles
Wood
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x x x Highways sh. ratesx x x Local Rates
Rates of works ( Contd..)
Quarrying and blasting
258.30
Wedging hard rock 516.60
Medium rock blasting 132.30
Drilling holes 50mm 116.50
Drilling holes 40 mm 83.80
Lift Gharges
Concrete ### 77.45
Brk/stone masny ### 51.65
Below GL
Concrete ### 76.85
Brk/stone masny ### 51.65
Earth work
Ordinary soil 20b 26.75
Gravelly soil SS 20 A 38.80
Gravelly soil SS 20 b 36.40
SDR 54.20
MR & DMR 95.50
EW addl. Lead 10mts 4.60
EW addl. Lift 1mts 3.70
Refilling ( Sand ) 11.30
Refilling ( Earth ) 12.80
Spreading gravel /sqm 4.14
Stacking metal 3.15
Stacking gravel 3.05
Stacking sand 3.05
Laying of RCC pipes
600 to 900mm dia 45.35
300 to 600mm dia 28.75
up to 300 mm dia 17.75
Labour wrought put up Door/W
Frames/cum ###
Shutters/sqm 502.00
Hard rock blasting & Stack
Gr. Floor
Addl. Floor
1.5m-
4.5m4.5m- 9.00m
/m3
/m3
/m3
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Miscellaneous (Local Rates)
Rural sanitay pan 160.00
Indian water closet 750.00
Wash basin 550x400 mm 900.00
Paint lit 160.00
Wood primer paint 110.00
Red oxide paint 85.00
Cement paint 40.00
Plastic emulsion 190.00
Distember kg 65.00
White / Clr cement (kg) 18.00
AC Sheet sqm 120.00
Crude oil kg 15.00
Glass tiles 0.15x0.15 10.00
--do-- 0.30x0.20 24.00
Ceramic tiles 0.20x0.20 14.00
--do-- 0.305x0.305 35.00
--do-- 0.400x0.400 64.00
Hollow block 16"x4"x8" 10.00
Hollow block 16"x6"x8" 14.00
Hollow block 16"x8" ### 17.00
Water proofing compound 30.00
Steel Doors & Ventilators
Two leaf 'W' 0.90x1.20m ###
Steel Gate 1.20x1.80 ###
Single leaf 'D' 0.90x2.00m ###
Two leaf 'D' 1.10x2.00m 953.00
Two leaf 'W' 0.90x1.20m ###
Zinc door 0.75x1.80m 648.00
-
Ventilator 0.90x0.45m ###
TV Shutter 0.90x0.75 ###
PD shop count 0.45x0.60 ###
8 9
1.80 2.25
0.00 0.00
7.90 9.90
6.85 8.35
6.05 7.55
5.05 6.30
4.55 5.70
27.50 27.50
27.50 27.50
20.95 26.15
Transport and Delivery of 80/100 grade Bitumen and Emulsion from IOC, BPC, & HCL to Erode Dt. 20 Block Head Quarters
HCL to Erode dt 20 blocks 3.00
CBE / BPC to 20 blocks 4.10
KM 20-40 KM 40-80 KM above 80
amt KM rate amt KM
0.00 0 2.80 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
53.50 0 4.50 0.00 0
0.00 0 4.50 0.00 0
0.00 0 2.80 0.00 0
0.00 0 3.80 0.00 0
M.Tiles(1000), pressed tiles(2000)
Brick I & II class,
Chamber bricks
-
0.00 0 3.10 0.00 0
0.00 0 3.10 0.00 0
0.00 0 3.10 0.00 0
0.00 0 5.05 0.00 0
0.00 0 3.10 0.00 0
0.00 0 3.10 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
0.00 0 4.50 0.00 0
Conveyance of Material by road in HILLY areas for the year 2009 - 10
8 9
1.80 2.25
0.00 0.00
15.80 19.80
13.70 16.70
12.10 15.10
10.10 12.60
9.10 11.40
M.Tiles(1000), pressed tiles(2000)
Brick I & II class,
Chamber bricks
-
10 0
Gravel
-
2011-12
`
-
/Sqm
/Sqm
/Sqm
/Sqm
/Sqm
/Sqm
-
/Sqm
/Sqm
/Sqm
2011-12
/ Km / Mt
/ Km / Mt
KM above 80
rate amt TOTAL L &UL
2.55 0.00 13.20 0.00
4.05 0.00 28.20 0.00
4.05 0.00 28.20 0.00
4.05 0.00 28.20 0.00
4.05 0.00 28.20 0.00
4.05 0.00 28.20 0.00
4.05 0.00 28.20 0.00
4.05 0.00 184.50 0.00
4.05 0.00 7.05 0.00
2.55 0.00 13.20 0.00
3.40 0.00 5.95 0.00
-
2.80 0.00 4.85 0.00
2.80 0.00 4.85 0.00
2.80 0.00 4.85 0.00
4.55 0.00 7.90 0.00
2.80 0.00 4.85 0.00
2.80 0.00 4.85 0.00
4.05 0.00 7.05 0.00
4.05 0.00 28.20 0.00
4.05 0.00 28.20 0.00
4.05 0.00 28.20 0.00
4.05 0.00 28.20 0.00
4.05 0.00 28.20 0.00
2011-12
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SCHEME & YEAR : MLACD 2012-13
ESTIMATE AMOUNT : Rs 3.,00,000
ADMINISTRATIVE SANCTION NO. :
The following provisions are made in this estimate.
Assistant Engineer(RD) Panchayat UnionUthamapalayam
SPECIFICATION REPORT TO ACCOMPANY FOR THE WORK OF Providing Culvert in the way to A D Burial Ground near Sathan kulam @ U. Ammapatty.
It is proposed to Provide Culvert in the way to A D Burial Ground near Sathan kulam @ U. Ammapatty under the scheme of MLACD 2012-13
Earthwork excavation and depositing on bank with initial lead and lift of soil such as hard red earth, stiff clay, black cotton soil as SS 20B etc..,
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials and labour charges etc..,
Cement concrete 1:3:6 mix (One Cement, three sand and six Aggregate) using 40mm ISS metal including cost and conveyance of all materials and labour charges etc..,
Centering charges for sides and soffits of concrete works including cost and conveyance of all materials and labour charges etc..,
Reinforced Cement Concrete 1:1.5:3 mix (One cement, one and half sand and three aggregate) using 20mm ISS metal including cost and conveyance of all materials and labour charges etc..,
Supplying and Fabrication of steel including cost and conveyance of all materials and labour charges etc..,
This estimate is prepared based on the current schedule of rates for the year 2012-13. The work on sanction will be carried out as per standard specifications and time to time instructions given by Higher authorities.
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TENDER SCHEDULE
NAME WORK:-Providing Culvert in the way to A D Burial Ground near Sathan kulam @ U.Ammapatty.
Estimate Amount: Rs.3,00,000/- Tender Date:
QTY Description of work UnitRate
Figures Words
1 Cum
2 Cum
3 Cum
4 Cum
5
a sqm
Sl.No.
Earthwork excavation and depositing on bank with initial lead and lift of soil such as hard red earth, stiff clay, black cotton soil as SS 20B etc..,
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials and labour charges etc..,
Cement concrete 1:3:6 mix (One Cement, three sand and six Aggregate) using 40mm ISS Metal including cost and conveyance of all materials and labour charges etc..,
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials and labour charges etc..,
Centering charges for sides and soffits of concrete works including cost and conveyance of all materials and labour charges etc..,
Centering charges for sides and soffits of footings below sill level
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b sqm
6 Cum
7 MT
8 Cum
Signature of Contractor: No. of corrections: No. of overwrittings:
Centering charges for sides and soffits above sill level
Reinforced Cement Concrete 1:1.5:3 mix (One cement, one and half sand and three aggregate) using 20mm ISS metal including cost and conveyance of all materials and labour charges etc..,
Supplying and Fabrication of steel including cost and conveyance of all materials and labour charges etc..,
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
ASSISTANT ENGINEER, (RD)PANCHAYAT UNION, UTHAMAPALAYAM
-
ASSISTANT ENGINEER, (RD)PANCHAYAT UNION, UTHAMAPALAYAM
-
I Bill
E W 14.67 60 880.2CC 1 5 10 2.06 1650 3399 129.6 266.976RR 14.91 1650 24602 97.92 1459.987Erth 6.49 10 64.9 0B W 0.45 2000 900 72 32.4Steel 125.084 60 7505 0R C C 0.89 3000 2670 323.1 287.559Sand 1.85 100 185
40206 2046.922 40.93844
II Bill
CC 1 5 10 1.85 1650 3052.5 129.6 239.76B W 9.27 2000 18540 72 667.44Steel 159.626 60 9578 0R C C 2.1 3000 6300 323.1 678.51Cent 16.49 170 2803.3 1585.71 31.7142
40273 80479
III Bill
B W 4.37 2000 8740 72 314.64Steel 172.61 60 10357 0R C C 2.59 3000 7770 323.1 836.829Cent 22.55 170 3833.5 1151.469 23.02938
30700 111179
IV Bill
B W 1.41 0 72 101.52Pl 1 5 150.55 0 4.03 606.7165Pl 1 3 32.94 0 4.8 158.112
-
Grano 22.45 0 111179 8.1 181.845Pressed 21.28 7.68 163.4304
00
1211.624 24.23248
-
30000-6739.65
30000 -5500-450
17310.35
30000-5500
-8140.92616359.074
400008803.11
-5500Door -3150W -11300
28853.11
50000-5500
107022.5
-
44500
-
ESTIMATE
Name of Scheme: CMSPGHS 2012-13
Name of Work:
Construction of Green House at
Estimate Amount: Rs:- 1,50,000/-
CUMBUM PANCHAYAT UNION
-
PAGE50
NAME OF WORK: Construction of
Estimate Amount : Rs:COST OF MATERIALS AT SITE
Sl.No name of materials lead in KM cost conveyance
1 Cement 3 4400.00 13.20 0.002 sand for mortar 30 110.00 184.50 0.003 sand for filling 1 110.00 7.05 0.004 Rough stone 4 302.00 28.20 0.005 Bond stone 4 414.00 28.20 0.006 40mm iss metal 4 675.00 28.20 0.007 20mm iss metal 4 940.00 28.20 0.008 10-12mm metal 4 756.00 28.20 0.009 Binding wire 3 48200.00 13.20 0.00
10 steel 3 50975.00 13.20 0.0011 1 3625.00 5.95 0.0012 1 2855.00 5.95 0.0013 brick jelly 20 mm 1 500.00 4.85 0.0014 shell lime 1 1075.00 4.85 0.0015 Lime stone 1 790.00 4.85 0.0016 pressed tiles 23x23x2 c 1 11220.00 7.90 0.0017 Country wood scantlings 7 23800.00 4.85 0.0018 --do-- scantlings 1 26180.00 4.85 0.0019 6-10mm metal 4 538.00 28.20 0.0020 25 mm metal 4 665.00 28.20 0.0021 12 mm metal 4 608.00 28.20 0.0022 6 mm metal 423 Rough stone for revetme 4 262.00 28.20 0.0024 Cutstone roughly dresse 4 2970.00 28.20 0.0025 Gravel 1 111.00 7.05 0.00
SUB DATA
CEMENT MORTAR 1:20.720 MT Cost of cement 4413.20 /MT
1.00 cum Cost of sand 294.50 /cum
CEMENT MORTAR 1:30.480 MT Cost of cement 4413.20 /MT
1.00 cum Cost of sand 294.50 /cum
1.00 cum Mixing charges 37.70 /cum
CEMENT MORTAR 1:40.360 MT Cost of cement 4413.20 /MT
1.00 cum Cost of sand 294.50 /cum
loadingunloadin
g
country bricks ( 23/4")country bricks ( 21/4")
-
PAGE51
1.00 cum Mixing charges 37.70 /cum
CEMENT MORTAR 1:50.288 MT Cost of cement 4413.20 /MT
1.00 cum Cost of sand 294.50 /cum
1.00 cum Mixing charges 37.70 /cum
DATA
Earth work excavation and depositing on bank with in initial lead of 10 mand initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Rate / cum 36.40Add 100% extra for narrow foundati 36.40
72.80 /cum Rest/- to
conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
9.00 cum Cost of 40mm ISS metal 703.20 /cum4.50 cum Cost of cement mortar 1:5 1565.50 /cum1.80 nos Mason II class 261.00 /each
17.70 nos Mazdoor I class 183.00 /each14.10 nos Mazdoor II class 165.00 /each
RATE @ RS 1940.90 /cum Rest/- to
pointing including cost and conveyance pf all materials to site and alllabour charges etc complete for 10 cum
10.00 cum Rough stone 330.20 /cum1.00 cum Bond stone 442.20 /cum3.40 cum Cement mortar 1:5 1603.20 /cum7.10 nos Mason I class 291.00 /each
10.60 nos Mason II class 261.00 /each14.10 nos Mazdoor I class 183.00 /each14.10 nos Mazdoor II class 165.00 /each
RATE @RS 1893.50 /cum Rest/- to
and conveyance of all materials to site and all labour charges etc complete -10 cum
4590 nos Country bricks 3630.95 /1000nos2.50 cum Cement mortar 1:5 1603.20 /cum3.50 nos Mason I class 291.00 /each
10.60 nos Mason II class 261.00 /each7.10 nos Mazdoor I class 183.00 /each
Cement concrete 1:5:10 mix using 40mm ISS metal including cost and
Random rubble masonry in cement mortar 1:5 mix with simultaneous
Brick work in cement mortar 1:5 mix using country bricks 83/4"x43/8"x23/4"
8 3/4" x 4 3/8" x 2 3/4"
-
PAGE52
21.20 nos Mazdoor II class 165.00 /each
RATE @RS 2925.70 /cum Rest/- to
conveyance to the siteand all labour charges for filling as per standard speecifications
1.00 cum sand for filling 117.05 /cum1.00 cum Labour charges for filling 11.30 /cum
RATE @RS 128.35 /cum Rest/- to
surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildsteel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre andsupported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmentalofficers including conveyance of all materials to site and proper centering etc complete.Sub Data ICost of MS sheets & angles for each setWeight of MS sheet B.G 10 Gauge size 90x60cm x 3.175 mm
Weight of MS angle size 25 x 25 x 3 mm3.6 x 1.1 Kg/m = 4.00 Kg
13.46 kgs Cost of MS sheet 48.00 /kg4 kgs Cost of MS angle 48.00 /kg
L.S Cutting,bending,welding,etc
Sub Data 2Cost of MS sheets and angles and CW joists and casurina props - 10 Sqm
19 Nos Cost of MS sheet and angle 859.71 /eachCost of strutting
0.12 cum silver oak 11880.00 /cum98.5 Rm Casurina props 10 to 13cm dia 19.20 /Rm
Rate per one operation for MS sheet & angle 16334.49 /40Rate per one operation for strutting 3316.80 /5
Main data for one use for 10 Sqm
MS sheet rate per one operation 408.36 /eachprops rate per one operation 663.36 /each
3.80 nos Carpenter I class 284.00 /each5.40 nos Mazdoor I class 183.00 /each
Collection and supply of sand and filling in to the basement including cost and
Supplying and erecting centering shuttering including necessary supports for plane
3.175 x 7850/1000 = 24.924 kg/m2
24.924 Kg/m2 x 0.54 m2 = 13.46 Kg.
-
PAGE53
1 nos Fitter II class 200.00 /eachL.S wedgesL.S periodical cleaning and painting etc
Rate for roof slab, lintel, beam 335.04 /SqmRest/- to
steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works
1.00 MT Cost of steel 50988.20 /mt
0.01 mt Cost of binding wire 48213.20 /mt
35.00 nos Fitter I class 253.00 /each
RATE @RS 60325.33 /MT Rest/- to
including cost and conveyance of all materials to site and alllabour charges for mixing, laying, and curing etc complete for 10 cum
9.00 cum 20mm ISSmetal 968.20 /cum4.50 cum sand 294.50 /cum
3231.00 KG Cement 4413.20 /MT3.50 nos Mason II class 261.00 /each
21.20 nos Mazdoor I class 183.00 /each35.30 nos Mazdoor II class 165.00 /each
RATE @RS 3491.57 /cum Rest/- to
cost and conveyance of all materials to site and all labourcharges etc complete for 10 Sqm
0.10 cum Cement mortar 1:3 2450.54 /cum1.10 nos Mason I class 291.00 /each1.10 nos Mazdoor I class 183.00 /each1.10 nos Mazdoor II class 165.00 /each
RATE @RS 94.80 /Sqm
cost and conveyance of all materials to site and all labour charges etc
0.14 cum Cement mortar 1:5 1603.20 /cum1.10 nos Mason I class 291.00 /each0.50 nos Mazdoor I class 183.00 /each1.10 nos Mazdoor II class 165.00 /each
Supplying and fabrication of steel including cost and conveyance of
Reinforced cement concrete 1:2:4 mix using 20mm ISS metal
Plastering with cement mortar 1:3 mix to 10 mm thick including
Plastering with cement mortar 1:5 mix to 12mm thick including
-
PAGE54
RATE @RS 81.76 /Sqm
ISS metal to 25mm thick including cost and conveyance of all materials to siteand all labour charges for mixing, laying, curing etc complete for 10 cum
9.00 cum 10-12mm ISS metal 784.20 /cum4.50 cum Cement mortar 1:2 3472.00 /cum1.80 nos Mason II class 261.00 /each
17.70 nos Mazdoor I class 183.00 /each14.10 nos Mazdoor II class 165.00 /each
RATE @RS 2871.72 /cum
25mm Tk 2871.72 x 0.025 = 71.79 /Sqm
materials to site and all labour charges etc complete
0.24 nos 6 to 10mm chips 566.20 /cum0.117 mt Cost of cement 4413.20 /mt
0.50 nos Mason I class 291.00 /each1.10 nos Mazdoor I class 183.00 /each4.30 nos Mazdoor II class 165.00 /each
RATE @RS 170.85 /Sqm
10.00 Sqm Plastering with CM 1:5 20mmthick #REF! Sqm0.80 kg Red Oxide 20.00 kg1.10 Nos Mason I class 291.00 cum
sundries
RATE @RS #REF! /Sqm
1.70 cum Gravel 118.05 cum1.10 No Mazdoor I Class 183.00 E0.50 No Mazdoor II class 165.00 E
sundries
RATE @RS 48.45 /Sqm
-10Sqm450 Nos Glazed tiles 10.00 /each
Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm
Ellispattern Ist sort -20mm thick including cost and conveyance of all
Flooring with red cement plaster polished surface and thread lined -10 Sqm
Flooring with gravel 100mm thick -10Sqm
Dadooing of walls with glazed tiles of size 15 cm x15cmx6mm laid in CM 1:2, 10mm thick & pointing with white cement using 0.4kg/cm2
-
PAGE55
0.10 cum cement mortar 1:2 mix 3472.00 /cum4.00 kg White cement 18.00 /kg1.10 nos Mason I class 291.00 /each4.10 nos Mason II class 261.00 /each2.70 nos Mazdoor I class 183.00 /each3.30 nos Mazdoor II class 165.00 /each
RATE @RS 734.80 /Sqm
including cost and conveyance of all materials to site and all labour charges etccomplete.
167 Nos Glazed tiles 24.00 /each0.10 cum cement mortar 1:2 mix 3472.00 /cum4.00 kg Colour cement 18.00 /kg1.10 nos Mason I class 291.00 /each4.10 nos Mason II class 261.00 /each2.70 nos Mazdoor I class 183.00 /each3.30 nos Mazdoor II class 165.00 /each
RATE @RS 685.60 /Sqm
and conveyance of all materials to site and all labour charges etc complete
250 Nos Ceromic tiles 14.00 /each0.21 cum cement mortar 1:3 mix 2450.54 /cum1.10 nos Mason I class 291.00 /each1.10 nos Mason II class 261.00 /each2.20 nos Mazdoor I class 183.00 /each2.20 nos Mazdoor II class 165.00 /each
RATE @RS 538.74 /Sqm
cost and conveyance of all materials to site and all labour charges etc complete
112 Nos Design colour Ceromic tile305x305x6 35.00 /each0.21 cum Cement mortar 1:3 mix 2450.54 /cum1.20 nos Mason I class 291.00 /each1.00 no Mason II class 261.00 /each1.00 no Mazdoor I class 183.00 /each1.00 no Mazdoor II class 165.00 /each0.50 no Stone cutter I class 224.00 /each0.50 Kg Cotton waste 10.00 /Kg
3.0 Kg Colour cement 18.00 /KgSundries LS
Dadooing of walls with colour glazed tiles of size 300x200x6 mm of best quality
Floor finishing with ceromic tiles of size 20cmx20cm including cost
Paving the Floor with scratch proof ceromic tiles of size 305x305x6mm including
-
PAGE56
RATE @RS 556.38 /Sqm
cost and conveyance of all materials to site and all labour charges etc complete
63 Nos Design colour Ceromic tile400x400x7 64.00 /each0.21 cum Cement mortar 1:3 mix 2450.54 /cum1.20 nos Mason I class 291.00 /each1.00 no Mason II class 261.00 /each1.00 no Mazdoor I class 183.00 /each1.00 no Mazdoor II class 165.00 /each0.50 no Stone cutter I class 224.00 /each0.50 Kg Cotton waste 10.00 /Kg
3.0 Kg Colour cement 18.00 /KgSundries LS
RATE @RS 567.58 /Sqm
laidover in CM 1 : 2 20mm thick - 10 Sqm
10 Sqm Granite slab 20 mm thick 1800.00 /each0.21 cum Cement mortar 1:2 mix 3472.00 /cum1.10 nos Mason I class 291.00 /each2.00 no Mason II class 261.00 /each2.20 no Mazdoor I class 183.00 /each1.10 no Mazdoor II class 165.00 /each
Pointing with Colour cement4.0 Kg Colour cement 18.00 /Kg
1.60 no Mason II class 261.00 /each0.50 no Mazdoor I class 183.00 /each1.10 no Mazdoor II class 165.00 /each
Sundries LS
RATE @RS 2091.79 /Sqm
0.01 cum Cement mortar 1:3 2450.54 /cum1.60 nos Mason II class 261.00 /each0.50 nos Mazdoor I class 183.00 /each1.10 nos Mazdoor II class 165.00 /each
RATE @RS 71.51 /Sqm
thick and pointed with cement mortar 1:3 -10 Sqm10.50 Sqm Cuddapah slabs (50mm thick) 311.00 Sqm
0.12 cum cement mortar1:3 2450.54 cum1.00 cum Cement Concrete 1:6:12 #REF! cum
Paving the Floor with scratch proof ceromic tiles of size 400x400x7mm including
Supplying & fixing of Granite slab of 20mm thick with nosing, cutting and bedding
Pointing with cement mortor 1:3 cuddapah slab & paving stone to full depth - 10 Sqm
Flooring with cuddapah slabs 50mm thick over a bed of concrete 100mm
-
PAGE57
10.00 Sqm Pointing with CM 1:3 71.51 cum1.10 No Mason I class 291.00 cum2.10 No Mason IIclass 261.00 /each2.20 No Mazdoor I Class 183.00 /each1.10 No Mazdoor II class 165.00 /each
sundries
RATE @RS #REF! /Sqm
all materials to site and all labour charges etc comoplete for 100 Sqm
0.07 cum cost of shell lime 1079.85 /cum1.60 nos Mason II class 261.00 /each0.50 nos Mazdoor I class 183.00 /each2.70 nos Mazdoor II class 165.00 /each
RATE @RS 10.30 /Sqm
and conveyance of all materials to site and all labour charges etc complete
1 Sqm rate for white washing ADD 50% extra for colour pigments
RATE @Rs 15.45 /Sqm
and conveyance of all materials to site and all labour charges etc complete
1.34 Kg Distember 65.00 /Kg0.50 No Painter I Class 196.00 /each0.50 No Mazdoor I Class 183.00 /each0.80 No Mazdoor II Class 165.00 /each
Ls Sundriries for brushes LS
RATE @RS 40.86 /Sqm
Priming coat for new iron with ready mixed primer of approved quality 10Sqm1.33 kg Red Oxide 85.00 kg0.70 No Painter-I class 196.00 /each
sundries including brushes, soaps.putty etc
RATE @RS 25.10 /Sqm
Priming coat on new wood work with ready mixed primer of approved quality-10 Sqm
1.44 kg Ready mixed primer 110.00 kg0.70 No Painter-I class 196.00 /each
sundries including brushes, soaps.putty etc
White washing two coats using shell lime including cost and conveyance of
Colour washing two coats using approved colour pigments including cost
Distembering two coats with best approved distember including cost
-
PAGE58
RATE @Rs 29.60 /Sqm
including cost and conveyance of paint and all labour charges etc complete
2.22 Lit Cost of paint 160.00 /lit1.10 nos Painter I class 196.00 /each
sundries including brushes, soaps.putty etc
RATE @Rs 57.10 /Sqm16
weight of cement including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm
0.04 cum Cement mortar 1:3 2450.54 /cum2.20 nos Mason II class 261.00 /each0.50 nos Mazdoor I class 183.00 /each1.10 nos Mazdoor II class 165.00 /each
RATE @RS 94.60 /cum17
with slacked lime in the ratio of 32:12.5 including cost and conveyance of all materials to site and all labour charges for mixing , laying ,and finishing etc complete for 10 cum
12.80 cum Brick jelly 20mm 504.85 /cum5.00 cum slacked lime 794.85 /cum1.80 nos Mason I Class 291.00 /each
17.70 nos Mazdoor I class 183.00 /each14.10 nos Mazdoor II class 165.00 /each
RATE @RS 1652.60 /cum18
mortar 1:3 mix and pointed with the same oiled mortar including cost andconveyance of all materials to site and all labour charges etc complete for 10 Sqm(S.Items no. 279)
0.189 x1000nospressed tiles 11227.90 /1000 nos0.12 cum cement mortar 1:3 mix 2450.54 /cum
10.00 Sqm pointing with cement mortar 1:3 94.60 /Sqm1.10 nos Mason I class 291.00 /each2.10 nos Mason II class 261.00 /each2.20 nos Mazdoor I class 183.00 /each1.10 nos Mazdoor II class 165.00 /each
RATE @RS 481.50 /Sqm Rest/- to
ASST / UNION ENGINEER (R.D)PANCHAYAT UNIONUTHAMAPALAYAM
Painting two coats over new iron works using ready mixed enamel paint
Pointing with cement mortar 1:3 to full depth of tiles using crudeoil 10% by
Weathering course with Brick jelly lime concrete using 20mm brick jelly
Finished with one course of pressed tiles of size 23x23x2cm with cement
-
PAGE59
Construction of
total
4413.20294.50117.05330.20442.20703.20968.20784.20
48213.2050988.203630.952860.95
504.851079.85
794.8511227.9023804.8526184.85
566.20693.20636.20
290.202998.20
118.05
3177.50294.50
3472.00
2118.34294.50
2412.8437.70
2450.54
1588.75294.50
1883.25
-
PAGE60
37.701920.95
1271.00294.50
1565.5037.70
1603.20
Earth work excavation and depositing on bank with in initial lead of 10 mand initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
60.00
6328.807044.75
469.803239.102326.50
0.0519409.00
1650.00
pointing including cost and conveyance pf all materials to site and all
3302.00442.20
5450.882066.102766.602580.302326.50
0.4218935.00
1650.00
and conveyance of all materials to site and all labour charges etc complete -10 cum
16666.064008.001018.502766.601299.30
mix using 40mm ISS metal including cost and
in cement mortar 1:5 mix with simultaneous
in cement mortar 1:5 mix using country bricks 83/4"x43/8"x23/4"
-
PAGE61
3498.0029257.00
2000.00
117.0511.30
128.35100.00
surface in foundation and basement and in all floors for R C C column footing
using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildsteel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre andsupported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmentalofficers including conveyance of all materials to site and proper centering etc complete.
646.08192.00
21.63
859.71
16334.49
1425.601891.203316.80
408.36663.36
408.36663.36
1079.20988.20
in to the basement including cost and
shuttering including necessary supports for plane
-
PAGE62
200.0010.00
1.283350.40
170.00
steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works
50988.20
482.13
8855.00
60325.3360000.00
labour charges for mixing, laying, and curing etc complete for 10 cum8713.801325.25
14259.05913.50
3879.605824.50
34915.703000.00
245.05320.10201.30181.50
947.95
cost and conveyance of all materials to site and all labour charges etc
224.45320.10
91.50181.50
817.55
including cost and conveyance of
-
PAGE63
ISS metal to 25mm thick including cost and conveyance of all materials to siteand all labour charges for mixing, laying, curing etc complete for 10 cum
7057.8015624.00
469.803239.102326.50
28717.20
135.89516.34145.50201.30709.50
1708.53
#REF!16.00
320.10
#REF!
200.69201.30
82.50
484.49
4500.00
cement concrete 1:2:4 mix using 10-12mm
thick including cost and conveyance of all
polished surface and thread lined -10 Sqm
cmx6mm laid in
-
PAGE64
347.2072.00
320.101070.10
494.10544.50
7348.00
including cost and conveyance of all materials to site and all labour charges etc
4008.00347.20
72.00320.10
1070.10494.10544.50
6856.00
and conveyance of all materials to site and all labour charges etc complete
3500.00514.61320.10287.10402.60363.00
5387.41
cost and conveyance of all materials to site and all labour charges etc complete
3920.00514.61349.20261.00183.00165.00112.00
5.0054.00
300x200x6 mm of best quality
including cost
of size 305x305x6mm including
-
PAGE65
5563.81
cost and conveyance of all materials to site and all labour charges etc complete
4032.00514.61349.20261.00183.00165.00112.00
5.0054.00
5675.81
18000.00729.12320.10522.00402.60181.50
72.00417.60
91.50181.50
20917.92
24.51417.60
91.50181.50
715.11
3265.50294.06#REF!
of size 400x400x7mm including
with nosing, cutting and bedding
cuddapah slab & paving stone to full depth - 10 Sqm
over a bed of concrete 100mm
-
PAGE66
715.11320.10548.10402.60181.50
#REF!
all materials to site and all labour charges etc comoplete for 100 Sqm
75.59417.60
91.50445.50
1030.19
and conveyance of all materials to site and all labour charges etc complete
10.305.15
15.45
and conveyance of all materials to site and all labour charges etc complete
87.1098.0091.50
132.00
408.60
Priming coat for new iron with ready mixed primer of approved quality 10Sqm113.05137.20
0.75251.00
Priming coat on new wood work with ready mixed primer of approved quality-10 Sqm
158.40137.20
0.40296.00
two coats using shell lime including cost and conveyance of
two coats using approved colour pigments including cost
two coats with best approved distember including cost
-
PAGE67
including cost and conveyance of paint and all labour charges etc complete
355.20215.60
0.20571.00
weight of cement including cost and conveyance of all materials to site
98.02574.20
91.50181.50
0.78946.00
with slacked lime in the ratio of 32:12.5 including cost and conveyance of all materials to site and all labour charges for mixing , laying ,and finishing etc
6462.083974.25
523.803239.102326.50
0.2716526.00
mortar 1:3 mix and pointed with the same oiled mortar including cost andconveyance of all materials to site and all labour charges etc complete for 10 Sqm
2122.07294.06946.00320.10548.10402.60181.50
4815.00480.00
using ready mixed enamel paint
using crudeoil 10% by
using 20mm brick jelly
pressed tiles of size 23x23x2cm with cement
-
DETAILED ESTIMATE
Construction of Green House at
District: Theni Estimate : Rs. 1.50 LakhsDescribtion of work No L B D Contents
Mainwall alround 1 x 1 20.380 0.800 0.750 12.23Cross walls in betweena)Living,Sit out and Kitchen,bed 1 x 1 3.180 0.800 0.750 1.91b)For Open sit out two sides 1 x 1 2.940 0.600 0.300 0.53
14.67 Cum
1 x 1 3.530 2.220 0.350 2.74 Bed Room& Kitchen 1 x 1 4.400 2.220 0.350 3.42 Sit out 1 x 1 0.420 2.220 0.350 0.33
6.49 Cum
1 x 1 3.530 2.220 0.100 0.78 Bed Room& Kitchen 1 x 1 4.400 2.220 0.100 0.98 Sit out 1 x 1 0.420 2.220 0.100 0.09
1.85 Cum
Mainwall alround 1 x 1 20.380 0.800 0.100 1.63Cross wall 1 x 1 3.180 0.800 0.100 0.25Sit out wall 1 x 1 2.940 0.600 0.100 0.18
1 x 1 3.530 2.220 0.100 0.78 Bed Room& Kitchen 1 x 1 4.400 2.220 0.100 0.98 Sit out 1 x 1 0.420 2.220 0.100 0.09
3.91 Cum
Main Wall Alround I footing
1. Earth work excavation for foundation in all class of soils except hard rock requiring blasting but shoring shuttering and baling out water wherever necessary and refilling the sides of the foundation with excavated earth in layers of not more than 15 cm thick well rammed and consolidated and depositing the surpous earth in all palces shown by the departmental officers with initial lead and lift etc including levelling the site etc., complete with standard specification in hard stiff cllay, stiff black cotton soil, hard fred earth, shale murums, gravel stoney earth, and earth mixed with 50% fair sized boulders, and hard gravelly soil in foundation.
2. Filling the Basement with excavated earth other than sand etc., complete complying to standard specification.Basement Living
3. Supplying and filling in foundation and basement with filling sand in layers of not more 15cm thick well rammed watered and compacted etc., complete complying to standard specification.
Basement Living
4. Cement concrete 1:5:10 (one cement, five sand, and Ten hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges for mixing concrete watering and laying the concrete in layers not more than 15 cms thick compacting etc complete complying with standard specification etc complete.
Flooring
Living
5. Random rubble in cement Mortar 1:5 (One cement and five sand) using including mixing mortar and all other labour charges etc complete upto basement
-
I footing 1 x 1 20.380 0.600 0.450 5.50
Basement 1 x 1 20.380 0.450 0.700 6.42
Cross wall
I footing 1 x 1 3.380 0.600 0.450 0.91
Basement 1 x 1 3.530 0.450 0.700 1.11
b)For Sit out
Basement 1 x 1 3.090 0.450 0.700 0.97
14.91 Cum
Brick Lining for Plinth Beam
Main Wall alround 1 x 2 20.380 0.075 0.110 0.34
Cross wall 1 x 2 3.530 0.075 0.110 0.06
b)For Sit out two sides 1 x 2 3.090 0.075 0.110 0.05
Super structure
Main Wall alround 1 x 1 20.380 0.230 2.850 13.36
Cross wall 1 x 1 3.750 0.230 2.850 2.46
Partition Wall
1 x 1 2.440 0.115 3.000 0.84
Parapet wall allround 1 x 1 20.380 0.230 0.300 1.41
Deductions:
Doors -1 x 3 0.900 0.230 2.100 -1.30
Open -1 x 1 0.900 0.230 2.100 -0.43
Windows -1 x 5 0.900 0.230 1.200 -1.24
15.55 Cum
Lintel beam
Mainwall alround 1 x 2 20.380 0.150 6.11
Cross wall 1 x 2 3.750 0.150 1.13
Lintel BottomOver D,W & O 9 x 1 0.900 0.23 1.86
Sitout slab bottom 1 x 1 2.670 0.87 2.32
Sitout slab sides 1 x 1 3.540 0.075 0.27
6. Brick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement
Cross wall in between Kitchen and Bed room
7. Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155)
-
Sunshade bottom & Edges 5 x 1 1.360 0.65 4.42
Sunshade end sides 5 x 2 0.600 0.0625 0.38
c)Roof slab1 x 1 3.750 2.440 9.15
Bed Room & Kitchen 1 x 1 4.620 2.440 11.27
Main wall allround sides 1 x 1 21.300 0.100 2.13
39.04 Sqm
a)Plinth Beam
Main Wall alround 1 x 1 20.380 0.300 0.110 0.67
Cross wall 1 x 1 3.530 0.300 0.110 0.12
b)For Sit out two sides 1 x 1 3.090 0.300 0.110 0.10
c)Lintel beam
Main Wall alround 1 x 2 20.380 0.230 0.150 1.41
Cross wall 1 x 2 3.750 0.230 0.150 0.26
Sitout slab bottom 1 x 1 2.670 0.87 0.075 0.17
Sunshade bottom & Edges 5 x 1 1.360 0.6 0.0625 0.26
c)Roof slab
Over Living 1 x 1 4.210 2.67 0.100 1.12
Over Kitchen & Bed 1 x 1 5.080 2.9 0.100 1.47
5.58 Cum
QuantityPlinth beam : 8 mm 10 mmLength wall 2 x 4 5.00 m 0.62 kg/m 24.80Length wall 1 x 4 4.15 m 0.62 kg/m 10.29Front & Rear wall 10mmRTS 2 x 4 5.50 m 0.62 kg/m 27.28
1 x 4 2.85 m 0.62 kg/m 7.07
1 x 4 1.05 m 0.62 kg/m 2.60Stirrups 8mm RTS 1 x 170 0.80 m 0.39 kg/m 53.04Lintel beam : Length wall 2 x 4 5.00 m 0.62 kg/m 24.80
Inner Living
8.Reinforced Cement Concrete 1:2:4 (one cement one and half sand and three machine broken stone) using 20 mm ISS gauge machine broken HBG metal for RCC works excluding cost and (abrication otreinforcement and centerning shuttering charges but including curing and providing fixtures like fan clampsin the RCC floor or Roof wherever necessary and bearing surfaces of walls sides and bottom of slab, beam etc., shall be finished smooth with cement mortar 1:3 (one cement and three sand) 12mm thick and with kraft paper without claming extra etc as directed by the departmental Officers complete complying with standard specification.
9. Supplying, fabricating and placing in position inild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate.
Sit out front wall main rod10mmRTSSit out side wall main rod10mmRTS
-
Length wall 1 x 4 4.15 m 0.62 kg/m 10.29Rear wall 10mmRTS 2 x 4 5.50 m 0.62 kg/m 27.28Stirrups 8mm RTS 1 x 155 0.70 m 0.39 kg/m 42.32
Sit out Main rod10mmRTS 1 x 20 1.05 m 0.62 kg/m 13.02
Sit out dist 8 mmRTS 1 x 6 2.85 m 0.39 kg/m 6.67
5 x 9 0.90 m 0.62 kg/m 25.11
5 x 4 1.30 m 0.39 kg/m 10.14Roof Slab : Main rod 10mm RTS 2 x 9 5.70 m 0.62 kg/m 63.61
Main rod 10mm RTS 2 x 3 2.90 m 0.62 kg/m 10.79
Distributor 8mm RTS 1 x 20 5.03 m 0.39 kg/m 39.23
Distributor 8mm RTS 1 x 20 4.16 m 0.39 kg/m 32.45
Top rod 10mm RTS 1 x 8 1.43 m 0.62 kg/m 7.09
Top rod 10mm RTS 2 x 8 0.60 m 0.62 kg/m 5.95
Top rod 10mm RTS 2 x 3 0.60 m 0.62 kg/m 2.23
177.18 268.89Wastages 2.82 1.11
180.00 270.00 450.00 Kg10. Fabrication and Supply of MILD STEEL DOOR 0.9x2.10m
Steel door 1 x 3 3.00 Nos11. Fabrication and Supply of MILD STEEL WINDOW 0.9x1.20m
Steel door 1 x 5 5.00 Nos
OuterMain walls allround 1 x 1 21.3 3.40 72.42Parapet Inner alround 1 x 1 19.46 0.30 5.84Parapet Top allround 1 x 1 20.84 0.23 4.79InsideLiving allround 1 x 1 12.38 3.00 37.14Bedroom allround 1 x 1 10.34 3.00 31.02Kitchen room allround 1 x 1 8.42 3.00 25.26DeductionsMain Door and Rear Door -4 x 2 0.90 2.10 -15.12Window -2 x 5 0.90 1.20 -10.80
150.55 Sqm
CeilingLiving 1 x 1 3.75 2.44 9.15Bedroom 1 x 1 2.73 2.44 6.66
Above Windows main rod 10mmRTSabove D & W distributor 8mmRTS
12. Plastering with Cement Mortar 1:5 (one cement and five sand ) 12mm thick in all floors including mixing mortar, working in all heights curing watering with all leads and lifts for good water etc., complete complying with standard specification.
13. Plastering with Cement Mortar 1:3 (one cement and three sand ) 12mm thick in all floors including mixing mortar, working in all heights curing watering with all leads and lifts for good water etc., complete complying with standard specification.
-
Kitchen 1 x 1 2.44 1.77 4.32Sitout 1 x 2 2.67 0.87 4.65 W & D sunshade top & Bottom 2 x 5 1.36 0.6 8.16Total 32.94 Sqm
1 x 1 3.750 2.440 9.15 Bed Room 1 x 1 2.730 2.440 6.66 Kitchen 1 x 1 1.770 2.440 4.32 Sit out 1 x 1 2.670 0.870 2.32
22.45 Sqm
Over Living 1 x 1 3.750 5.11 0.080 1.53
Over Kitchen & Bed 1 x 1 0.870 2.44 0.080 0.171.70 Cum
Over Living 1 x 1 3.750 5.11 19.16
Over Kitchen & Bed 1 x 1 0.870 2.44 2.12
21.28 Sqm
Inner
Living allround 1 x 1 12.38 3.00 37.14
Bedroom allround 1 x 1 10.34 3.00 31.02
Kitchen room allround 1 x 1 8.42 3.00 25.26
Parapet Inner alround 1 x 1 19.46 0.30 5.84CeilingLiving 1 x 1 3.75 2.44 9.15Bedroom 1 x 1 2.73 2.44 6.66Kitchen 1 x 1 2.44 1.77 4.32Sitout 1 x 1 2.44 0.87 2.12Sunshade 5 x 2 1.36 0.60 8.16DeductionsDoor -1 x 2 0.90 2.10 -3.78Door & Open -2 x 2 0.90 2.10 -7.56Window -1 x 5 0.90 1.20 -5.40
112.93 Sqm
14. Granolithic floor finishing with CC1:2:4 mix using 10mm to 12mm IRC chips 25mm thick including cost and conveyance and all labour charges etc complete.Flooring Living
15. Weathering course with broken brick jelly for 20 mm size mixed with pure slacked lime (no sand to be used) in proposation of 32:12.5 cft to proper gradient,well beation with wooden beaters etc
16. Finished with one course of pressed tiles of size 20x20x2cm with cement mortar 1:3 mix and pointed with the same oiled mortar including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm (S.Items no. 279)
17. Whilte washing TWO coat using best freshly burnt white shell lime in all the floors, including cost of lime blue powder, fevicol type gums, brushes, scaffolding, scaffolding charges etc., complete with standard specification.
18. Colour washing TWO coat with freshly burnt shell lime in all floors using best quality and approved variety of colour pigments including cost of all materilas, brushes and scaffolding charges etc., complete complying with standar
-
Main walls allround 1 x 1 21.3 3.40 72.42Main Door & Door -1 x 2 0.9 2.10 -3.78Window -1 x 5 0.9 1.20 -5.40
63.24 Sqm
Doors 3 x 2 0.900 2.100 11.34Windows 5 x 2 0.900 1.200 10.80
22.14 Sqm
20.Name board L.S
21.Contingencies and P.S.Charges L.S
ASST / UNION ENGINEER (R.D)PANCHAYAT UNIONUTHAMAPALAYAM
19. Painting TWO coats of new iron works such as steel doors, windows, ventilators, window bars etc with best approved first quality of synthetic enamel pait of approved colour over the existing priming coats, etc complete complying with standard specification.
-
Specification Report to accompany the Estmate for the work ofEstimate Amount :1.50Lakhs
The following provisions are made in this estimate.
It is proposed to Construct CMSP Green House at .....Necessary Administrative approval has been given in
Earth work excavation for foundation in all class of soils except hard rock requiring blasting with initial lead and lift etc including levelling the site etc., complete with standard specification
Filling the Basement with excavated earth other than sand etc., complete complying to standard specification.Supplying and filling in foundation and basement with filling sand in layers of not more 15cm thick well rammed watered and compacted etc., complete complying to standard specification.Cement concrete 1:5:10 Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges f etc complete complying with standard specification etc complete.Random rubble in cement Mortar 1:5 (One cement and five sand) using including mixing mortar and all other labour charges etc complete upto basementBrick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs etc., complete complying with standard specification Cement Concrete 1:2:4 using 20 mm ISS gauge machine broken HBG metal for RCC works complete complying with standard specification.
-
Fabrication and Supply of MILD STEEL DOOR
ENGINEER (R.D)PANCHAYAT UNIONUTHAMAPALAYAM
Supplying, fabricating and placing in position inild steel or ribbed tor steel and all reinforced cement Concrete works Brick work in cement Mortor 1:3 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement
Painting TWO coats of new iron works such as steel doors, windows, ventilators, window bars etc with best approved first quality of synthetic enamel pait of approved colour over the existing priming coats, etc complete complying with standard specificatio Finishing the exposed surface of RCC items of work with Cement Mortar 1:3 (one cement and three sand) 10mm. Thick in all floors including racking the surface and all labour charges etc., complete complying with standard specification.Granolithic floor finishing with CC1:2:4 mix using 10mm to 12mm IRC chips 25mm thick etc., complete complying with standard specification. Whilte washing TWO coat using best freshly burnt white shell lime in all the floors, including cost of lime blue powder, fevicol type gums, brushes, scaffolding, scaffolding charges etc., complete with standard specification.Colour washing TWO coat with freshly burnt shell lime in all floors using best quality and approved variety of colour pigments including cost of all materilas, brushes and scaffolding charges etc., complete complying with standarPainting TWO coats of new iron works such as steel doors, windows, ventilators, window bars etc with best approved first quality of synthetic enamel pait of approved colour over the existing priming coats, etc complete complying with standard specification
The estimate is prepared based on current schedule of rates for the year 2012-2013. The work on sanction will be carried out as per the standard specifications.
-
Lakhs
-
0.75 3.52
0.75 0.65
0.00
0.75 0.21
14.14
4.37 0.45 9.27 1.41
-
15.376
-
10 115.96
-
ABSTRACT ESTIMATE
Name of work: Construction of Green House @
Estimate Amount:-Rs 150000.00
Sl no QTY DESCRIPTIONS OF ITEMS RATE UNITS AMOUNT
1 14.67 60.00 cum 880.00
2 6.49 10.00 cum 65.00
3 1.85 100.00 cum 185.00
4 3.91 1650.00 cum 6452.00
5 14.91 1650.00 cum 24602.00
6 15.55 2000.00 cum 31100.00
Earth work excavation for foundation in all
class of soils except hard rock requiring
blasting but shoring shuttering and baling
out water wherever necessary and refilling
the sides of the foundation with excavated
earth in layers of not more than 15 cm
thick well rammed and consolidated etc.,
complete
Filling the Basement with excavated earth
other than sand etc., complete complying
to standard specification.
Supplying and filling in foundation and basement with filling sand in layers of not more 15cm thick well rammed watered and compacted etc., complete complying to standard specification.
Cement concrete 1:5:10 (one cement, five
sand, and Ten hard broken stone) Using
40mm ISS size Hand Broken granite stone
Jelly for Foundation and Flooring including
labour charges for mixing concrete
watering and laying the concrete in layers
not more than 15 cms thick compacting
etc complete complying with standard
specification etc complete.
Random rubble in cement Mortar 1:5 (One
cement and five sand) using including
mixing mortar and all other labour charges
etc complete upto basement
Brick work in cement Mortor 1:5 (One
cement and live sand) using II class Bricks
for the following including mixing mortar
and all other labour charges etc complete
Above basement
-
7 39.04 170.00 Sqm 6637.00
8 5.58 3000.00 cum 16740.00
9 450.00 60000.00 Kg 27000.00
10 3 3150.00 Each 9450.00
11 5.00 2825.00 Each 14125.00
12 150.55 81.76 Sqm 12308.00
13 32.94 94.80 Sqm 3123.00
14 22.45 71.79 cum 1612.00
Supplying and erecting shuttering
including necessary support for plance
surface in Foundation Basement and Roof
sllabs struting upto 3.29 M height for
plane surfaces for floors for RCC column
footings columns plinth beam and
connecterd with foundations grade beams,
raft slabs stair case steps, bed blocks,
critical pier, etc beams roof slabs, using
mild steelsheets etc., complete complying
with standard specification and as directed
(SI - 155)
Reinforced Cement Concrete 1:2:4 (one
cement one and half sand and three
machine broken stone) using 20 mm ISS
gauge machine broken HBG metal for RCC
works excluding cost and (abrication
otreinforcement and centerning shuttering
charges but including curing and providing
fixtures like fan clampsin the RCC f Roof
wherever necessary etc as directed by
the departmental Officers complete
complying with standard specification.
Supplying, fabricating and placing in
position inild steel or ribbed tor steel and
all reinforced cement Concrete works as
per the design given including cost of steel
and binding wire in all floors etc complete
Fabrication and Supply of MILD STEEL DOOR 0.9x2.10m
Fabrication and Supply of MILD STEEL
WINDOW 0.9x1.20m
Plastering with Cement Mortar 1:5 (one cement and five sand ) 12mm thick in all floors including mixing mortar, working in all heights curing watering with all leads and lifts for good water etc., complete complying with standard specification.
Plastering with Cement Mortar 1:3 (one
cement and three sand ) 12mm thick in all
floors including mixing mortar, working in
all heights curing watering with all leads
and lifts for good water etc., complete
complying with standard specification.
Granolithic floor finishing with CC1:2:4
mix using 10mm to 12mm IRC chips
25mm thick including cost and conveyance
and all labour charges etc complete.
-
15 1.70 1652.60 cum 2809.00
16 21.28 480.00 Sqm 10214.00
17 112.93 10.30 Sqm 1163.00
18 63.24 15.45 Sqm 977.00
19 22.14 57.10 Sqm 1264.00
20 Name board & Logo LS 650.0021 Contingencies and P.S.Charges LS 644.00
Total Amount 172000.00
Restricted to Rs 1,50,000/-
ASST / UNION ENGINEER (R.D)PANCHAYAT UNIONUTHAMAPALAYAM
Weathering course with broken brick jeely
for 20 mm size mixed with pure slacked
lime (no sand to be used) in proposation
of 32:12.5 cft to proper gradient,well
beation with wooden beaters etc
Finished with one course of pressed tiles of size 20x20x2cm with cement mortar 1:3 mix and pointed with the same oiled mortar including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm (S.Items no. 279)
White washing TWO coat using best
freshly burnt white shell lime in all the
floors, including cost of lime blue powder,
fevicol type gums, brushes, scaffolding,
scaffolding charges etc., complete
Colour washing TWO coat using best
freshly burnt white shell lime in all the
floors, including cost of lime blue powder,
fevicol type gums, brushes, scaffolding,
scaffolding charges etc., complete
Painting TWO coats of new iron works
such as steel doors, windows, ventilators,
window bars etc with best approved first
quality of synthetic enamel pait of
approved colour over the existing priming
coats, etc complete complying with
standard specification.
-
649.296
-
0
-
DETAILED ESTIMATEConstruction of Green House at District: Theni Estimate : Rs. 1.50 Lakhs
Describtion of work No L B D Contents1. Earth work
Mainwall alround 1 x 1 20.380 0.800 0.750 12.23Cross walls in betweena)Living,Sit out and Kitchen,bed 1 x 1 3.180 0.800 0.750 1.91b)For Open sit out two sides 1 x 1 2.940 0.600 0.300 0.53
14.67
2. Filling the Basement with excavated earth1 x 1 3.530 2.220 0.350 2.74
Bed Room& Kitchen 1 x 1 4.400 2.220 0.350 3.42 Sit out 1 x 1 0.420 2.220 0.350 0.33
6.49 Cum
3. Supplying and filling in foundation and basement with filling sand1 x 1 3.530 2.220 0.100 0.78
Bed Room& Kitchen 1 x 1 4.400 2.220 0.100 0.98 Sit out 1 x 1 0.420 2.220 0.100 0.09
1.85 Cum
4. Cement concrete 1:5:10Mainwall alround 1 x 1 20.380 0.800 0.100 1.63Cross wall 1 x 1 3.180 0.800 0.100 0.25Sit out wall 1 x 1 2.940 0.600 0.100 0.18
2.06 Cum
5. Random rubble in cement Mortar 1:5 (One cement and five sand) u
Main Wall Alround I footing
I footing 1 x 1 20.380 0.600 0.450 5.50
Basement 1 x 1 20.380 0.450 0.700 6.42
Cross wall
I footing 1 x 1 3.380 0.600 0.450 0.91
Basement 1 x 1 3.530 0.450 0.700 1.11
b)For Sit out
Basement 1 x 1 3.090 0.450 0.700 0.97
14.91 Cum6. Brick work in cement Mortor 1:5 (Brick Lining for Plinth Beam
Main Wall alround 1 x 2 20.380 0.075 0.110 0.34
Cross wall 1 x 2 3.530 0.075 0.110 0.06
b)For Sit out two sides 1 x 2 3.090 0.075 0.110 0.05
0.45
Basement Living
Basement Living
-
8.Reinforced Cement Concrete 1:2:4 a)Plinth Beam
Main Wall alround 1 x 1 20.380 0.300 0.110 0.67
Cross wall 1 x 1 3.530 0.300 0.110 0.12
b)For Sit out two sides 1 x 1 3.090 0.300 0.110 0.10
0.89 Cum9. Supplying, fabricating and placing in position inild steel o
Quantity8 mm 10 mm
Length wall 2 x 4 5.00 m 0.62 kg/m 24.80Length wall 1 x 4 4.15 m 0.62 kg/m 10.29Rear wall 10mmRTS 2 x 4 5.50 m 0.62 kg/m 27.28
1 x 4 2.85 m 0.62 kg/m 7.07
1 x 4 1.05 m 0.62 kg/m 2.60Stirrups 8mm RTS 1 x 170 0.80 m 0.39 kg/m 53.04
53.04 72.04 125.084
Plinth beam :
Sit out front wall main rod10mmRTSSit out side wall main rod10mmRTS
-
DETAILED ESTIMATE
Construction of Green House at
District: Theni Estimate : Rs. 1.50 LakhsDescribtion of work No L B D Contents
1 x 1 3.530 2.220 0.100 0.78 Bed Room& Kitchen 1 x 1 4.400 2.220 0.100 0.98 Sit out 1 x 1 0.420 2.220 0.100 0.09
1.85 Cum
Super structure
Main Wall alround 1 x 1 20.380 0.230 2.100 9.84
Cross wall 1 x 1 3.750 0.230 2.100 1.81
Partition Wall
Deductions:
Doors -1 x 4 0.900 0.230 2.100 -1.74
Windows -1 x 5 0.900 0.230 1.200 -1.24
8.67 Cum
Lintel beamMainwall alround 1 x 2 20.380 0.150 6.11
Cross wall 1 x 2 3.750 0.150 1.13
Lintel Bottom
Over D,W & O 9 x 1 0.900 0.23 1.86
Sitout slab bottom 1 x 1 2.670 0.87 2.32
Sitout slab sides 1 x 1 3.540 0.075 0.27
Sunshade bottom & Edges 5 x 1 1.360 0.65 4.42
4. Cement concrete 1:5:10 (one cement, five sand, and Ten hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges for mixing concrete watering and laying the concrete in layers not more than 15 cms thick compacting etc complete complying with standard specification etc complete.
Flooring Living
6. Brick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement
7. Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155)
-
Sunshade end sides 5 x 2 0.600 0.0625 0.38
16.49
c)Lintel beam
Mainwall allround 1 x 2 20.380 0.230 0.150 1.41
Cross wall 1 x 2 3.750 0.230 0.150 0.26
Sitout slab bottom 1 x 1 2.670 0.87 0.075 0.17
Sunshade bottom & Edges 5 x 1 1.360 0.6 0.0625 0.26
2.10
Quantity8 mm 10 mm
Length wall 2 x 4 5.00 m 0.62 kg/m 24.80Length wall 1 x 4 4.15 m 0.62 kg/m 10.29Rear wall 10mmRTS 2 x 4 5.50 m 0.62 kg/m 27.28
Stirrups 8mm RTS 1 x 155 0.70 m 0.39 kg/m 42.32
Sit out Main rod10mmRTS 1 x 20 1.05 m 0.62 kg/m 13.02
Sit out dist 8 mmRTS 1 x 6 2.85 m 0.39 kg/m 6.67
5 x 9 0.90 m 0.62 kg/m 25.11
5 x 4 1.30 m 0.39 kg/m 10.14
52.455 107.17 159.626
8.Reinforced Cement Concrete 1:2:4 (one cement one and half sand and three machine broken stone) using 20 mm ISS gauge machine broken HBG metal for RCC works excluding cost and (abrication otreinforcement and centerning shuttering charges but including curing and providing fixtures like fan clampsin the RCC floor or Roof wherever necessary and bearing surfaces of walls sides and bottom of slab, beam etc., shall be finished smooth with cement mortar 1:3 (one cement and three sand) 12mm thick and with kraft paper without claming extra etc as directed by the departmental Officers complete complying with standard specification.
9. Supplying, fabricating and placing in position inild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate.
Lintel beam :
Above Windows main rod 10mmRTSabove D & W distributor 8mmRTS
-
Construction of Green House at
Lakhs
R C CCent
Cum
0.75 3.52
0.75 0.65
0.00
Cum 4.16 0.45 9.27 1.41
-
DETAILED ESTIMATEConstruction of Green House at
District: Theni Estimate : Rs. 1.50 LakhsDescribtion of work No L B D Contents
Super structureMain Wall alround 1 x 1 20.380 0.230 0.750 3.52
Cross wall 1 x 1 3.750 0.230 0.750 0.65
Partition Wall
1 x 1 2.440 0.115 3.000 0.84
Parapet wall allround 1 x 1 20.380 0.230 0.300 1.41
6.42
Roof slab
1 x 1 3.750 2.440 9.15 Bed Room & Kitchen 1 x 1 4.620 2.440 11.27
Main wall allround sides 1 x 1 21.300 0.100 2.13
22.55 Sqm
Roof slab
Over Living 1 x 1 4.210 2.67 0.100 1.12
Over Kitchen & Bed 1 x 1 5.080 2.9 0.100 1.47
2.59 Cum
Quantity8 mm 10 mm
1. Brick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement
Cross wall in between Kitchen and Bed room
2. Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155)
Inner Living
3.Reinforced Cement Concrete 1:2:4 (one cement one and half sand and three machine broken stone) using 20 mm ISS gauge machine broken HBG metal for RCC works excluding cost and (abrication otreinforcement and centerning shuttering charges but including curing and providing fixtures like fan clampsin the RCC floor or Roof wherever necessary and bearing surfaces of walls sides and bottom of slab, beam etc., shall be finished smooth with cement mortar 1:3 (one cement and three sand) 12mm thick and with kraft paper without claming extra etc as directed by the departmental Officers complete complying with standard specification.
4. Supplying, fabricating and placing in position inild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate.
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Main rod 10mm RTS 2 x 10 5.30 m 0.62 kg/m 65.72
Main rod 10mm RTS 2 x 3 2.80 m 0.62 kg/m 10.42
Distributor 8mm RTS 1 x 20 5.20 m 0.39 kg/m 40.56
Distributor 8mm RTS 1 x 20 4.35 m 0.39 kg/m 33.93
Top rod 10mm RTS 1 x 8 1.32 m 0.62 kg/m 6.55
Top rod 10mm RTS 2 x 8 0.60 m 0.62 kg/m 5.95
Top rod 10mm RTS 2 x 3 0.60 m 0.62 kg/m 2.23
74.44 90.8574.44 90.85 165.29 Kg
ASST / UNION ENGINEER (R.D)PANCHAYAT UNIONUTHAMAPALAYAM
Roof Slab :
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Specification Report to accompany the Estmate for the work ofEstimate Amount :1.50Lakhs
The following provisions are made in this estimate.
It is proposed to Construct CMSP Green House at .....Necessary Administrative approval has been given in
Earth work excavation for foundation in all class of soils except hard rock requiring blasting with initial lead and lift etc including levelling the site etc., complete with standard specification
Filling the Basement with excavated earth other than sand etc., complete complying to standard specification.Supplying and filling in foundation and basement with filling sand in layers of not more 15cm thick well rammed watered and compacted etc., complete complying to standard specification.Cement concrete 1:5:10 Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges f etc complete complying with standard specification etc complete.Random rubble in cement Mortar 1:5 (One cement and five sand) using including mixing mortar and all other labour charges etc complete upto basementBrick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs etc., complete complying with standard specification Cement Concrete 1:2:4 using 20 mm ISS gauge machine broken HBG metal for RCC works complete complying with standard specification.
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Fabrication and Supply of MILD STEEL DOOR
ENGINEER (R.D)PANCHAYAT UNIONUTHAMAPALAYAM
Supplying, fabricating and placing in position inild steel or ribbed tor steel and all reinforced cement Concrete works Brick work in cement Mortor 1:3 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement
Painting TWO coats of new iron works such as steel doors, windows, ventilators, window bars etc with best approved first quality of synthetic enamel pait of approved colour over the existing priming coats, etc complete complying with standard specificatio Finishing the exposed surface of RCC items of work with Cement Mortar 1:3 (one cement and three sand) 10mm. Thick in all floors including racking the surface and all labour charges etc., complete complying with standard specification.Granolithic floor finishing with CC1:2:4 mix using 10mm to 12mm IRC chips 25mm thick etc., complete complying with standard specification. Whilte washing TWO coat using best freshly burnt white shell lime in all the floors, including cost of lime blue powder, fevicol type gums, brushes, scaffolding, scaffolding charges etc., complete with standard specification.Colour washing TWO coat with freshly burnt shell lime in all floors using best quality and approved variety of colour pigments including cost of all materilas, brushes and scaffolding charges etc., complete complying with standarPainting TWO coats of new iron works such as steel doors, windows, ventilators, window bars etc with best approved first quality of synthetic enamel pait of approved colour over the existing priming coats, etc complete complying with standard specification
The estimate is prepared based on current schedule of rates for the year 2012-2013. The work on sanction will be carried out as per the standard specifications.
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Lakhs
0.75 3.52
0.75 0.65
0.00
0.75 0.21
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0.38
5.7
10 115.96 450.00
115.58 8mm 10mm
179.94 270.07
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DETAILED ESTIMATE
Construction of Green House at
District: Theni Estimate : Rs. 1.50 Lakhs
Describtion of work No L B D Contents
Parapet wall allround 1 x 1 20.380 0.230 0.300 1.41
1.41 Cum
2. Fabrication and Supply of MILD STEEL DOOR 0.9x2.10m Steel door 1 x 3 3.00 Nos
3. Fabrication and Supply of MILD STEEL WINDOW 0.9x1.20m Steel door 1 x 5 5.00 Nos
OuterMain walls allround 1 x 1 21.3 3.40 72.42Parapet Inner alround 1 x 1 19.46 0.30 5.84Parapet Top allround 1 x 1 20.84 0.23 4.79InsideLiving allround 1 x 1 12.38 3.00 37.14Bedroom allround 1 x 1 10.34 3.00 31.02Kitchen room allround 1 x 1 8.42 3.00 25.26DeductionsMain Door and Rear Door -4 x 2 0.90 2.10 -15.12Window -2 x 5 0.90 1.20 -10.80
150.55 Sqm
CeilingLiving 1 x 1 3.75 2.44 9.15Bedroom 1 x 1 2.73 2.44 6.66Kitchen 1 x 1 2.44 1.77 4.32Sitout 1 x 2 2.67 0.87 4.65 W & D sunshade top & Bottom 2 x 5 1.36 0.6 8.16Total 32.94 Sqm
1 x 1 3.750 2.440 9.15 Bed Room 1 x 1 2.730 2.440 6.66 Kitchen 1 x 1 1.770 2.440 4.32 Sit out 1 x 1 2.670 0.870 2.32
1. Brick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement
4. Plastering with Cement Mortar 1:5 (one cement and five sand ) 12mm thick in all floors including mixing mortar, working in all heights curing watering with all leads and lifts for good water etc., complete complying with standard specification.
5. Plastering with Cement Mortar 1:3 (one cement and three sand ) 12mm thick in all floors including mixing mortar, working in all heights curing watering with all leads and lifts for good water etc., complete complying with standard specification.
6. Granolithic floor finishing with CC1:2:4 mix using 10mm to 12mm IRC chips 25mm thick including cost and conveyance and all labour charges etc complete.Flooring Living
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22.45 Sqm
Over Living 1 x 1 3.750 5.11 0.080 1.53
Over Kitchen & Bed 1 x 1 0.870 2.44 0.080 0.171.70 Cum
Over Living 1 x 1 3.750 5.11 19.16
Over Kitchen & Bed 1 x 1 0.870 2.44 2.12
21.28 Sqm
Inner
Living allround 1 x 1 12.38 3.00 37.14
Bedroom allround 1 x 1 10.34 3.00 31.02
Kitchen room allround 1 x 1 8.42 3.00 25.26
Parapet Inner alround 1 x 1 19.46 0.30 5.84CeilingLiving 1 x 1 3.75 2.44 9.15Bedroom 1 x 1 2.73 2.44 6.66Kitchen 1 x 1 2.44 1.77 4.32Sitout 1 x 1 2.44 0.87 2.12Sunshade 5 x 2 1.36 0.60 8.16DeductionsDoor -1 x 2 0.90 2.10 -3.78Door & Open -2 x 2 0.90 2.10 -7.56Window -1 x 5 0.90 1.20 -5.40
112.93 Sqm
Main walls allround 1 x 1 21.3 3.40 72.42Main Door & Door -1 x 2 0.9 2.10 -3.78Window -1 x 5 0.9 1.20 -5.40
63.24 Sqm
Doors 3 x 2 0.900 2.100 11.34Windows 5 x 2 0.900 1.200 10.80
7. Weathering course with broken brick jelly for 20 mm size mixed with pure slacked lime (no sand to be used) in proposation of 32:12.5 cft to proper gradient,well beation with wooden beaters etc
8. Finished with one course of pressed tiles of size 20x20x2cm with cement mortar 1:3 mix and pointed with the same oiled mortar including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm (S.Items no. 279)
9. Whilte washing TWO coat using best freshly burnt white shell lime in all the floors, including cost of lime blue powder, fevicol type gums, brushes, scaffolding, scaffolding charges etc., complete with standard specification.
10. Colour washing TWO coat with freshly burnt shell lime in all floors using best quality and approved variety of colour pigments including cost of all materilas, brushes and scaffolding charges etc., complete complying with standar
11. Painting TWO coats of new iron works such as steel doors, windows, ventilators, window bars etc with best approved first quality of synthetic enamel pait of approved colour over the existing priming coats, etc complete complying with standard specification.
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22.14 Sqm
12.Name board L.S
13.Contingencies and P.S.Charges L.S
ASST / UNION ENGINEER (R.D)PANCHAYAT UNIONUTHAMAPALAYAM
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Specification Report to accompany the Estmate for the work ofEstimate Amount :1.50Lakhs
The following provisions are made in this estimate.
It is proposed to Construct CMSP Green House at .....Necessary Administrative approval has been given in
Earth work excavation for foundation in all class of soils except hard rock requiring blasting with initial lead and lift etc including levelling the site etc., complete with standard specification
Filling the Basement with excavated earth other than sand etc., complete complying to standard specification.Supplying and filling in foundation and basement with filling sand in layers of not more 15cm thick well rammed watered and compacted etc., complete complying to standard specification.Cement concrete 1:5:10 Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges f etc complete complying with standard specification etc complete.Random rubble in cement Mortar 1:5 (One cement and five sand) using including mixing mortar and all other labour charges etc complete upto basementBrick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs etc., complete complying with standard specification Cement Concrete 1:2:4 using 20 mm ISS gauge machine broken HBG metal for RCC works complete complying with standard specification.
-
Fabrication and Supply of MILD STEEL DOOR
ENGINEER (R.D)PANCHAYAT UNIONUTHAMAPALAYAM
Supplying, fabricating and placing in position inild steel or ribbed tor steel and all reinforced cement Concrete works Brick work in cement Mortor 1:3 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement
Painting TWO coats of new iron works such as steel doors, windows, ventilators, window bars etc with best approved first quality of synthetic enamel pait of approved colour over the existing priming coats, etc complete complying with standard specificatio Finishing the exposed surface of RCC items of work with Cement Mortar 1:3 (one cement and three sand) 10mm. Thick in all floors including racking the surface and all labour charges etc., complete complying with standard specification.Granolithic floor finishing with CC1:2:4 mix using 10mm to 12mm IRC chips 25mm thick etc., complete complying with standard specification. Whilte washing TWO coat using best freshly burnt white shell lime in all the floors, including cost of lime blue powder, fevicol type gums, brushes, scaffolding, scaffolding charges etc., complete with standard specification.Colour washing TWO coat with freshly burnt shell lime in all floors using best quality and approved variety of colour pigments including cost of all materilas, brushes and scaffolding charges etc., complete complying with standarPainting TWO coats of new iron works such as steel doors, windows, ventilators, window bars etc with best approved first quality of synthetic enamel pait of approved colour over the existing priming coats, etc complete complying with standard specification
The estimate is prepared based on current schedule of rates for the year 2012-2013. The work on sanction will be carried out as per the standard specifications.
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Lakhs
4.37 0.45 9.27 1.41
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M.F. Form No.83 CC Ist and Part Bill
P.U. Form No.55 CMSPGHS 2012-13 Voucher No.
CONTRACT CERTIFICATENam