CMSPGHS_2012-13_NEW - 22.11.12

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

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


6.00 Mazdoor (Semi-Skilled) 173.00 day 1038.00

b) Machinery 4759.70

2.20 160.00 hour 352.00


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

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


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

of 164

Seal Coat

Unit = sqm

Taking output = 2700 sqm (24.3 cum)

a) Labour

0.80 Mate 178.00 day 142.40


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


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

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!

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

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!

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!





S#REF! #REF! #REF! #REF!

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

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" )

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

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)

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

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

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

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.

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 1:3:6 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..,

Centering charges for sides and soffits of footings below sill level

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

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

ESTIMATE

Name of Scheme: CMSPGHS 2012-13

Name of Work:

Construction of Green House at

Estimate Amount: Rs:- 1,50,000/-

CUMBUM PANCHAYAT UNION

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



1.00 cum Mixing charges 37.70 /cum



loadingunloadin

g

country bricks ( 23/4")country bricks ( 21/4")





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"

21.20 nos Mazdoor II class 165.00 /each


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


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.

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



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

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


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

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


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


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


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



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


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


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

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


1 Sqm rate for white washing ADD 50% extra for colour pigments

RATE @Rs 15.45 /Sqm


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


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

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


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


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

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

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"

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

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

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

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


3500.00514.61320.10287.10402.60363.00

5387.41


3920.00514.61349.20261.00183.00165.00112.00

5.0054.00

300x200x6 mm of best quality

including cost

of size 305x305x6mm including

5563.81


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

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


10.305.15

15.45


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

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


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


1.85 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


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


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


Cross wall 1 x 1 3.530 0.300 0.110 0.12


c)Lintel beam


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


Top rod 10mm RTS 1 x 8 1.43 m 0.62 kg/m 7.09



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


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


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.

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/-


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

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


Cross wall 1 x 2 3.530 0.075 0.110 0.06


0.45

Basement Living

Basement Living

8.Reinforced Cement Concrete 1:2:4 a)Plinth Beam


Cross wall 1 x 1 3.530 0.300 0.110 0.12


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




1.85 Cum

Super structure


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



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



Lintel beam :

Above Windows main rod 10mmRTSabove D & W distributor 8mmRTS


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


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


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


Cross wall in between Kitchen and Bed room


Inner Living










74.44 90.8574.44 90.85 165.29 Kg


Roof Slab :

Lakhs

0.75 3.52

0.75 0.65

0.00

0.75 0.21

0.38

5.7

10 115.96 450.00

115.58 8mm 10mm

179.94 270.07

DETAILED ESTIMATE


District: Theni Estimate : Rs. 1.50 Lakhs

Describtion of work No L B D Contents


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


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

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.

22.14 Sqm

12.Name board L.S

13.Contingencies and P.S.Charges L.S


Lakhs

4.37 0.45 9.27 1.41

M.F. Form No.83 CC Ist and Part Bill

P.U. Form No.55 CMSPGHS 2012-13 Voucher No.

CONTRACT CERTIFICATENam

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