Pannaipatty - Compound Wall

8/11/2019 Pannaipatty - Compound Wall

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This estimate is prepared with the following provisions

1

2

3

4

5

6

7

8

9

10

11

Supply and errection of Centering and Shuttering

Supply and Fabrication of steel rod

R.R. masonry in c.m.1:5 mix using rough stones and bond stones

Specification report to accompany the estimate for the work of Construction of

compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.

ESTIMATE AMOUNT Rs : Rs 3.60 lakhs

It is proposed to Construction of compound wall at Pannaipatty PU Ele School in Eriyodu

town panchayat. The above work is taken up under MLACDS- 2012 - 2013, The

administrative sanction has been accorded by District collector, Dindigul Roc

No:2721/2012/A5, Date : 31.10.2013.

Earthwork excavation in all clauses of soils and depositing

Cement concrete 1:4:8 mix using 40mm ISS HBG metal

Assistant Engineer

Panchayat Union

Vedasandur.

RCC 1:1.5:3 Mix using 20mm ISS HBG Metal etc., complete.

BW. masonry in c.m.1:5 mix using country bricks

Plastering with cement mortar 1:5 mix to 12mm thick

colour washing two coats with exterior emulsion

Provision of lumsam charges

The current schedule of rates for the year 2013 - 2014 are adopted in this estimate. On

sanction this work will be carried out as per standard specifications and relevant circulars

given by higher authorities received from time to time.

Provision for CC Pavement


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Sl.

NoQTY DESCRIPTION OF WORK RATE UNIT AMOUNT

1 71.56

Earthwork excavation in all clauses of soils and

depositing on bank with initial lead and lift for

foundation as per ss20B

83.70 cum 5989

2 20.45

Cement concrete 1:4:8 mix using 40mm ISS

HBG metal including cost and conveyance of

all matials to site and all labour charges etc.,

complete.

2390.10 cum 48866

3 58.39

R.R. masonry in c.m.1:5 mix using rough stones

and bond stones with simultaneous pointing

including cost and conveyance of all materials

to site and all labour charges etc., complete.

2256.25 cum 131742

4 0.475

Supply and fabrication of steel including cost

and conveyance of all materials to site and all

labour charges etc., complete.

57201.60 mt 27171

5 3.37

RCC 1:1.5:3 mix using 20mm ISS HBG Metal



4504.76 15192

6 15.92

Brick work in cm 1;5 mix using country bricks



3355.34 cum 53418

7 388.71

Plastering in cm 1:5 mix 12 mmthick including

cost and conveyance of all materials to site and

all labour charges etc., complete.

97.78 sqm 38008

ABSTRACT ESTIMATEConstruction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.

Name of union : Vedasandur Scheme: MLACDS

Name of Panchayat : Eriyodu Town Year: 2012-13

Estimate Amount : Rs 3.60 lakhs Tech. Sanction No.:

Admin. Sanction No :


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8 495.35

Colour washing two coats with approved

exterior eulsion two coatsincluding cost and

conveyance of all materials to site and all


59.75 sqm 29597

9 LS Provision for Grill gate LS 8500

10 LS Provision for Name board LS 500

11 LS Provision for Photographic charges LS 200

12 LS Contigencies & other unforeseen charges LS 817

360000

ASSISTANT ENGINEER

PANCHAYAT UNION

VEDASANDUR

TOTAL


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Sl.No Description of work L B D Qty

1

North facing Building 1 x 1 83.55 0.75 0.70 43.86

East facing Building 1 x 1 52.75 0.75 0.70 27.69

Total Quantity 71.56

2




3

North facing Building

I Footing 1 x 1 18.50 0.60 0.23 2.55

II Footing 1 x 1 18.50 0.45 0.23 1.91

III Footing 1 x 1 18.50 0.38 0.45 3.16

D/F Gate -1 x 1 3.00 0.38 0.45 -0.51

I Footing 1 x 1 25.65 0.60 0.23 3.54

II Footing 1 x 1 25.65 0.45 0.23 2.65

III Footing 1 x 1 25.65 0.38 0.45 4.39

I Footing 1 x 1 13.90 0.60 0.23 1.92

II Footing 1 x 1 13.90 0.45 0.23 1.44

III Footing 1 x 1 13.90 0.38 0.75 3.96

I Footing 1 x 1 25.50 0.60 0.23 3.52

II Footing 1 x 1 25.50 0.45 0.23 2.64

III Footing 1 x 1 25.50 0.38 0.45 4.36

DETAILED ESTIMATE

Construction of compound wall at Pannaipatty PU Ele School in Eriyodu

town panchayat.

Nos.

Earthwork excavation for foundation in all clauses of soils and subsoils to fulldepth as may be directed except in hard rock requiring blasting but inclusive of

shoring, struting and bailing out water wherever neccessary and refilling the sides

of foundation with excavated earth in layers of not more than 15cm thick well

rammed and consolidated and depositing the

Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including

watering whenever necessary and laid in layers not more than 15cm thickcompacting etc., complete complying with std. Specifications and as directed. Rate

for 10 cum.

R.R. masonry in c.m.1:5 mix for foundation and basement using rough stones and

bond stones with simultaneous pointing with same mortar including cost and

conveyance of all materials to site and all labour charges etc., complete.


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East facing Building

I Footing 1 x 1 20.90 0.60 0.23 2.88

II Footing 1 x 1 20.90 0.45 0.23 2.16

III Footing 1 x 1 20.90 0.38 0.45 3.57

I Footing 1 x 1 9.60 0.60 0.23 1.32

II Footing 1 x 1 9.60 0.45 0.23 0.99

III Footing 1 x 1 9.60 0.38 0.75 2.74

I Footing 1 x 1 22.25 0.60 0.23 3.07

II Footing 1 x 1 22.25 0.45 0.23 2.30

III Footing 1 x 1 22.25 0.38 0.45 3.80

58.39

4

LS 0.475

0.475

5

For plinth beam



3.37

6


Brick on edge 1 x 2 80.55 0.075 0.11 1.33

Brick wall 1 x 1 80.55 0.11 1.20 10.63

D/F Brick pillar -1 x 19 0.23 0.11 1.20 -0.58

D/F Brick pillar -1 x 5 0.40 0.11 1.20 -0.26

Add for Brick pillar 1 x 19 0.23 0.30 1.20 1.57

Add for Brick pillar 1 x 5 0.40 0.40 1.20 0.96East facing Building

Brick on edge 1 x 2 52.75 0.075 0.11 0.87

D/F Brick pillar -1 x 16 0.23 0.11 1.20 -0.49

D/F Brick pillar -1 x 4 0.40 0.11 1.20 -0.21



Supply and fabrication of steel including cost and conveyance of all materials to

site and all labour charges etc., complete.

RCC 1:1.5:3 mix using 20mm ISS HBG Metal including cost and conveyance of all

materials to site and all labour charges etc., complete.

Brick work in cm 1:5 mix using country bricks including all cost and conveyance ofall materials to site and all labour charges etc., complete.


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15.92


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7


wall Sides 1 x 2 80.55 1.20 193.32

wall top 1 x 1 80.55 0.11 8.86

Pillaster top 1 x 19 0.23 0.19 0.83

Pillar sides 2 x 19 0.19 1.20 8.66

Pillaster top 1 x 5 0.40 0.29 0.58

Pillar sides 2 x 5 0.29 1.20 3.48

Brick on edge 1 x 2 80.55 0.11 17.72

East facing Building

wall Sides 1 x 2 52.75 1.20 126.60

wall top 1 x 1 52.75 0.11 5.80Pillaster top 1 x 16 0.23 0.19 0.70

Pillar sides 2 x 16 0.19 1.20 7.30

Pillaster top 1 x 4 0.40 0.29 0.46

Pillar sides 2 x 4 0.29 1.20 2.78

Brick on edge 1 x 2 52.75 0.11 11.61

388.71

Pillar sides

wall Sides 1 x 2 80.55 1.20 193.32

wall top 1 x 1 80.55 0.11 8.86

Pillaster top 1 x 19 0.23 0.19 0.83

Pillar sides 2 x 19 0.19 1.20 8.66

Pillaster top 1 x 5 0.40 0.29 0.58

Pillar sides 2 x 5 0.29 1.20 3.48

Brick on edge 1 x 2 80.55 0.11 17.72

Basement sides 1 x 2 80.55 0.40 64.44

Pillaster top

wall Sides 1 x 2 52.75 1.20 126.60

wall top 1 x 1 52.75 0.11 5.80

Pillaster top 1 x 16 0.23 0.19 0.70

8Colour washing two coats with approved Snowcem paint two coatsincluding cost

and conveyance of all materials to site and all labour charges etc., complete.

plastering in cm 1:5 mix 12mm thick including all cost and conveyance etc

compelete.,


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Pillar sides 2 x 16 0.19 1.20 7.30

Pillaster top 1 x 4 0.40 0.29 0.46

Pillar sides 2 x 4 0.29 1.20 2.78

Brick on edge 1 x 2 52.75 0.11 11.61

Basement sides 1 x 2 52.75 0.40 42.20

495.35

9 LS

10 LS

Provision for Grill gate

Contigencies & other unforeseen charges

ASSISTANT ENGINEER

PANCHAYAT UNION

VEDASANDUR


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DESCRIPTION LEAD (km) Conveyance cost of materials total

Cement 13 61.60 4700.00 4761.60

Steel/MT 13 61.60 45600.00 45661.60

Sand for mortor 25 174.50 110.00 284.50

Sand for filling 25 174.50 110.00 284.50

Rough

stone(reverment) 10 78.00 288.00 366.00

Rough stone 10 78.00 332.00 410.00

Bond stone 10 78.00 455.00 533.00

Country bricks 10 66.00 3985.00 4051.00

40 mm metal ISS 10 78.00 742.00 820.00

25mm metal ISS 10 78.00 638.00 716.00

12mm metel ISS 10 78.00 958.00 1036.00

10mm metal ISS 10 78.00 705.00 783.00

10-12mm metal ISS 10 78.00 831.50 909.50

20mm metal ISS 10 78.00 1034.00 1112.00

6mm metal ISS 10 78.00 478.00 556.00

90mm metal IRC 10 78.00 243.00 321.00

63mm metal IRC 10 78.00 350.00 428.00

53mm metal IRC 10 78.00 514.00 592.00

45mm metal IRC 10 78.00 571.00 649.00

22.40mm metal IRC 10 78.00 800.00 878.00

13.2mm metal IRC 10 78.00 894.00 972.00

11.2mm metal IRC 10 78.00 608.00 686.00

6.7mm metal IRC 10 78.00 374.00 452.00

lime stone 0 0.00 77.00 77.00

Shell lime 0 0.00 1180.00 1180.00

Brick Jelly 20mm 10 54.00 550.00 604.00

Brick Jelly 40mm 10 54.00 495.00 549.00Slaked lime 0 0.00 869.00 869.00

Pressed tiles 0 0.00 8710.00 8710.00

Binding wire/MT 0.00 48.00 48.00

10MM Jelly 0.00 705.00 705.00

stone(reverment) 10 78.00 0.00 78.00

bricks class I,II 0.00 0.00

wood 0.00 0.00

U S gravel 1 7.80 130.00 137.80

well gravel 1 7.80 107.80 115.60

suruki 0.00 0.00

Mangalore tiles 0 0.00 8295.00 8295.00Mangalore ridge tiles 0 0.00 23790.00 23790.00

Ceiling tiles 0 0.00 5000.00 5000.00

LEAD &COST OF MATERIALS-2013-14


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Cement/steel 13

Sand 25

Metal 10

Country Brick 10

Pressed Tiles 0

Gravel 1

PLEASE INSERT LEAD HERE


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720 cement 4761.6 3428.35 480 cement 4761.6 2285.57 36

1 sand 284.5 284.50 1 sand 284.5 284.50

total 3712.85 total 2570.07

43.35 mixing 43.35

3756.20 2613.42

288 cement 4761.6 1371.34 240 cement 4761.6 1142.78 57

1 sand 284.5 284.50 1 sand 284.5 284.50

total 1655.84 total 1427.28

mixing 43.35 mixing 43.35

1699.19 1470.63

960 cement 4761.6 4571.14 0.5 lime 869 434.50

1 sand 284.5 284.50 1 sand 284.5 284.50

1 Grinding 105.9 105.90

total 4855.64 total 824.90

CEMENT MORTOR

DATA - 2013-14

CEMENT MORTOR 1:1.5

including mixing for

masonary works

including mixing for

masonary works

CEMENT MORTOR 1:5 CEMENT MORTOR 1:6

CEMENT MORTOR 1:2 CEMENT MORTOR 1:3

i

iincluding mixing for

masonary works

Lime mortar 1:2


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9 40mm metal 820 7380.00 9 20mm 1112 10008.00 10 R

4.5 cm 1:5 1655.84 7451.28 4.5 sand mortor 284.5 1280.25 1 B

1.8 mason II 326 586.80 3231 cement 4761.6 15384.73 3.4 C

17.7 mazdoor I 228 4035.60 3.5 masonII 326 1141.00 7.1 m

14.1 mazdoor II 206 2904.60 21.2 mazdoor I 228 4833.60 10.6 m

sundries 0.00 35.3 mazdoor II 206 7271.80 14.1 m

total 22358.28 sundries 0.00 14.1 m

total 39919.38 s

to

FOR 1CM 2235.83 FOR 1CM 3991.94 F

abovebasement 44.65 4036.59

9 20mm 1112 10008.00 0.1 CM 1:3 2613.42 261.34 0.14 C

4.5 sand mortor 284.5 1280.25 1.1 mason II 326 358.60 1.1 m

4308 cement 4761.6 20512.97 1.1 mazdoor I 228 250.80 0.5 m

3.5 masonII 326 1141.00 1.1 mazdoor II 206 226.60 1.1 m

21.2 mazdoor I 228 4833.60

35.3 mazdoor II 206 7271.80

sundries 0.00 sundries 0.00 s

total 45047.62 total 1097.34 to

FOR 1CM 4504.76 FOR1CM 109.73 Fa ove

basement 44.65 4549.41

1300 bricks 4051 5266.30 1 qtl- steel 45661.6 4566.16 9 1

0.71 CM 1:5 1699.19 1203.03 1 qtl-binding wir 48.00 48.00 4.5 C

1 mason I 363 363.00 3.5 fitter I 316 1106.00 1.8 m

3 mason II 326 978.00 sundries 0.00 17.7 m

2 mazdoor I 228 456.00 5720.16 14.1 m

6 mazdoor II 206 1236.00

sundries total to

total 10cft 9502.33

for 1c 2.832 3355.34 total 57201.60 toa ove

basement 29.55 3384.89

CC 1:5:10

Plastering 1:3,10mm TKRCC 1:1.5:3

BW 1:5

RCC 1:2:4

STEEL


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0.22 CM 1:5 1699.19 373.82 0.04 CM1:3 2613.42 104.54 250 P.

2.2 mason I 363 798.60 2.2 mason II 326 717.20 0.12 CM

0.5 mazdoor I 228 114.00 0.5 mazdoor I 228 114.00 10 Po

3.2 mazdoor II 206 659.20 1.1 mazdoor II 206 226.60 1.15 wa

1.1 m

2.1 m

sundries sundries 2.2 m

total 1945.62 total 1162.34 1.1 m

su

to

FOR 1CM 194.56 for 1m2 116.23 fo

0.07 shell lime 1180 82.60 9 40MMmetal 820 7380.00 1300 br

1.6 mason II 326 521.60 4.5 CM 1:4 1998.68 8994.04 0.71 CM

0.5 mazdoorI 228 114.00 1.8 mason II 326 586.80 1 m

2.7 mazdoorII 206 556.20 17.7 mazdoor I 228 4035.60 3 m

sundries 14.1 mazdoor II 206 2904.60 2 m

total 1274.40 sundries 6 m

for1m2 12.74 su

1911.60 23901.04 to

for1m2 19.12 FOR 1CM 2390.10 fo

9 20MMmetal 1112 10008.00 3.23 Distember 53.10 171.51 1.34 Di

4.5 CM 1:2 3712.85 16707.83 0.5 Painter I 293.00 146.50 0.5 Pa

1.8 mason II 326 586.80 0.5 mazdoor I 228 114.00 0.5 m

17.7 mazdoor I 228 4035.60 0.8 mazdoor II 206 164.80 0.8 m

14.1 mazdoor II 206 2904.60

sundries 0.00 sundries 0.69 su

34242.83 597.50

for 1CM 3424.28 for 1m2 59.75 fo

WHITE WASH

Snowcem

colour wash

Plastering 1:5,20mm TK

CC 1:2:4

POINTING 1:3 FOR PRES. TIL

O

CC 1:4:8


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9 40 mm metal 820 7380.00 0.22 cm 1:4 2042.03 449.25 2.22 Pain

4.5 CM 1:3 2570.07 11565.31 2.2 mason I 363 798.60 1.1 pain

1.8 mason II 326 586.80 0.5 mazdoor I 228 114.00 sun

17.7 mazdoor I 228 4035.60 3.2 mazdoor II 206 659.20

14.1 mazdoor II 206 2904.60 sundries

sundries 0.00

Total 26472.31 Total 2021.05

for 1CM 2647.23 for 1CM 202.10 for

2910.03

2.22 paint 138.5 307.47 260 ceramic tiles 16.25 4225 12.8 20m

1.1 painter I 293.00 322.30 0.1 cm1;2 3712.85 371.29 5 slac

4

white cement

with colour

pigment 26.65 106.6 1.8 mas

1 masonI 363 363 17.7 maz

3.7 masonII 326 1206.2 14.1 maz

sundries 0.23 3.3 mazdoor I 228 752.4 sun

2.2 mazdoor II 206 453.2

630.00 sundries

7477.69

for 1m2 63.00 for 1m2 747.77

450 glazed tiles 9.65 4342.50 0.22 cm 1:3 2613.42 574.95 11 roug

0.10 cm1:2 3712.85 371.29 2.2 mason I 363 798.60 3.5 woo

4.00

white cement

with colour

pigment 26.65 106.60 0.5 mazdoorI 228 114.00 10.6 maz

1.10 mason I 363.00 399.30 3.2 mazdoor I I 206 659.20 7.1 maz

4.10 mason II 326.00 1336.60 sundries 0.00 sun

2.70 Mazdoor I 228.00 615.60 1.15 water proof 42.35

3.30 Mazdoor II 206.00 679.80 2146.75

7851.69

for 1m2 785.17 for 1m2 214.68 for

PAINTING Black Board FLOORING TILES(CERAMIC)

Plastering 1:4, 20 MM THK

roWALL TILES(DADDOOING)

cc 1:3:6

With CC 1:3:6 20 mm

metal

Plastering 1:3, 20mm THK

BRICK


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160 Manglore tiles 8295.00 1327.20 10 Manglore tiles 2268.44 2268.44

0.09 lime mortar 824.90 74.24 250 ceiling tiles 5000 1250.00 0.09 lime

0.5 mason II 326 163.00 0.5 mason II 326 163.00 0.5 Carp

1.1 mazdoorI 228 250.80 1.1 mazdoorII 206 226.60 1.1 mazd

2.2 mazdoor I I 206 453.20 2.2 mazd

sundries 0.00 sundries 0.00 sund

2268.44 3908.04

for 1m2 226.84 for 1m2 390.80 for 1m

1.33

Red oxide

primer 145.5 193.52 9 40MMmetal 820 7380.00 1.4 Plast

0.7 painter I 293.00 205.10 4.5 CM 1:2.5 3027.18 13622.32 0.98 Prim

1.8 mason II 326 586.80 2.2 Paint

for 1m2 398.62 17.7 mazdoor I 228 4035.60

14.1 mazdoor II 206 2904.60

10 Priming coat 398.62 398.62 sundries sund

2.22 paint 220.50 489.51

1.1 painter I 293.00 322.30 28529.32 for 1m

Brush cleaning etc., 5.40 FOR 1CM 2852.93

1215.83

for 1m2 121.58

4Steel size3"x11/2" 48.00 192.00 0.14 CM 1:3 2613.42 365.88 0.09 CM1

0.23 paint 121.58 27.36 1.1 mason I 363 399.30 1.6 maso

4 Labour for fixing 19.25 77.00 0.5 mazdoor I 228 114.00 0.5 mazd

Brush cleaning etc., 9.65 1.1 mazdoor II 206 226.60 1.1 mazd

306.01 1.1 water proof 42.35

Rate for 1 Kg 298/4 76.50 sundries 0.00 sund

total 1105.78 total

FOR1CM 110.58 for 1m

EXTER

Roofing with Mangalore tiles RemTiled roofing with Mangalore tilesover ceiling tiles

POINTINPlastering 1:3,12 mm TK

Supply and fixing of hollow MS pipes &

painting two coats etc., CC 1:2.5:5


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One coat of Primer 1 US Gravel 137.8 137.80 1

10

Scrapping

charge 1.7 17.00 1 filling charge 13 13.00 1

0.98 Pimer(liquid) 132.00 129.36

0.7 Painter I 293.00 205.10 total 150.80

For 10 Sq.m. 351.46

MAIN DATA

10 Priming 1 coat 35.15 351.46

1.34 Distember 71.4 95.68

0.5 Painter I 293.00 146.50 1 US Gravel 115.6 115.60 1

0.5 mazdoor I 228 114.00 1 filling charge 13 13.00 1

0.8 mazdoor II 206 164.80

total 128.60

sundries 0.56

873.00

87.30

85.60

Dismantling1 Brick / Stone masonry in L.M cum 78.65

2 Brick / Stone masonry in C.M cum 96.40

3 Mangalore tiles without roof sqm 6.90

4 9.60 3

5 AC sheet roof without roof timber sqm 6.30 1

6 Door, window incl moral of hinges sqm 45.35 1

7 Dismantling P.C.C cum 165.60 1

8 Dismantiling RCC cum 2515.00 2

9 Chipping of concrete sqm 13.90 1

10 Pressed tiles & weathering course sq.m 16.00

11 Pressed tiles only sq.m 8.90

12 Cleaning & Removing of cement plaster sq.m. 3.05

Dismantling B.W & clearing from site

US GRAVEL FILLING FOR BUILDINGDistember with one coatprimer

Suppl

pipes

WELL GRAVEL FILLING FOR BUILDING

Mangalore tiles over flat tiles without roof timber -

Sqm

Distemper with primer for

New surface -1 Sq.m.

Distemper with primer for

old surface -1 Sq.m.


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Sub Data 4.59 x100 Co

Brick Jelly Lime Concrete 1:2:5 3.50 nos Ma

9.5 Brik jelly 40mm 549 m3 5216 m3 7.20 nos Ma3.8 Lime Mortar 1:2 824.90 m3 3135 m3 7.10 nos Ma

1.8 Mason II Class 326 Nos 587 Nos 14.10 nos Ma

17.7 Mazdoor I Class 228 Nos 4036 Nos

14.1 Mazdoor II Class 206 Nos 2905 Nos

Rate Rs. 15877.12 /1M3

Say Rs. 1587.71 /1M3

Main Data

1 White glazed Indian type 1089 Each 1089 Nos

0.6 110mm dia PVC pipe 107.5 Rm 64.5 Rm S.no Itm

0.45 Sand for filling 297.50 Cum 134 Cum 155

0.11 Brick jelly lime concrete 1 1587.71 1 Cum 175 Cum

1 Plumber I Class 322 Each 322 Nos

1 Mason I Class 363 Each 363 Nos 156

0.25 Plumber II Class 300 Each 75 Nos a1 Mazdoor I Class 228 Each 228 Nos b

1 White Cement 23.00 1 Kg 23 kgs

6 Cement 4761.6 MT 28.6 kgs

400 Spun yarn 12 1 Kg 4.8 gms

2506

Rate Rs. 2506.3927 /1No

Say Rate R 2506.39 /1No

Dry Brick work usi

including cost and

labour charges etc

Supplying and fixing in position best Indian make White glazed earthern

ware Oriya type Indian Water Closet

15877.12


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11.00

AC sheets

6mm thick 175.50 1930.50

2.20 Fitter II class 300.00 660.00

1.10

Carpenter I

class 355.00 390.50

3.20

Mazdoor I

class 228.00 729.60

20.00

A j. J o t

with nuts

6mm dia. 3.60 72.00

20.00

Bitumen

washer 15

mm dia. 1.20 24.00Sundries for

white lead

3806.60

for 1m2 380.66

sheet 6mm thk with "J' bolts


19/38

Rate Amount Rate Amount Rate Amount

1 71.56

Earthwork excavation in all clauses of soils

and depositing on bank with initial leadand lift for foundation as per ss20B

83.70 5989.36 83.50 5975.05 85.00 6082.39

2 20.45

Cement concrete 1:4:8 mix using 40mm ISS

HBG metal including cost and conveyance

of all matials to site and all labour charges

etc., complete.

2390.10 48865.59 2390.00 48863.55 2392.00 48904.44

3 58.39

R.R. masonry in c.m.1:5 mix using rough

stones and bond stones with simultaneous

pointing including cost and conveyance of

all materials to site and all labour charges

etc., complete.

2256.25 131741.87 2256.00 131727.28 2257.00 131785.67

4 0.48

Supply and fabrication of steel including

cost and conveyance of all materials to site

and all labour charges etc., complete.

57201.60 27170.76 57200.00 27170.00 57250.00 27193.75

5 3.37

RCC 1:1.5:3 mix using 20mm ISS HBG

Metal including cost and conveyance of all

materials to site and all labour charges etc.,

complete.

4504.76 15192.26 4504.00 15189.69 4505.00 15193.07

Construction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.

COMPARATIVE STATEMENT

Estimate Amount : Rs 3.60 lakhs

S.No Qty Description of WorkAs per Estimate Thiru A.John Bose Thiru M.Ponnuvel


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6 15.92

Brick work in cm 1;5 mix using country

bricks including cost and conveyance of all


complete.

3355.34 53417.85 3355.00 53412.44 3356.00 53428.36

7 388.71

Plastering in cm 1:5 mix 12 mmthick

including cost and conveyance of all


complete.

97.78 38007.72 97.70 37976.63 98.00 38093.24

8 495.35

Colour washing two coats with approved

exterior eulsion two coatsincluding cost

and conveyance of all materials to site and


59.75 29596.95 59.70 29572.19 60.00 29720.79

349982.38 349886.82 350401.70

349982.38 - 349886.82

349982.38

127396.00 - 130926.00

127396.00

The lowest rate quanted by the contractor Thiru.A.John Bose was 0.06% less than the estimate rate. So this rate is may be approved

:

:

0.03

-2.77

Thiru A.John Bose

Thiru M.Ponnuvel

x 100

x 100


21/38

QTY RATE AMOUNT QTY RATE AMOUNT

1

Earthwork excavation in allclauses of soils and depositing

on bank with initial lead and

lift for foundation as per ss20B

71.56 83.70 5989 83.50 0.00 83.50

2

Cement concrete 1:4:8 mix

using 40mm ISS HBG metal

including cost and conveyance

of all matials to site and all


20.45 2390.10 48866 2390.00 0.00 2390.00

3

R.R. masonry in c.m.1:5 mix

using rough stones and bond

stones with simultaneous

pointing including cost and

conveyance of all materials to

site and all labour charges etc.,

com lete.

58.39 2256.25 131742 2256.00 0.00 2256.00

COMPLETION REPORTConstruction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.


Sl.

NoDECREASEDESCRIPTION OF WORK

As per Estimate As per Working billINCREASE


22/38

4

Supply and fabrication of steel

including cost and conveyance

of all materials to site and all


0.48 57201.60 27171 57200.0 0.00 57200.00

5

RCC 1:1.5:3 mix using 20mm

ISS HBG Metal including costand conveyance of all

materials to site and all labour

charges etc., complete.

3.37 4504.76 15192 4504.00 0.00 4504.00

6

Brick work in cm 1;5 mix using

country bricks including cost

and conveyance of all

materials to site and all labour


15.92 3355.34 53418 3355.00 0.00 3355.00

7

Plastering in cm 1:5 mix 12mmthick including cost and



complete.

388.71 97.78 38008 97.70 0.00 97.70


23/38

8

Colour washing two coats

with approved exterior eulsion

two coatsincluding cost and



complete.

495.35 59.75 29597 59.70 0.00 59.70

9 Provision for Grill gate 8500

10Contigencies & other

unforeseen chargesLS 817

TOTAL 359300 69945.90 0.00 69945.90

359300.00 69945.90Difference = Difference =


24/38

M.F. Form No.83

P.U. Form No.55 Voucher No.

How executed Authority

Last Certificate granted for this if any Voucher No Month

Rate

Up to

date

Since last

CertificateRs P Up to date

Since last

Certificate

Rs P Rs P

0.00 0.00

Earthwork excavation in all

clauses of soils and depositing on

bank with initial lead and lift for

foundation as per ss20B

83.50 0.00 0.00

0.00 0.00

Cement concrete 1:4:8 mix using

40mm ISS HBG metal including

cost and conveyance of all matials

to site and all labour charges etc.,

complete.

2390.00 0.00 0.00

0.00 0.00

R.R. masonry in c.m.1:5 mix using

rough stones and bond stones

with simultaneous pointing

including cost and conveyance of

all materials to site and all labour


2256.00 0.00 0.00

0.00000 0.00000


including cost and conveyance of



57200.00 0.00 0.00

0.00 0.00

RCC 1:1.5:3 mix using 20mm ISS

HBG Metal including cost and

conveyance of all materials to site

and all labour charges etc.,

complete.

4504.00 0.00 0.00

Esrimate amount : Rs.180000/-

CONTRACT CERTIFICATE

Quantity Executed or

Supplied

Per

Amount

Remarks

Name of Contractor :Thiru: A.JOHN BOSE

Construction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.

DESCRIPTION OF WORK


25/38

0.00 0.00


country bricks including cost and



complete.

3355.00 0.00 0.00

0.00 0.00

Plastering in cm 1:5 mix 12

mmthick including cost andconveyance of all materials to site


complete.

97.70 0.00 0.00

0.00 0.00

Colour washing two coats with

approved exterior eulsion two

coatsincluding cost and



complete.

59.70 0.00 0.00

Provision for Grill gate 0.00 0.00

Carry over the Page 0.00 0.00


26/38

FiguresWords

1 71.56

Earthwork excavation in all clauses of

soils and depositing on bank withinitial lead and lift for foundation as

per ss20B

cum

2 20.45

Cement concrete 1:4:8 mix using

40mm ISS HBG metal including cost

and conveyance of all matials to site


cum

3 58.39

R.R. masonry in c.m.1:5 mix using

rough stones and bond stones with

simultaneous pointing including cost

and conveyance of all materials to site


cum

4 0.48



materials to site and all labour charges

etc., complete.

cum

5 3.37

RCC 1:1.5:3 mix using 20mm ISS HBG

Metal including cost and conveyance of



cum

Rate in

TENDER SCHEDULEConstruction of compound wall at Pannaipatty PU Ele School in Eriyodu town panchayat.


Sl

No.

Probable

quantityDescription of work Unit


27/38

6 15.92


country bricks including cost and

conveyance of all materials to site and


cum

7 388.71

Plastering in cm 1:5 mix 12 mmthick


materials to site and all labour charges

etc., complete.

sqm

8 495.35

Colour washing two coats with

approved exterior eulsion two

coatsincluding cost and conveyance of



sqm


28/38

Up to dateSince last

CertificateUp to date

Since last

Certificate

1 2 3 4 5 6 7 8

Rs Rs Rs

Work was

Material work Chairman

Commissio

ner

Ps.

.---------

.---------

.--------- Chairman

Commissio

ner

Witness :

Head of Account

Chairman

Commission

er

Rs. Ps.

Station

Dated :20

Received Rs. (

.)n y as na paymen s se emen o a

demands.....Pa

Expenditure including this bill

Balance Available

Resolution NoDate.20

COMPLETION CERTIFICATE

Rs.

Allotment for the year

Office in - charege of work

CHECK MEASUREMENTS CERTIFICATE

Certificate that theduly check measured by me on

(date).

.

Balance Due.. .

Amount

Remarks

Brought forward

uan y xecu e or

Su lied

ITEMSRate Per


29/38

l


30/38

Sl.No Description of work L B D Qty

1

1 x 1 140.00 0.75 0.60 63.00


2

1 x 1 140.00 0.75 0.10 10.50


3

I Footing 1 x 1 140.00 0.60 0.23 19.32

II Footing 1 x 1 140.00 0.45 0.23 14.49

III Footing 1 x 1 140.00 0.38 0.45 23.94

D/F Gate -1 x 1 3.00 0.38 0.45 -0.51

57.24

4

LS 0.35

0.35

5

For plinth beam 1 x 1 140.00 0.23 0.11 3.54

3.54

6

DETAILED ESTIMATE

Construction of compound wall at Pannaipatty PU Ele School in Eriyodu

town panchayat.

Nos.

Earthwork excavation for foundation in all clauses of soils and subsoils to fulldepth as may be directed except in hard rock requiring blasting but inclusive of

shoring, struting and bailing out water wherever neccessary and refilling the sides

of foundation with excavated earth in layers of not more than 15cm thick well

rammed and consolidated and depositing the

Brick work in cm 1:5 mix using country bricks including all cost and conveyance of

all materials to site and all labour charges etc., complete.

Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including

watering whenever necessary and laid in layers not more than 15cm thick

compacting etc., complete complying with std. Specifications and as directed. Rate

for 10 cum.

R.R. masonry in c.m.1:5 mix for foundation and basement using rough stones and

bond stones with simultaneous pointing with same mortar including cost and

conveyance of all materials to site and all labour charges etc., complete.

Supply and fabrication of steel including cost and conveyance of all materials to

site and all labour charges etc., complete.

RCC 1:1.5:3 mix using 20mm ISS HBG Metal including cost and conveyance of all

materials to site and all labour charges etc., complete.


31/38

Brick on edge 1 x 2 140.00 0.075 0.11 2.31

Brick wall 1 x 1 140.00 0.11 1.35 20.79

Brick pillar 1 x 45 0.23 0.11 1.35 1.54

D/F Gate -1 x 1 3.00 0.11 1.35 -0.45

24.19

7

wall Sides 1 x 2 140.00 1.35 378.00

wall top 1 x 1 140.00 0.11 15.40

Pillaster top 1 x 45 0.23 0.11 1.14

Pillar sides 2 x 45 0.11 1.35 13.37

Brick on edge 1 x 2 140.00 0.20 56.00

463.90

wall Sides 1 x 2 140.00 1.35 378.00

wall top 1 x 1 140.00 0.11 15.40

Pillaster top 1 x 45 0.23 0.11 1.14

Pillar sides 2 x 45 0.11 1.35 13.37

Brick on edge 1 x 2 140.00 0.20 56.00

463.90

9 LS

10 LS

ASSISTANT ENGINEER

8

Provision for Grill gate

VEDASANDUR

plastering in cm 1:5 mix 12mm thick including all cost and conveyance etc

compelete.,

colour washing two coats with approved exterior emulsion paint

PANCHAYAT UNION

Contigencies & other unforeseen charges


32/38

cement 4700.00 Mangalore ridge

tiles/1000

23790.00

Mangalore tiles/1000 8295.00

Mangalore ceiling tiles 5000.00

steel 45600.00 Pressed

tiles(20x20x2cm) /1000

8710.00 40mm 742.00

bitumen 45100.00 pan tiles(23x8x

1.7cm)/1000

339.00 25mm 638.00

Emulsion 40500.00 Blasted soling stone 138.60 20mm 1034.00

Brick 3985.00 un blasted stone 84.70 12mm 958.00Brick jelly

(20mm)

550.00 C.W.reeper(50x25mm)/R

M

29.00 10mm 705.00 10-12MM

metal ISS832

Brick jelly

40mm

495.00 C.W.reeper(50x12mm)/R

M

21.10

rough stone 332.00 country wood planks 33030.00 6mm 478.00

bond stone 455.00 C.W.scantling (upto 4m) 28790.00

rough stone

(revetment)

288.00 U S Gravel 130.00 90mm&

75mm

293

328.00

KM stone 328.00 Well Gravel 107.80 63mm 423.00

Hectameter

stone

(0.9x0.15x0.15)

165.00 sand for mortor 110.00 53mm 514.00

slacked lime 869.00

sand for filling

110.00 45mm&

46.5mm

37.50mm

689

689703

shell lime 1180.00 Cuddappah slab 50mm

Tk

342.00 26.5mm&

25mm

665

665

22.40mm 965.00

stone lime 77.00 Cuddappah slab 38/40

Tk

330.00 13.2mm894.00

Mangalore tiles

AA

8295.00 Cuddappah slab 20/30

Tk

304.00 11.2mm608.00

Binding wire 48.00

6.7mm,

6mm,

5.60mm

4.75m

451

451

451

400

Mason 1 363 Road mazdoor 1 228 Fitter 1 322.00

Mason 2

except BW326

Road mazdoor 2206

Fitter 2300.00

Mazdoor 1 228 Head mazdoor 236 Painter 1 293.00

Mazdoor 2 206 Carpenter 1 355 Painter 2 271.00

Wodder

236

Carpenter 2

326

Fitter 1 ( For

pipe laying &

Barbending)

316.00

Mason II class 326

Refilling sand 13.00 JC scrub 2.15 For street 41.85

Refilling soil 14.70 JC light 2.35 Drain 62.78

laying of well

gravel

4.14 JC heavy 3.10 for foundation 83.70

including rolling 10.56 Juliflora with uprooting 3.45 Road 44.60

tack coat over BT 5.12 Juliflora without uprooting 2.65 Silt 35.00

over WBM 12.74 1 st lead 5.25

1 st lift 4.20

metal 3.15 Benching 1.75

Gravel 3.05 Centering

Charges

#REF!

WBM 259.24 sand 3.05 Ghat #REF!

WBM Patch work 77.86 mixing charges 43.35

BT patch 167.5 Grinding lime mortor ordinary 105.9

Picking 5.59

PC& SC 457.11

LABOUR

WORK

Hire &labour

jungle clearence earth work

Stacking

COST OF MATERIALS ,LABOUR &WORK 2013-2014

MATERIALS

ISS METAL

IRC METAL


33/38


34/38

31 145.60 209.90 177.50 237.70 294.35 131.70

32 149.70 215.80 182.50 244.40 302.70 135.40

33 153.80 221.70 187.50 251.10 311.05 139.10

34 157.90 227.60 192.50 257.80 319.40 142.80

35 162.00 233.50 197.50 264.50 327.75 146.50

36 166.10 239.40 202.50 271.20 336.10 150.2037 170.20 245.30 207.50 277.90 344.45 153.90

38 174.30 251.20 212.50 284.60 352.80 157.60

39 178.40 257.10 217.50 291.30 361.15 161.30

40 182.50 263.00 222.50 298.00 369.50 165.00

41 185.95 267.95 226.70 303.60 376.50 168.10

42 189.40 272.90 230.90 309.20 383.50 171.20

43 192.85 277.85 235.10 314.80 390.50 174.30

44 196.30 282.80 239.30 320.40 397.50 177.40

45 199.75 287.75 243.50 326.00 404.50 180.50

46 203.20 292.70 247.70 331.60 411.50 183.60

47 206.65 297.65 251.90 337.20 418.50 186.70

48 210.10 302.60 256.10 342.80 425.50 189.80

49 213.55 307.55 260.30 348.40 432.50 192.90

50 217.00 312.50 264.50 354.00 439.50 196.00

51 220.45 317.45 268.70 359.60 446.50 199.10

52 223.90 322.40 272.90 365.20 453.50 202.20

53 227.35 327.35 277.10 370.80 460.50 205.30

54 230.80 332.30 281.30 376.40 467.50 208.40

55 234.25 337.25 285.50 382.00 474.50 211.50

56 237.70 342.20 289.70 387.60 481.50 214.60

57 241.15 347.15 293.90 393.20 488.50 217.70

58 244.60 352.10 298.10 398.80 495.50 220.80

59 248.05 357.05 302.30 404.40 502.50 223.90

60 251.50 362.00 306.50 410.00 509.50 227.00

61 254.95 366.95 310.70 415.60 516.50 230.10

62 258.40 371.90 314.90 421.20 523.50 233.20

63 261.85 376.85 319.10 426.80 530.50 236.30

64 265.30 381.80 323.30 432.40 537.50 239.40

65 268.75 386.75 327.50 438.00 544.50 242.50

66 272.20 391.70 331.70 443.60 551.50 245.60

67 275.65 396.65 335.90 449.20 558.50 248.70

68 279.10 401.60 340.10 454.80 565.50 251.80

69 282.55 406.55 344.30 460.40 572.50 254.90

70 286.00 411.50 348.50 466.00 579.50 258.00


35/38

71 289.45 416.45 352.70 471.60 586.50 261.10

72 292.90 421.40 356.90 477.20 593.50 264.20

73 296.35 426.35 361.10 482.80 600.50 267.30

74 299.80 431.30 365.30 488.40 607.50 270.40

75 303.25 436.25 369.50 494.00 614.50 273.50

76 306.70 441.20 373.70 499.60 621.50 276.6077 310.15 446.15 377.90 505.20 628.50 279.70

78 313.60 451.10 382.10 510.80 635.50 282.80

79 317.05 456.05 386.30 516.40 642.50 285.90

80 320.50 461.00 390.50 522.00 649.50 289.00

81 323.60 465.50 394.25 527.05 655.80 291.85

82 326.70 470.00 398.00 532.10 662.10 294.70

83 329.80 474.50 401.75 537.15 668.40 297.55

84 332.90 479.00 405.50 542.20 674.70 300.40

85 336.00 483.50 409.25 547.25 681.00 303.25

86 339.10 488.00 413.00 552.30 687.30 306.10

87 342.20 492.50 416.75 557.35 693.60 308.95

88 345.30 497.00 420.50 562.40 699.90 311.80

89 348.40 501.50 424.25 567.45 706.20 314.65

90 351.50 506.00 428.00 572.50 712.50 317.50

91 354.60 510.50 431.75 577.55 718.80 320.35

92 357.70 515.00 435.50 582.60 725.10 323.20

93 360.80 519.50 439.25 587.65 731.40 326.05

94 363.90 524.00 443.00 592.70 737.70 328.90

95 367.00 528.50 446.75 597.75 744.00 331.75

96 370.10 533.00 450.50 602.80 750.30 334.60

97 373.20 537.50 454.25 607.85 756.60 337.45

98 376.30 542.00 458.00 612.90 762.90 340.30

99 379.40 546.50 461.75 617.95 769.20 343.15

100 382.50 551.00 465.50 623.00 775.50 346.00


36/38


37/38

1 :

2 :

3 :

4 :

5 :

6 :

7 :

8 :

9 :

10 :

11 :

12 :

13 :

14 :

15 :

:

:

16 :

17 :

18 :

QUESTIONARIE FORM

b) Subsiding contractor value

Is this are lowest schedule tender or percentage

tender

If it is schedule tender is comprative statement

enclosed?

Whether the lowest tender has remitted EMD, if

so give details

Date of Technical sanction

PANCHAYAT UNION WORKS

Name of the lowest tenderer and his percentage

value of tendered amount

Are the tender or offers are enclosed in orginal

Whether the lowest tenderer is a registered in

orginal

a) If so , his money limit

Classification of the road

Estimate value of contractor to putup tender

Date of tender calls and its results in full

Name of the contractor and their tenderpremium

Construction of compound wall at

Pannaipatty PU Ele School in Eriyodu town

DR No . SDN No . P.U.E.R.No

Date of DE (H) recommendation

Name of the scheme in which the above work

sanctioner it is? Or orginal work administrative

sanction accorded in G.O. Ms. No. etc.,

PERCENTAGE TENDER OR SCHDULE TENDER

Date of receipt of tender form P.U.C :

Date of receipt of tender form Assistant DWL

Engr

Name of the work

Estimate cost


38/38

Documents

Pannaipatty - Compound Wall