MPLADS 2013-14 Prof.P.J Kurien M.P-Construction of class room to Govt.L.P.S,Eraviperoor. in Eraviperoor Panchayat. Ward no.

DETAILED ESTIMATE

Qty Rate1 Earthwork excavation in ordinary soil and depositing the spoil on bank withinitial lead upto 50m and lift upto 1.5m including breaking clods, watering,ramming etc complete.. m3

a Column pit P1 2 1.5 1.5 1.2 5.4P2 6 1.2 1.2 1.2 10.368

b for verandah 1 8.4 0.6 0.5 2.52all round 1 24.8 0.6 0.5 7.44step 1 6.4 0.65 0.5 2.08

27.808deduction for column 6 1.2 0.6 0.5 2.16

2 1.5 0.6 0.5 0.93.06

say 25 m3 12632 RR masonry in c.m 1:8 for foundationfoundationall round 1 24.8 0.6 0.5 7.44verandah- 1 8.4 0.6 0.5 2.52steps 1 6.4 0.65 0.5 2.08basementall round 1 24.8 0.45 0.2 2.232verandah- 1 8.4 0.45 0.5 1.89

12deduction for columns 6 0.35 0.6 0.5 0.63

2 0.2 0.6 0.5 0.126 0.35 0.45 0.2 0.1892 0.2 0.45 0.2 0.036

total deduction 1say 11 m3 2871

3 Cement concrete 1:4:8 using 40mmbroken stone…..m3for levelling coursebut excluding reinforcement Footing P1 2 1.5 1.5 0.2 0.9

P2 6 1.2 1.2 0.2 1.7282.628

say 3 m3 4531

4 Cement concrete 1:2;4 using 20mmbroken stone for reinforced work..for foundation including all formwork ,watering ,curing etc complete but excluding reinforcement Footing P1 2 1.3 1.3 0.3 1.014

P2 6 1 1 0.3 1.8P1

2x0.4/3((1.3*1.3)+(0.4*0.65)+0.662 0.697

P2 6x0.4/3((1)+(0.4*0.55)+0.469) 1.354.861

say 4900 dm3 69.91

5 Cement concrete 1:2;4 using 20mmbroken stone for reinforced work.for plinth beam including all formwork ,watering ,curing etc complete but excluding reinforcement

1 24.8 0.2 0.3 1.4881500 dm3 76.88

6 Cement concrete 1:1.5;3 using 20mmbroken stone for reinforced work.

for column including all formwork ,watering ,curing etc complete but excluding reinforcementcolumn up to P.B P1 2 0.2 0.45 0.3 0.054

P2 6 0.2 0.35 0.3 0.126Up to bottom of beaP1 2 0.2 0.45 3.15 0.567

P2 6 0.2 0.35 3.25 1.3652.112 m3

say 2120 dm3 152.2

7 Cement concrete 1:1.5;3 using 20mmbroken stone for reinforced work.for beams including all formwork ,watering ,curing etc complete but excluding reinforcement

B1 1 24.8 0.2 0.3 1.488verandah 1 9.4 0.2 0.3 0.564B3 1 6.4 0.2 0.45 0.576lintel 1 24.8 0.2 0.15 0.744

1 9.4 0.2 0.15 0.2823.654

say 3700 dm3 138.628 Cement concrete 1:1.5:3 using 20mmbroken stone for reinforced work...…10dm3for slabs,shade including all formwork ,watering ,curing etc complete but excluding reinforcement

Roof 1 8.7 7 0.12 7.308shade 1 31.4 0.6 0.075 1.413

8.721say 8730 dm3 126.91

9 Reinforcement for R C.C works, bent ,tied and placed in position…qtl

4.9 m3 @ 50 kg/m3 2451.5 m3 @ 100 kg/m3 150

2.12 @ 150 kg/m3 3183.7 @ 120 kg/m3 444

8.73 @ 80 kg/m3 6981855.4

1900 kg 6339.4110 Brickwork in cement mortar 1:6 with solid blocks

for walls

main wall 1 24.8 0.2 3.6 17.856verandah 1 9.4 0.2 1.5 2.82pillar 3 0.6 0.2 2.1 0.756steps 1.404parapet 1 31.4 0.1 0.75 2.355

25.191deductionbeam 1 24.8 0.2 0.3 1.488

1 9.4 0.2 0.3 0.564lintel 1 9.4 0.2 0.15 0.282

1 24.8 0.2 0.15 0.744doors 1 1.2 2.1 0.2 0.504windows 6 1.2 1.5 0.2 2.16

5.74Net Qty 19.45

20 m3 3325

11 providing iron hold fast of size 450x32x5mmin cement concrete block 1:2:4

doors 1 4 4window 6 2 12

16 nos @ 80

12 Supplying and fitting in position Anjily wood planed andframed for doors and windows .doors

H 2 1.4 0.1 0.07 0.0196V 2 2.1 0.1 0.07 0.0294

WindowsH 6 2 1.4 0.1 0.07 0.1176V 6 3 1.5 0.1 0.07 0.189

0.3556SAY 360 dm3 696.75

13 Supplying and fitting in position Anjily wood fully panelled shutters to suit door frames……dm2

D1 1 2.05 1.15 2.3575236 dm2 353.11

14 door fittingsLS

15 Providing M.S rods to windows6 12 1.2 86.4

86.4x0.88=76.03kg say 77kg @ 5242.3

16 supplying and fixing fullypanelledshutter for windows. 6 1.2 1.5 10.8

say 11 m2 @ 353

17 Plastering with c.m 1:4 12mm thick one coatfor walls and steps

inside ro 1 24 3.6 86.4verandah 1 6.4 3.6 23.04

1 9 1.5 13.5brick pillar-vera 3 1.6 2.1 10.08

out side 3 6.4 3.6 69.12step 2 6.4 0.45 5.76parapet 1 31.4 1.6 50.24

258.14deductiondoor 1 1.2 2.1 2.52window 6 1.2 1.5 10.8

13.32less deduction 244.82

say 260 m2 @ 1818.5518 Plastering with c.m 1:3 12mm thick one coat

for ceiling,shade ,beams etcceiling 1 6 6 36

1 6 1.5 91 31.4 0.3 9.42

beam 1 6 0.9 5.4shade 1 31.4 1.275 40.035

99.855say 120 m2 @ 1864.75

19 pointing R.R in cm 1:4 1 31.4 0.5 15.7say 16 m2 @ 811

20 flooring with c.c 1:4:8,75mm thick plastered withcement mortar 1:3,12mm with out flush coat

1 6 6 36.0001 6.4 1.7 10.880

46.880say 50m2 @ 5263.08

21 flooring with ceramic tiles1 6.2 6.2 38

1 6.6 1.9 13steps 10

61 @ 728.6722 Finishing new cement plasterd walls with

cement water proof paintsay 380 m2 @ 564.2

23 Painting priming coat on new iron work say 17 m2 @ 243.4

24 Painting synthetic enamel paint on iron wo say 17 m2 @ 322.425 Painting priming coat on new wood work say 25 m2 @ 253.7526 Painting synthetic enamel paint on wood wo say 25 m2 @ 406.95

27 Dadoing the walls with C.M 1:3, 12mm thick withwhite tiles. 1 24 0.9 21.6

say 22 m2 @ 1225.2528 Electrification works LS29 Providing and fixing name board

TOTALTax and unfore seen items

GRAND TOTAL

MPLADS 2013-14 Prof.P.J Kurien M.P-Construction of class room to Govt.L.P.S,Eraviperoor.

Amount

/10m3 3126

/m3 31581

/m3 13593

/10dm3 34256

/10dm3 11532

/10dm3 32266

/10dm3 51289

/10dm3 110792

/qtl 120449

/m3 66500

each 1280

/10dm3 25083

/10dm2 8333

600

/qtl 4036

/10dm2 38830

/10m2 47,282

/10m2 22,377

/10m2 1,298

/10m2 26315

/m2 44449

/10m2 21440/10m2 414

/10m2 548/10m2 634/10m2 1017

/m2 2695650002500

753776.4746224

GRAND TOTAL 8,00,000.00

MPLADS 2013-14 Prof.P.J Kurien M.P-Construction of Pavilion for manava maithri chathaya Jelolsavam in AYROOR G.P

DETAILED ESTIMATE

1 2.61 10 3.5 0.35 12.25

(Avg)Say 12.5 m3 171.97 m3

2 2.8

etc complete..

1 30.2 1.1 0.8 26.576steps 1 11.1 2.2 0.8 19.536

1 2.35 2.2 0.8 4.13650.248

say 51 m3 174.05 m33 4.1.8 Cement concrete 1:4:8 using 40mmbroken stone…..m3

for levelling coursebut excluding reinforcementFoundn 1 30.2 1.1 0.2 6.644

1 11.1 2.2 0.2 4.8841 2.35 2.2 0.2 1.034

stage floor 1 9.1 5.1 0.075 3.4807516.04275

say 16.10 m3 4602.5 /m34 ObserveDR masonry for foundation

data1 30.2 1.1 0.6 19.932

steps 1 11.1 2.2 0.6 14.6521 2.35 2.2 0.6 3.102

lift up to 1.5m.

bank withclods, watering,ramming

37.686say 37.70 m3 1841 /m3

4 7.1.1

1 30.2 1.5 28.3125

steps 1 11 1.5 24.75

1 2 1.5 3.82556.8875

say 57.00 m3 4003.63 /m3

5 Brickwork in cement mortar 1:6 with solid blocks of size 30x20x15 cmfor pillars

27 0.3 0.2 1.2 1.9442.00 m3 4991.8 /m3

6 13.5.2 Plastering with c.m 1:6 15mm thick one coaton sides of RR masonrysteps 1 (2+1)/2 1.5 2.25

1 2 1.5 31 11 1.5 16.52 (2.25+0.3)/2 1.5 3.825

stage 1 32 1.5 4873.575

say 74 m2 193.4 /m27 13.4.1 Plastering with c.m 1:4 12mm thick one coat

for pillars and top of RR Masonry for steps27 1 1.2 32.427 0.2 0.3 1.621 2.25 2 4.5

cement concrete 1:6:12 up to plinth level with cement mortar 1:6

(0.75+0.50)/2(2.00+1.00)/2(2.25+0.30)/2

observed data

1 11 2 2260.52

say 61 m2 @ 180.61 /m28 2.25

1 (9.1+8.5)/2 (5.10+4.5 1.425 60.192say 61 m3 @ 119.17 /m3

9 10.26125 kg @ 123.43 /kg

10 11.3 flooring with c.c 1:2:4,40mm thick using 20mm broken stones finished witha floating coat of neat cement

1 10 6 60say 60 m2 @ 371.9 /m2

11 13.37. white washing with lime to give an even shade for new work(three or more coats) 135 16.85 /m2

12 13.52. Painting epoxy paint on steel work say 25 m2 @ 128.9 /m213 Providing and fixing name board

TOTALTax and unfore seen items

GRAND TOTAL

up to 50m and lift upto 1.5m

of approved steel primer.

m2 @

2150

8877

74100

69406

228207

9984

14312

11,017

7,269

15,429

22314

2275

32233000

471561.628438

500000

MPLADS 2013-14 Prof.P.J Kurien M.P-Construction of class room to St.Behanans HSS in Puramattam G.P

DETAILED ESTIMATE

Qty Rate1 2.8.1 Earthwork excavation in ordinary soil and depositing the spoil on bank with

initial lead upto 50m and lift upto 1.5m including breaking clods, watering,ramming etc complete.. m3

Column pitP1 8 1.5 1.5 1.2 21.6P2 7 1.2 1.2 1 10.08

for verandah 1 16 0.5 0.45 3.6all round 1 24.8 0.5 0.45 5.58step 1 8.1 0.65 0.3 1.5795

42.4395deduction for column 8 1.5 0.6 0.5 3.6

7 1.2 0.6 0.5 2.526.12

say 36 m3 174.052 7.1.1

foundationall round 1 24.8 0.5 0.45 5.58verandah- 1 16.2 0.5 0.45 3.645steps 1 8.1 0.65 0.3 1.580basementall round 1 24.8 0.45 0.2 2.232verandah- 1 16.75 0.45 0.2 1.508

14.54deduction for columns 8 0.23 0.4 0.5 0.368

7 0.23 0.23 0.5 0.18515

cement concrete 1:6:12 up to plinth level with cement mortar 1:6

8 0.23 0.4 0.2 0.14727 0.23 0.23 0.2 0.07406

total deduction 0.77net quant 13.77 say 14.00 m3 4003.63

3 4.1.8 Cement concrete 1:4:8 using 40mmbroken stone…..m3for levelling course

Footing P1 8 1.5 1.5 0.15 2.70P2 7 1.2 1.2 0.15 1.51steps 1 8.1 0.65 0.1 0.53

4.74say 4.8 m3 4602.5

4 5.1.2 Cement concrete 1:1.5:3 using 20mmbroken stone for reinforced work..below plinth level excluding all formwork ,watering ,curing etc complete but excluding reinforcement Footing P1 8 1.3 1.3 0.3 4.056

P2 7 1 1 0.3 2.18x0.4/3((1.3*1.3)+(0.35*0.50)+0.662) 0.697

P2 7x0.4/3((1)+(0.35*0.35)+0.469) 1.125plinth bearoom 1 24.8 0.2 0.3 1.488

verandah 1 16.75 0.2 0.3 1.005column below plinth P1 8 0.23 0.4 0.50 0.368

P2 7 0.23 0.23 0.30 0.1110910.95009 m3

say 11 m3 6517.855 5.9.1

footing8 4 1.3 0.3 12.487 4 1 0.3 8.4

say 20.88 m2 218.816 5.9.5

form for

form for

plinthbeam 2 24.8 0.3 14.882 16.75 0.3 10.05

24.93say 25 m2 363.67

7 5.9.6column below PB 8 1.26 0.5 5.04

7 0.92 0.5 3.22column abovePB 8 1.26 3.15 31.75

7 0.92 3.15 20.2960.30

say 60.5 m2 496.568

Beams 1 24.8 0.8 19.841 18.2 0.8 14.566 1.5 0.8 7.206 0.2 0.3 0.361 6.4 1.1 7.042 24.8 0.15 7.44

56.44say 56.50 m2 363.7

9 5.2.2 Cement concrete 1:1.5;3 using 20mmbroken stone for reinforced work.for column including all formwork ,watering ,curing etc complete but excluding reinforcement

Up to bottom of beam P1 8 0.23 0.4 3.15 2.3184P2 7 0.041 3.15 0.90405

3.22245 m3say 3.3 m3 7418.2

10 5.3 Reinforced cement concrete work in beams up to floorfive level, excluding the cost of centering, shuttering, finishing andreinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

form for

form for

aggregate 20 mm nominal size). B1 1 24.8 0.2 0.3 1.488verandah 1 18.2 0.2 0.3 1.092

6 1.5 0.2 0.3 0.54B3 1 6.4 0.2 0.45 0.576lintel 1 24.8 0.2 0.15 0.744

4.44

say 4.5 m3 7169.2511 5.2.1 Cement concrete 1:1.5:3 using 20mmbroken stone for reinforced work...…10dm3

modified for slabs,shade including all formwork ,watering ,curing etc complete but excluding reinforcement

Roof 1 8.5 8.8 0.12 8.976shade 1 16.55 0.8 0.075 0.993

9.97say 10 m3 6517.85

12 5.22.6 Reinforcement for R C.C works, bent ,tied and placed in position…qtl

7.978 m3 @ 50 kg/m3 398.9010 m3 @ 80 kg/m3 800.00

4.053 @ 150 kg/m3 607.954.5 @ 120 kg/m3 540.00

2.493 @ 80 kg/m3 199.442546.29

2550 kg 78.1

13 Brickwork in cement mortar 1:6 with solid blocks of size 30x20x15 cmfor walls

main wall 1 24.8 0.2 3.6 17.86verandah 1 18.2 0.2 1.5 5.46

observed data

parapet 1 31.6 0.15 0.75 3.56steps 1 7.9 0.6 0.15 0.71

1 7.9 0.3 0.15 0.3627.94

deductionbeam 1 24.8 0.2 0.3 1.49column 8 0.23 0.4 3.15 2.32

7 0.23 0.23 1.5 0.56lintel 1 24.8 0.2 0.15 0.74doors 1 1.2 2 0.2 0.48windows 5 1.5 1.5 0.2 2.25

7.84Net Qty 20.10

21.00 m3 4686.8214 9.53 providing iron hold fast of size 450x32x5mm

in cement concrete block 1:2:4doors 1 4 4window 5 2 10

14 @ 129.35

15 Supplying and fitting in position Anjil planed andframed for doors and windows .doors

H 2 1.4 0.1 0.07 0.0196V 2 2.1 0.1 0.07 0.0294

WindowsH 5 2 1.4 0.1 0.07 0.098V 5 3 1.5 0.1 0.07 0.1575

0.3045SAY 0.31 m3 622.41

16 Supplying and fixing panelled shutters for doors including ISI markedMS pressed butt hinges bright finished of necessary screws.

door D1 1 1.2 2 2.4windows

2.4 m2 1806.35q Supplying and fixing panelling in shutters for doors and windows

doors 4 0.3 0.55 0.662 0.3 0.27 0.162

0.822say 0.85 m2 1422

18 9.79.7.7.1 4mm thick float glass pane 5x3x2 0.55 0.34 5.61

say 5.61 1289.07

19 9.48.25 14 1.5 1055 6 1.5 45

150175x0.88 154 kg 130.24

20door handle 125mm 2 each 78.59

21 1 each 427.2122 providing and fixing65mm 7 lever best quality padlock 1 each 201

23 14.35.3200mm 5 3 15 each 91.37

24 14.35.3100mm 5x3 2 30 each 75

providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for windows-shutters 25mm to 40mm thick.

providing and fixing MS grills of required pattern in frames of windows with ms round bars including priming coat of approved steel primer.

providing and fixing aluminium handle ISI marked ,anodised ,transparent or dyed to required colour with necessary screws etc.complete.

providing and fixing brass aldrop of 200x16mm ISI marked with necessary chromium plated brass screws

Providing and fixing bright finished brass hard drawn hooks and eyes, accessories and screws etc. complete.

eyes, accessories and screws etc. complete.

25 9.97.4door 1 4 4 each 73.66

26 13.4.1 Plastering with c.m 1:4 12mm thick one coatfor walls and steps

inside ro 1 24 3.6 86.4outside 4 6.4 3.6 92.16verandah 2x2 7.9 1.5 47.4

brick pillar-veranda 7 1.2 2.1 17.64step 1 7.9 0.6 4.74

1 7.9 0.3 2.37parapet 1 31.6 1.6 50.56

301.27deductiondoor 1 1.2 2.1 2.52window 4 1.5 1.5 9

11.52less deduction 289.75

say 300 m2 @ 180.6127 13.7.1 Plastering with c.m 1:3 12mm thick one coat

for ceiling,shade ,beams etcceiling 1 6 6 36verandah 1 7.9 1.5 11.85

1 6.4 1.5 9.6roof proj 1 31.4 0.3 9.42

backsideverandh 1 7.9 1.2 9.48beam 1 6 1.1 6.6

verandah beams 6 1.5 0.8 7.2shade 1 31.6 1.275 40.29

130.44say 135 m2 @ 225.63

Providing and fixing aluminium tower bolt(150x10),ISI marked ,anodised with necessary screws etc. complete.

28 13.9.1 plastering with cement mortar 1:4 12mm thick one coat for roof top

roof 1 9.7 8.8 85.36shade 1 12.8 0.6 7.68

93.04say 95 m2 @ 235.49

29 13.33 pointing R.R masonry in cm 1:3flush pointing 1 15.8 0.5 7.9

say 8 m2 @ 161.8230 5.9.3

slab 1 8.5 8.8 74.81 16.55 0.8 13.24

88.04say 90 m2 @ 436.46

31 11.3floating coat of neat cement

1 6 6 36.0001 7.9 1.5 11.8501 6.4 1.5 9.600

57.450say 58 m2 @ 371.9

32 providing 0.075m dia PVC pipe for flowing rainwater from roof 2m @ 14133 13.37.1 white washing with lime to give an even shade for new work

(three or more coats) for walls and ceiling and roof top. 535 16.85

34 13.85.2 Painting priming coat on new iron work say 25 m2 @ 243.4

35 13.52.1 Painting epoxy paint on steel work say 25 m2 @ 128.936 13.5 Painting priming coat on new wood work say 26 m2 @ 36.137 13.61 Painting synthetic enamel paint on wood work say 26 m2 @ 74.0238 Providing and fixing inauguration stone

form for

flooring with c.c 1:2:4 ,40mm thick using 20mm broken stones finished with a

m2 @

TOTALTax and unfore seen items

GRAND TOTAL

Amount

m3 6321

/m3 56051

/m3 22092

m3 71696

m2 4569

m2 9092

m2 30042

m2 20549

/m3 24480

/m3 32262

/m3 65179

/kg 199155

/m3 98423

each 1810.9

/10dm3 19294

/m2 4335

/m2 1209

/m2 7232

/kg 20057

157.18

427.21201

1371

2250

295

/m2 54,183

/m2 30,460

/m2 22,372

/m2 1,295

/m2 39,281

/m2 21384

/m 282

/m2 9015

/m2 6085

/m2 3223/m2 939/m2 1925

5000

893991.153639

GRAND TOTAL 947630.5

NCFR WORK-2013-14 -KUNDETHUKALA-MANIATTUPADY ROAD IN WARD- OF KOIPURAM GRAMAPANCHAYAT

DETAILED ESTIMATE

12.31

1 52 5 260 m2 680.34

2

2.6culvert 1 4 5.3 0.7 14.84

(Avg)road 1 52 3 0.9 140.4

155.24

Say 156 m3 171.973 2.8.1 Earthwork excavation in ordinary soil and depositing the spoil on bank with

initial lead upto 50m and lift upto 1.5m including breaking clods, watering,ramming etc complete.. m3

protection wall 1 3.5 0.75 0.6 1.575protection wall 2 20 0.75 0.6 18

19.575say 20.00 m3 174.05

4 Observedrough stone dry packing for foundation1 4 5.3 0.5 10.6

clearing jungle including uprooting of rank vegetation,,grass, bush wood, trees and saplings of girth up to 30cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50m out side the

periphery of area cleared.

Earth work in excavation by mechanical/manual means over areas ( exceeding 30 cm in depth ,1.5m in width aswell as 10 sqm on plan) including disposal of excavated

earth lead up to 50m and lift up to 1.5m.

say 11 m3 1789.91

5 DRmasonry for foundation1 3.5 0.75 0.6 1.5752 20 0.75 0.6 18

19.575say 20.00 m3 1841

5 4.1.8 Cement concrete 1:3:6 using 40mmbroken stone…..m3for levelling coursebut excluding reinforcementFoundn 1 4 5.3 0.2 4.24

say 4.30 m3 5175.25

6 7.1.1

2 4 1.55 8.68

4 1 5.39 `side protection for road 1 52 1 28.6

1 3.5 1 1.9252 20 1 22

66.595say 67.00 m3 4003.63

7 5.9.5Beams 4 4 0.25 4.00

say 4.00 m2 363.68

RR masonry with hard stone in plinth including levelling up with cement concrete 1:6:12 up to plinth level with cement

mortar 1:6

2

(0.90+0.50)/2

(2.30+1.55)/2

222

of form for

8

5.2.1bed block 2 4 0.5 0.25 1

slab 1 4 2.5 0.2 2parapet 2 3 0.075 0.8 0.36

3.36say 3.40 m3 6517.85

9 5.22.6 Reinforcement for R C.C works, bent ,tied and placed in position…qtl

3.4 m3 @ 120 kg/m3 408.004.3 @ 40 kg/m3 172.00

580.00580 kg 78.1

10 13.4.1 Plastering with c.m 1:4 12mm thick one coat

on slab 1 4 2.5 10bottom 1 4 1.5 6parapet 2 3 2.075 12.45

28.45say 30 180.61

12 13.4.1 Plastering with c.m 1:4 15mm thick one coat ontop of RR workside protection 1 52 0.5 26

walls 4 1 0.5 21 3.5 0.5 1.752 20 0.5 20

49.75say 50 m2 209.66

providing and laying in position reinforced cement concrete using graded hard granite stone aggrgate 20mm nominal size obtained from

approved quarry including mechanical mixing vibrating compaction,finishing,curing complete all aspper specifications but excluding the cost of formwork and steel reinforcement.mixratio is

1:1.5:3 for up to floor five level in beams ,suspended floors ,roofs etc. .

11 5.9.3centering and shuttering including strutting ,propping etc. and removal of form for slab 1 4 2.5 10sides 2 4 0.2 1.6

2 2.5 0.2 112.6

say 13 m2 @ 436.4612 11.3

floating coat of neat cement1 4 1.5 6.0

say 6 m2 @ 371.913 Providing and fixing name board

TOTALTax and unfore seen items

GRAND TOTAL

with a

NCFR WORK-2013-14 -KUNDETHUKALA-MANIATTUPADY ROAD IN WARD- OF KOIPURAM GRAMAPANCHAYAT

/100m2 1769

m3 26827

m3 3481

M3 19689

/m3 36820

/m3 22254

=

/m3 268243

m2 1455

/m3 22161

/kg 45298

/m2 5,418

/m2 10,483

/m2 5,674

/m2 22313000

473034.226966

GRAND TOTAL 500000