thapa danda school final(sept).xlsx

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ocat on : a ra as, at man u

No. of Storey : 3

S.N. Items Unit Nos Length Total Length Breadth Height Quantity Unit Rate Total Amou

1

Site Clearance and necessary arrangement for

Works L.S. 1.000 1000.00 10

2 Wire Mesh jacketing

2.1

Scrappingof strong mortared plaster that can not be

easily remove by hand tools without additional

hammering, raking joint upto 10mm surface

dressing etc.

Back 1 15.345 7.622 116.955

Sides 2 9.070 7.622 138.264

Front Face 2 4.216 7.622 64.275

2 4.930 7.622 75.151

1 6.912 7.622 52.680

447.325

Deduction for Openings

D1 12 1.220 2.134 -31.231

W8 22 1.829 1.220 -49.078

W9 3 1.220 1.220 -4.462

-84.771

Sq.m Total 362.554 175.09 634

2.2

Drillingfor anchor in masonary wall upto depth of

150mm, hole of diameter 16mm@ 450c/c

staggered and filling the holes by cement slurry

with 4.75mm dia anchor wires 1 133.333 13.000 1733.333

Deduction for openings -333.333 Nos 1400.000 49.32 690

Type of Building : Load Bearing Wall, RCC Roof

Ministry of Education

Department of Education

Sanothimi, Bhaktapur

Seismic Vulnerability Assessment and Retrofit Design of School Building in KathmanduDistrict

Name of the Schoo l: Thapadanda Lower Secondary School



2.3 4.75mm∅ @150 mm c/c both way Torsteel Mesh

Back 1 15.345 7.622 116.955

Sides 2 9.070 7.622 138.264

Front Face 2 4.216 7.622 64.275

2 4.930 7.622 75.151

1 6.912 7.622 52.680

447.325


D1 12 1.220 2.134 -31.231

W8 22 1.829 1.220 -49.078

W9 3 1.220 1.220 -4.462

-84.771

Sq.m 362.554 274.27

2.4

50mm th. micro concreting in 1:1.5:3 (25mm th

outer coat over 25mm th first coat)

Back 1 15.345 0.050 7.622 116.955

Sides 2 9.070 0.050 7.622 138.264

Front Face 2 4.216 0.050 7.622 64.2752 4.930 0.050 7.622 75.151

1 6.912 0.050 7.622 52.680

447.325


D1 12 1.220 2.134 -31.231

W8 22 1.829 1.220 -49.078

W9 3 1.220 1.220 -4.462

-84.771

Sq.m Total 362.554 752.39 2

2.5 12.5 mm thk. Leveling plaster coat in 1:3 C/S

Back 1 15.345 7.622 116.955

Sides 2 9.070 7.622 138.264

Front Face 2 4.216 7.622 64.275

2 4.930 7.622 75.1511 6.912 7.622 52.680

447.325




D1 12 1.220 2.134 -31.231

W8 22 1.829 1.220 -49.078

W9 3 1.220 1.220 -4.462

-84.771

Sq.m Total 362.554 268.26

2.6

Two coat of weather coat paints over one coat of

primer

Back 1 15.345 7.622 116.955

Sides 2 9.070 7.622 138.264

Front Face 2 4.216 7.622 64.275

2 4.930 7.622 75.151

1 6.912 7.622 52.680

447.325


D1 12 1.220 2.134 -31.231

W8 22 1.829 1.220 -49.078

W9 3 1.220 1.220 -4.462

-84.771

Sq.m Total 362.554 194.12

3

Construction of vertical/Horizontal Bands Ground

Floor

3.1

Scrappingof strong mortared plaster that con not be

easily remove by hand tools without additional

hammering, raking joint upto 10mm surface

dressing etc.

Ground Floor

Grid A-A(Inner Side) 2 3.506 7.012

Grid B-B(Front Side) 2 3.506 7.012

Grid B-B(Back Side) 2 5.335 10.671

1 3.253 3.253

Grid C-C( Inner Side) 2 5.335 10.671

1 3.253 3.253

Grid 1-1(Inner Side) 1 4.573 4.573

1 3.430 3.430

Grid 2-2(Inner Side) 1 4.573 4.573

Grid 3-3(Both Side) 2 3.430 6.860

Grid 4-4(Both Side) 2 3.430 6.860



Grid 5-5(Inner Side) 1 4.573 4.573

Grid 6-6(Inner Side) 1 4.573 4.573

1 3.430 3.430

80.744 2.363 190.782

Deduction for Voids & Openings

D1 5 1.220 2.134 -13.013

W8 9 1.829 1.220 -20.077

W9 1 1.220 1.220 -1.487

Voids Grid C-C Inner Face 4 0.863 1.220 -4.209

Grid B-B(Back Side) 2 2.668 1.220 -6.507

Grid B-B(Front Side) 2 1.829 1.220 -4.462

Grid A-A(Inner Side) 2 1.829 1.220 -4.462

Grid 1-1(Inner Side) 2 0.610 1.220 -1.487

Grid 6-6(Inner Side) 2 0.610 1.220 -1.487

Grid 3-3(Both Side) 2 2.692 1.500 -8.076

Grid 4-4(Both Side) 2 2.692 1.500 -8.076

Grid 2-2(Inner Side) 2 1.829 1.220 -4.462

Grid 5-5(Inner Side) 2 1.829 1.220 -4.462

-82.266

Total 108.516

First Floor

Grid A-A(Inner Side) 2 3.759 7.518

Grid B-B(Front Side) 2 3.759 7.518

Grid B-B(Back Side) 2 5.588 11.177

1 3.253 3.253


1 3.253 3.253

Grid 1-1(Inner Side) 1 4.750 4.750

1 3.683 3.683

Grid 2-2(Inner Side) 1 4.750 4.750

Grid 3-3(Both Side) 2 3.683 7.366

Grid 4-4(Both Side) 2 3.683 7.366

Grid 5-5(Inner Side) 1 4.750 4.750

Grid 6-6(Inner Side) 1 4.750 4.750

1 3.683 3.683

84.994 2.363 200.824


D1 5 1.220 2.134 -13.013



W8 9 1.829 1.220 -20.077

W9 1 1.220 1.220 -1.487


Grid B-B(Back Side) 2 2.668 1.220 -6.507

Grid B-B(Front Side) 2 1.829 1.220 -4.462

Grid A-A(Inner Side) 2 1.829 1.220 -4.462

Grid 1-1(Inner Side) 2 0.610 1.220 -1.487

Grid 6-6(Inner Side) 2 0.610 1.220 -1.487

Grid 3-3(Both Side) 2 2.692 1.500 -8.076

Grid 4-4(Both Side) 2 2.692 1.500 -8.076

Grid 2-2(Inner Side) 2 1.829 1.220 -4.462

Grid 5-5(Inner Side) 2 1.829 1.220 -4.462

-82.891

Total 117.933

Second Floor

Grid B-B( Inner Side) 1 14.887 14.887


Grid 1-1(Inner Side) 1 3.683 3.683

Grid 6-6(Inner Side) 1 3.683 3.683

37.140 2.744 101.909


D1 2 1.220 2.134 -5.205

W8 3 1.829 1.220 -6.692

W9 1 1.220 1.220 -1.487


Grid B-B(Back Side) 2 2.668 1.220 -6.507

-24.725

Total 77.184

Grand Total (G.F.+F.F.+S.F.) Sq.m 303.633 175.09

3.2

Drilling for anchorage in masonary wall upto

depth of 150 mm hole of diameter 16mm @450

mmc/c staggered and filling the holes by cement

slurry with 4.75mm dia anchor wires

5 nos holes/m2 Sq. m 1518 49.32

3.3 Drilling works in Slab for Vertical Bands Cub.m 84 0.300 0.150 0.120 0.454 4743.75

3.4

50mm th. micro concreting in 1:1.5:3 (25mm th

outer coat over 25mm th first coat)



Sq.m 303.633 303.633 752.39 2

3.5 8mm dia Bars for Bands

5 nos bars/band Ground Floor Vertical Bands 62 2.363 146.494 5.000 0.395 289.371

5 nos bars/band First Floor Vertical Bands 62 2.515 155.945 5.000 0.395 308.040

5 nos bars/band Second Floor Vertical Bands 22 2.744 60.366 5.000 0.395 119.241

5 nos bars/band Ground Floor Horizontal Bands 4 80.744 322.976 5.000 0.395 637.977

5 nos bars/bandFirst Floor Horizontal Bands 4 84.994 339.976 5.000 0.395 671.557

5 nos bars/band Second Floor Horizontal Bands 4 37.140 148.561 5.000 0.395 293.454

1174.317 1602.987

10% for bending, binding, laps,wastage, etc 160.299

Kg 1763.286 111.06 1

3.6 4.75mm dia Stirrups @ 150 c/c

7850 0.600 0.139 655.984

655.984

10% for bending, binding, laps,wastage, etc 65.598

721.582 111.06

3.7 12.5 mm thk. Leveling plaster coat in 1:3 C/S

Sq.m 303.633 268.21

3.8 Two coat of distemper over one coat of primer

Sq.m 303.633 106.30

3.9

PCC 1:1.5:3 work concrete pocket for anchoring

Vertical Bands Cub.m 84 0.600 0.400 0.075 1.512 11245.12

4 Two coat of white wash on Ceiling Surface

Ground Floor 2 5.335 3.430 36.599

1 3.253 3.430 11.158

2 4.573 3.506 32.068

1 6.988 1.372 9.587

First Floor 2 5.588 3.683 41.163

1 3.253 3.683 11.9812 4.750 3.759 35.712

1 6.988 1.372 9.587



187.855 22.43

5 Steel Section Beam support for front Truss

5.1 Dismantling of RCC Beam & Masonary Wall

Nos 48 0.450 0.150 0.150 0.486 4743.75

Sub Total

Contengency @ 5% Sub Total

Total

Vat 13% of Total

Grand Total including Contengency, Contractors

Overhead and VAT



Location : Bhadrabas, Kathmandu

Type of Building : Load Bearing Wall, RCC Roof No. of Story : 3 (Three)

S.N. Items Unit Quantity Unit Rate Total Amount Remarks

1.1 Site Clearance and necessary arrangement for Works Ls 1.00 10000.00 10000.00

1.2

Earth Work in Excavation for construction of beam below

existing Ground level Outer Side Cub.m 29.94 355.35 10638.55

1.3

Demolition of existing floor and excavation of earth and

disposing upto 30 meters Inner Side Cub.m 41.06 355.35 14590.48

1.4 PCC (1:1.5:3) (M20) Work for beam Cub.m 12.12 11245.12 136288.90

1.5 Formwork for beam Sq.m 80.80 798.29 64500.91

1.6 Reinforcement bar for Beam Kg 1485.02 111.06 164926.692.1 Earth Filling in Compaction Cub.m 58.88 579.59 34125.02

2.2 Flat Brick soling works Sq.m 105.14 496.48 52200.33

2.3 PCC 1:2:4 for floor Cub.m 8.71 8547.40 74453.29

2.4 20 mm thick Screeding Works in 1:4 C/S Sq.m 91.43 310.76 28411.80

2.5 3mm thick cement Puning in 1:1 C/S Sq.m 91.43 163.69 14965.66

3.1 #REF! Cub.m #REF! #REF! #REF!

3.2 #REF! Cub.m #REF! #REF! #REF!

3.3 #REF! Sq.m #REF! #REF! #REF!

3.4 #REF! Sq.m #REF! #REF! #REF!

4 Wire Mesh jacketing

4.1

Scrappingof strong mortared plaster that can not be easily

remove by hand tools without additional hammering, raking

joint upto 10mm surface dressing etc. Sq.m 362.55 175.09 63479.56

4.2

Drillingfor anchor in masonary wall upto depth of 150mm,

hole of diameter 16mm@ 450c/c staggered and filling the

holes by cement slurry with 4.75mm dia anchor wires Nos 1400.00 49.32 69048.02

4.3 4.75mm∅@150 mm c/c both way Torsteel Mesh Kg 0.00 274.27 0.00

4.4

50mm th. micro concreting in 1:1.5:3 (25mm th outer coat

over 25mm th first coat) Sq.m 362.55 752.39 272781.94

4.5 12.5 mm thk. Leveling plaster coat in 1:3 C/S Sq.m 362.55 268.26 97258.71

4.6 Two coat of weather coat paints over one coat of primer Sq.m 362.55 194.12 70378.97

5 Construction of vertical/Horizontal Bands Ground Floor

5.1

Scrappingof strong mortared plaster that con not be easily

remove by hand tools without additional hammering, raking

joint upto 10mm surface dressing etc. nos 304 175.09 53163.12

5.2

Drilling for anchorage in masonary wall upto depth of 150

mm hole of diameter 16mm @450 mmc/c staggered and

filling the holes by cement slurry with 4.75mm dia anchor

wires Sq.m 1518 49.32 74875.92

5.3 Drilling works in Slab for Vertical Bands nos 0 4743.75 2151.77

Seismic Vulnerability Assessment and Retrofit Design of School Building in KathmanduDistrict

Ministry of Education

Department of Education

Sanothimi, Bhaktapur

Name of the School: Thapadanda Lower Secondary School



5.4

50mm th. micro concreting in 1:1.5:3 (25mm th outer coat

over 25mm th first coat) Sq.m 303.63 752.39 228450.50

5.5 8mm dia Bars for Bands Kg 1763.29 111.06 195830.52

5.6 4.75mm dia Stirrups @ 150 c/c Sq.m 721.58 111.06 80138.92

5.7 12.5 mm thk. Leveling plaster coat in 1:3 C/S Sq.m 303.63 268.21 81437.43

5.8 Two coat of distemper over one coat of primer Sq.m 303.63 106.30 32276.20

5.9

PCC 1:1.5:3 work concrete pocket for anchoring Vertical

Bands Sq.m 1.51 11245.12 17002.62

6 Two coat of white wash on Ceiling Surface Sq.m 187.85 22.43 4213.587 Steel Section Beam support for front Truss

7 Dismantling of RCC Beam & Masonary Wall nos 0.49 4743.75 2305.46

1

ISLC150 Section Both Sides anchorage in wall and Welded in

both ends all complete Kg 1441.13 117.50 169332.86

7 ISA 50mmX50mmX4mm For Cross tie of Truss all complete Kg 148.38 117.50 17435.14

7.2

Steel I- Beam support for Slab deflection Control with 4mm

angle Plates, 10mm Bolt & Anchor rod weld with Plate and

RCC Beam all complete Kg 519.02 117.50 60984.74

7.3 Two Coat Of Enamel Paints Sq.m 2004.67 184.65 370161.40

Sub Total #REF!

Contengency @5% & 15% Overhead of Sub Total #REF!

Total #REF!Vat 13% of Total #REF!

#REF!



Rate in NRS 750.00 1,764.00 400.00

Cement River Sand Back fillign soil

Bag Cum Cum

1.00 Earthwork

1.01 Earthwork in Excavation Cum

1.02 Gravel mixed earth excavation Cum1.03 Earthwork in backfilling with supply of soil Cum 1.05

1.04 Sand Filling Cum 1.10

1.05 Sand 40% and Gravel 60% filling Cum 0.44

2.00 Brickwork

2.01 Brick on edge soling Sqm 0.07

2.02 One layer flat brick soling Sqm 0.07

2.03 Brickwork in Foundation 1:4 Cum 2.00 0.28

2.04 Brickwork in Foundation 1:6 Cum 1.40 0.30

2.05 Chimney brickwork in superstructure 1:6 Cum 1.40 0.30



2.08 Chinese brickwork in superstructure 1:4 Cum 2.00 0.28

3.00 Lean Concrete

3.01 PCC in 1:3:6 Cum 4.40 0.47

3.02 PCC in 1:4:8 Cum 3.40 0.47

3.03 DPC in 1:2:4 Cum 6.40 0.45

4.00 Flooring and Plaster works

4.01 Course sand filling Cum 1.1004.02 25mm PCC (1:2:4) Sqm 0.260 0.018

4.03 40mm PCC (1:2:4) Sqm 0.340 0.023

4.04 75mm PCC (1:2:4) Sqm 0.520 0.034

4.05 Hard Core filling Cum

4.06 12mm thick plaster in 1:6 Sqm 0.076 0.016





4.10 3mm thick punning in 1:1 Sqm 0.106 0.050

4.11 25mm thick flagstone on 12.5mm thk plaster in 1:4 Sqm 0.0060 0.0165

5.00 RCC Works

5.01 P.C.C. M15 (1:2:4) Cum 6.00 0.45

5.02 P.C.C. M20 (1:1.5:3) Cum 8.00 0.43

5.03 P.C.C. M25 (1:1:2) Cum 8.50 0.43

5.04

12mm thk plywood Formwork (can use upto 3 times)

Sqm

S.NO.Particulars Unit



5.05 Torsteel reinforcement bars Kgs



2,293.20 10.50 15.00 77.00 90.00 710.16 1,076.00 1,540 99

Aggregate Local Brick Chimney Brick Reinfrmnt B. Wire 12mm W.plywd Flagstone Metal props Nails

Cum Nos Nos Kgs Kg Sqm Sqm Nos Kgs

0.66

75.00

42.00

530.00

530.00

560.00

560.00

560.00

530.00

0.89

0.89

0.85

0.04

0.05

0.07

1.10

0.89

0.86

0.85

0.2475 0.0722 0.3651

RATE ANALYSIS WITHOUT VAT



1.05 0.01



24,696 2,205 Net Total 600 400 400 Net Total

Sallo bit Brick bats Material S. Worker Labor Helper Labor T & P Scafold

Cum Cum Amt. NRs Nos Nos Nos Amt. NRs 5% 5%

- 0.70 280.00

- 0.80 320.00 420.00 0.70 280.00 14.00

1,940.40 0.70 280.00 98.00

2,289.67 1.00 400.00 200.00

912.74 0.10 0.33 190.00

564.48 0.10 0.33 190.00

7,558.92 1.50 2.20 0.20 1,860.00

7,144.20 1.50 2.20 0.20 1,860.00

7,459.20 1.50 2.20 0.20 1,860.00

7,459.20 1.50 2.20 0.20 1,860.00

7,873.92 1.50 2.20 0.20 4,210.00

9,943.92 1.50 2.20 0.20 1,860.00

6,170.03 1.00 4.00 2,200.00 110.00

5,420.03 1.00 4.00 2,200.00 110.00

7,534.20 1.00 4.00 2,200.00

1,940.40 0.700 280.00 7.00 309.31 0.125 0.200 155.00 3.88

401.06 0.125 0.250 175.00 4.38

605.91 0.125 0.300 195.00 4.88

1.10 2,425.50 0.100 0.100 100.00

84.99 0.120 0.160 136.00 6.80

126.95 0.140 0.190 160.00 8.00 8.00

160.31 0.140 0.190 160.00 8.00 8.00

119.50 0.150 0.200 170.00 8.50 8.50

106.45 0.150 0.200 170.00 8.50 8.50

168.00 0.100 0.100 100.00 5.00 5.00

1,217.21 0.200 0.450 484.20 24.21

7,334.75 0.50 3.50 1,700.00 1,464.75

8,730.67 0.50 3.50 1,700.00 1,466.50

9,073.92 0.80 7.00 3,280.00 1,471.50

0.0036 411.52 0.27 0.41 325.30 16.27



81.75 0.01 0.01 12.00 0.60 0.60

Black



Total

Mat.+Lbr Total Overhead

15%

280.00 42.00 322.00 9.13 Cft

320.00 48.00 368.00 10.43 Cft714.00 107.10 821.10 23.27 Cft

2,318.40 347.76 2,666.16 75.57 Cft

2,889.67 433.45 3,323.12 94.19 Cft

1,102.74 165.41 1,268.16 117.86 Sqft

754.48 113.17 867.65 80.64 Sqft

9,418.92 1,412.84 10,831.76 307.02 Cft

9,004.20 1,350.63 10,354.83 293.50 Cft

9,319.20 1,397.88 10,717.08 303.77 Cft

9,319.20 1,397.88 10,717.08 303.77 Cft

12,083.92 1,812.59 13,896.51 393.89 Cft

11,803.92 1,770.59 13,574.51 384.76 Cft 1,598.10 28.96914 99.57563

150

1,748.10

8,480.03 1,272.00 9,752.03 276.42 Cft

7,730.03 1,159.50 8,889.53 251.97 Cft

9,734.20 1,460.13 11,194.33 317.30 Cft

2,227.40 334.11 2,561.51 72.61 Cft 12.5mm ScrePunning468.18 70.23 538.41 15.26 Cft 269.20 319.70 588.90

580.43 87.07 667.50 18.92 Cft

805.79 120.87 926.66 26.27 Cft

2,525.50 378.83 2,904.33 82.32 Cft

227.79 34.17 261.96 24.35 Sqft

302.95 45.44 348.40 32.38 Sqft

336.31 50.45 386.75 35.94 Sqft

306.50 45.98 352.48 32.76 Sqft

293.45 44.02 337.47 31.36 Sqft

278.00 41.70 319.70 29.71 Sqft

1,725.62 258.84 1,984.46 184.43 Sqft

10,499.50 1,574.92 12,074.42 342.25 Cft

11,897.17 1,784.58 13,681.75 387.80 Cft

13,825.42 2,073.81 15,899.23 450.66 Cft

753.09 112.96 866.06 80.49 Sqft

Total

Amount



94.95 14.24 109.19 109.19 Kgs

Surya Rate NRs/kg Overhead Total

ipe truss for roof 155 23.25 178.25



Rate in NRS 4,200.00 800.00

epoxy 0.58kg 12mm drilling bit

0.5kgs nos

10 Drilling works

10.1 Drilling holes Ф18mm x75mm screws at exisitng RCC

foundation

nos

10.2 Drilling holes Ф12mm x75mm screws at exisitng RCC

Columns

nos 0.25

10.3

Drilling holes Ф12mm x150mm screws at exisitng RCC

Slab for extending jacketed column

nos 0.25

11 Grouting works

11.1 Epoxy grouting in drilled holes in existing RCC

foundation upto 75mm

nos

0.111.2 Epoxy grouting in drilled holes in exisitng RCC columns

upto 75mm

nos

0.08

11.3 Epoxy grouting in drilled holes in exisitng RCC slabs for

extending jacketed column

nos

0.08

11.4 Bonding Lattex bond chemical to bond old & new

concrete surface

Sqm

12 Dismantle works

12.1 Dismantleing PCC parts Cum

12.2 Dismantling/chipping off cement plaster work on

concrete/wall surface Sqm

12.3 Dismantling of exisitng brick work safely Cum

12.4 Dismantling/relocating exisitng windows/Doors job

12.5 Dismantling RCC/RBC Cum

13 Roofing works

13.1 Providing & fixing 50mm Dia black pipe truss Kgs

13.2 Providing & fixing 1.2mm thk Corrugated/Plain fiber

glass sheet over truss Sqm

14 Wood works

14.1 Salwood work in chukhat for D/W, holdfast, screws,

holdfast concreting also Cum

S.NO.

Particulars Unit



1,250.00 1,250.00 905.15 100.00 300.00 1,270.00

18mm drilling bit Hi-bond chemical Lattex hi-bond chemical Ф50mm Black pipe Metal Primercorrugated/Pl

ain fiber glass

nos kgs kgs Kgs Ltrs kgs

0.1

0.95

1 0.044

1.2

RATE ANALYSIS



46.00 7.85 5.00 176,400.00 900.00 110.00 300.00 400.00 450.00 450.00

8mm nut

boltsJ hooks

Bitumen

washerSalwood Holdfast Screws Primer Enamel Int. Emulsion Weathercoat

Nos Nos Nos Cum Nos Nos Ltrs Ltrs Ltrs Ltrs

3 2.5 5.5

1.1 92 184

ITHOUT VAT



Net Total 600.00 400.00 400.00 Net Total

Material Skilled Worker Labor Helper Labor Tools & Plants Scafolding

Amount NRs Nos Nos Nos Amount NRs 5% 5%

125.00 0.100 40.00 2.00 2.00

200.00 0.100 40.00 2.00 2.00

200.00 0.200 80.00 4.00 4.00

-

420.00 0.1 60.00 3.00 3.00

336.00 0.1 60.00 3.00 3.00

336.00 0.1 60.00 3.00 3.00

859.89 0.25 1.000 550.00 27.50 27.50

- -

- 4.000 1,600.00

- 0.108 43.20 2.16 2.16

- 2.000 800.00 40.00 40.00

- 1 3.000 1,800.00 90.00

- 11.000 4,400.00

- -

113.20 0.04 0.050 44.00

1,709.13 0.135 0.150 141.00

297,080.00 34 3.4 21,760.00 165.18



TotalTotal

Amount

Material+Lbr Total Overhead

15%

169.00 25.35 194.35

244.00 36.60 280.60

288.00 43.20 331.20

- -

486.00 72.90 558.90

402.00 60.30 462.30

402.00 60.30 462.30

1,464.89 219.73 1,684.63

- -

1,600.00 240.00 1,840.00 279.68 Sqm

47.52 7.13 54.65

880.00 132.00 1,012.00

1,890.00 283.50 2,173.50

4,400.00 660.00 5,060.00

- - -

157.20 23.58 180.78

1,850.13 277.52 2,127.64

319,005.18 47,850.78 366,855.95

thapa danda school final(sept).xlsx

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