Adarsha Ma. Vi. Final(Sept).xlsx

7/30/2019 Adarsha Ma. Vi. Final(Sept).xlsx

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Name of the School : Adarsha Ma. Vi.Location : Bhadrabas, Kathmandu

No. of Storey : 3

S.N. Items Unit Nos Length(m) Total Length(m) Breadth(m) Height(m) Q

1.1 Site Clearance and necessary arrangement for Works L.S.

1.2 Dismantling Works

1.2.1 Demolition Works for RCC Slab

Top Floor Roof Slab, Beam 1 10.671 1.500 6.860 0.101 1

Pillars 4 0.229 1.000 0.229 2.744

Cub.m 1

1.2.2 Demolition of Brick Masonary in Cement Mortar

Stair Case Wall 6 1.753 0.229 2.744Top Floor 2 9.756 0.229 2.744 1

2 4.268 0.229 2.744

4 2.439 0.101 2.744

2

Deduction for Openings

D3 3 0.762 0.229 2.134

W8 6 0.610 0.229 0.610

D3 3 0.762 0.128 2.134

2 1.220 0.229 2.134

Total Cub.m 1

1.2.3 Removing of existing doors/windows

Doors 7

WINDOWS 8

Nos

4 Wire Mesh jacketing

4.1

Scrappingof strong mortared plaster that con not be easily

remove by hand tools without additional hammering,

raking joint upto 10mm surface dressing etc.

Building 1 Long Side 2 43.750 8.588 7

Short Sides 2 11.890 8.588 2

Building 2 Long Side 2 17.683 8.588 3

Ministry of Education

Department of Education

Sanothimi, Bhaktapur

Seismic Vulnerability Assessment and Retrofit Design of School Building in KathmanduDistrict

Type of Building : Load Bearing Wall, RCC Roof


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Short Sides 2 12.957 8.588

Deduction for Openings

D1 12 1.220 2.134

D2 3 1.220 2.134

W1 14 1.220 1.372

W4 10 1.220 1.220

W5 10 0.915 1.372

W6 8 1.829 1.677

W2 2 1.524 1.372

W3 1 0.762 1.524

Sq.m Total

4.2 4.75mm . Anchor bars @ 600mm/cc staggered 1

Deduction for openings

Nos

4.3 4.75mm @150 mm c/c both way Torsteel Mesh

Sq.m 1362.258

4.4

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

coat over 25mm th first coat)

Sq.m 1362.258

4.5 12.5 mm thk. Leveling plaster coat in 1:3 C/S

Sq.m Total

4.6 Two coat of weather coat paints over one cooat of primer

Sq.m Total

5 Construction of vertical/Horizontal Bands Ground Floor

5.1


remove by hand tools without additional hammering,

raking joint upto 10mm surface dressing etc.

Ground Floor

Grid A-A 2 5.714 11.428

Grid B-B 2 5.714 11.428

Grid C-C 2 5.714 11.428

Grid D-D 2 21.866 43.732

Grid E-E 2 21.866 43.732

Grid 1-1 2 5.940 11.880

Grid 2-2 2 5.940 11.880

Grid 3-3 1 5.940 5.940

Grid 4-4 2 15.660 31.320


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Grid 5-5 2 15.660 31.320

214.088 2.363

Deduction for Voids & Openings

D1 5 1.220 2.134

W1 4 1.829 1.220

W2 1 1.500 1.220

W3 1 0.750 1.220

W4 3 1.219 1.220

W5 3 1.000 1.220

W6 3 2.000 1.220

Total

First Floor

Grid A-A 2 5.714 11.428

Grid B-B 2 5.714 11.428

Grid C-C 2 5.714 11.428

Grid D-D 2 21.866 43.732

Grid E-E 2 21.866 43.732

Grid 1-1 2 5.940 11.880

Grid 2-2 2 5.940 11.880

Grid 3-3 1 5.940 5.940

Grid 4-4 2 15.660 31.320

Grid 5-5 2 15.660 31.320

214.088 2.363


D1 5 1.220 2.134

W1 4 1.829 1.220

W2 1 1.500 1.220

W3 1 0.750 1.220

W4 3 1.219 1.220

W5 3 1.000 1.220

W6 3 2.000 1.220

Total

Second Floor

Grid A-A 2 5.714 11.428

Grid B-B 2 5.714 11.428

Grid C-C 2 5.714 11.428

Grid D-D 2 21.866 43.732

Grid E-E 2 21.866 43.732

Grid 1-1 2 5.940 11.880

Grid 2-2 2 5.940 11.880

Grid 3-3 1 5.940 5.940

Grid 4-4 2 15.660 31.320

Grid 5-5 2 15.660 31.320

214.088 2.363


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D1 5 1.220 2.134

W1 4 1.829 1.220

W2 1 1.500 1.220

W3 1 0.750 1.220

W4 3 1.219 1.220

W5 3 1.000 1.220

W6 3 2.000 1.220

Total

Grand Total Sq.m

5.2 8mm dia Bars for Bands

5 nos bars/band Ground Floor Vertical Bands 78 2.363 184.299 5.000 0.395

5 nos bars/band First Floor Vertical Bands 78 2.515 196.189 5.000 0.395

5 nos bars/band Second Floor Vertical Bands 28 2.744 76.829 5.000 0.395

5 nos bars/band Ground Floor Horizontal Bands 5 80.744 403.720 5.000 0.395

5 nos bars/bandFirst Floor Horizontal Bands 5 84.994 424.970 5.000 0.395

5 nos bars/band Second Floor Horizontal Bands 5 37.140 185.701 5.000 0.395

1471.707

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

4.75mm dia Stirrups @ 150 c/c

9891 0.600 0.139

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

kg

5.3



Sq.m

5.4 12.5 mm thk. Leveling plaster coat in 1:3 C/S

Sq.m

5.5 Two coat of distemper over one coat of primer

Sq.m

5.6

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

Bands Cub.m 110 0.600 0.400 0.075

6 Relocating existing doors/windows no 4

7 Two coat of white wah on Ceiling Surface

3 21.951 7.012

3 9.756 8.232


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sq.m

8 Column, Footing & Beam Jacketing

8.1 Earth work in Excavation for Footing of Column 8 1.850 1.850 0.850

8.2 Reinforcement bar

10mm dia Re-bar @125c/c 256 1.850 0.620

16mm dia bar 64 1.500 1.580

8mm dia bar Stirrups@ 150 c/c 56 2.400 0.395

10% for bending, bimding, Wastage, etc.

kg

8.3 PCC 1:2:4

Footing 8 1.850 1.850 0.250

Column pad 8 0.600 0.600 0.600

cub.m

8.4 Column Beam Jacketing (Steel)

ISA 45x45x6 HoriZontal 15 1.240

ISA 30x30x4 260 1.240

ISA 45x45x6 HoriZontal 4 2.744

ISA 30x30x4 80 2.744

Kg

8.5 Beam Jacketing (Steel)

ISA 30x30x4 2 23.880

ISA 30x4 120 0.930

Kg

8.6



Column Beam Jacketing 21 2.744 1.240

Beam Jacketing 3 23.880 0.930

cub.m

8.8 12.5 mm Plaster in 1:3 c/s

Column Beam Jacketing 21 2.744 1.240

Beam Jacketing 3 23.880 0.930

Sq.m

Sub Total

Contengency @5% Sub Total

Total

Vat 13% of Total

Grand Total including Contengency, Contractors

Overhead and VAT


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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 1.000 1000.00 1000.00

1.2 Dismantling Works

1.2.1 Demolition Works for RCC Slab Cub.m 11.621 4743.75 55125.22

1.2.2 Demolition of Brick Masonary in Cement Mortar Cub.m 16.851 914.25 15405.62

1.2.3 Removing of existing doors/windows nos 15.000 799.54 11993.10

2

Earth Work in Excavation for construction of beam below

existing Ground level Outer Side Cub.m 97.747 355.35 34734.37

2.1 Demolition of existing floor, excavation of earth anddisposing upto 30 meters Inner Side Cub.m 61.893 355.35 21993.76

2.2 PCC (1:1.5:3) (M20) Work for beam Cub.m 22.130 11245.12 248849.59

2.3 Formwork for beam Sq.m 92.183 798.29 73588.85

2.4 Flat Brick Soling for Base of Beam Sq.m 159.246 579.59 92297.41

2.5 Reinforcement bar for Beam Kg 4598.822 111.06 510745.17

3 Earth Filling in Compaction Cub.m 137.511 506.63 69667.00

3.1 Flat Brick soling works Sq.m 109.519 579.59 63476.03

3.2 PCC 1:2:4 for floor Cub.m 10.434 9680.70 101011.72

3.3 20 mm thick Screeding Works in 1:4 C/S Sq.m 136.899 310.76 42542.59

3.4 3mm thick cement Puning in 1:1 C/S Sq.m 136.899 163.69 22408.92

4.1 #REF! Cub.m #REF! #REF! #REF!

4.2 #REF! Cub.m #REF! #REF! #REF!

4.3 #REF! Sq.m #REF! #REF! #REF!

4.4 #REF! Sq.m #REF! #REF! #REF!

5 Wire Mesh jacketing

5.1


remove by hand tools without additional hammering, raking

joint upto 10mm surface dressing etc. Sq.m 1362.258 175.09 238517.81

5.2 4.75mm . Anchor bars @ 600mm/cc staggered nos 5000.000 49.32 246599.98

5.3 4.75mm @150 mm c/c both way Torsteel Mesh Kg 1362.258 274.27 373626.59

5.4

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

over 25mm th first coat) Cub.m 1362.258 752.39 1024949.54

5.5 12.5 mm thk. Leveling plaster coat in 1:3 C/S Sq.m 1362.258 268.26 365439.42

5.6 Two coat of weather coat paints over one cooat of primer Sq.m 1362.258 194.12 264441.59

6 Construction of vertical/Horizontal Bands Ground Floor

6.1


remove by hand tools without additional hammering, raking

joint upto 10mm surface dressing etc. Sq.m 1397.198 175.09 244635.34

6.2 8mm dia Bars for Bands Kg 3113.301 111.06 345763.18

6.3 12.5 mm thk. Leveling plaster coat in 1:3 C/S Sq.m 1397.198 268.26 374812.25

6.4 Two coat of distemper over one coat of primer Sq.m 1397.198 106.30 148522.11

6.5

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

Bands Cub.m 1.980 11245.12 22265.34

Seismic Vulnerability Assessment and Retrofit Design of School Building in KathmanduDistrict

Ministry of Education

Department of Education

Sanothimi, Bhaktapur

Name of the School: Adarsha Ma Vi


7/16

7 Relocating existing doors/windows nos 4.000 1890.00 7560.00

8 Two coat of white wah on Ceiling Surface Sq.m 702.707 22.43 15761.71

9 Column, Footing & Beam Jacketing

9.1 Earth work in Excavation for Footing of Column Cub.m 23.273 355.35 8270.06

9.2 Reinforcement bar Kg 548.249 111.06 60888.55

9.3 PCC 1:2:4 Cub.m 8.573 10246.01 87839.04

9.4 Column Beam Jacketing (Steel) Kg 1146.334 117.50 134694.20

9.5 Beam Jacketing (Steel) Kg 195.107 117.50 22925.08

9.650mm th. micro concreting in 1:1.5:3 (25mm th outer coatover 25mm th first coat) Cub.m 138.079 752.39 103889.23

9.7 12.5 mm Plaster in 1:3 c/s Sq.m 138.079 268.26 37041.06

9.8

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

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

RCC Beam Kg 726.649 117.50 85381.30

9.9 Two Coat Of Enamel Paints Sq.m 34.284 212.36 7280.55

0.00

0.00

0.00

Sub Total #REF!

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

Total #REF!

Vat 13% of Total #REF!#REF!


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Rate in NRS 710.00 1,659.57 220.00

Cement River Sand Back fillign soil

Bag Cum Cum

1.00 Earthwork

Earthwork in backfilling with supply of soil Cum 1.05

2.00 Flooring and Plaster works20mm thick plaster in 1:4 Sqm 0.162 0.022

5.00 RCC Works

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

5.04 12mm thk plywood Formwork (can use upto 3 times) Sqm

S.NO.Particulars Unit


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1,836.12 7.50 15.00 80.80 90.00 1,022.20 1,076.00 1,540 99

Aggregate Local Brick Chimney Brick Reinfrmnt B. Wire 19mm W.plywd Flagstone Metal props Nails

Cum Nos Nos Kgs Kg Sqm Sqm Nos Kgs

0.89

0.2475 0.0722 0.3651

RATE ANALYSIS WITHOUT VAT


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24,696 2,205 Net Total 525 375 375 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%

231.00 0.70 262.50 13.13

151.53 0.140 0.190 144.75 7.24 7.24

6,640.95 0.50 3.50 1,575.00 1,464.75

0.0036 488.75 0.27 0.41 294.80 14.74


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Total

Mat.+Lbr Total Overhead

15%

506.63 75.99 582.62

310.76 46.61 357.37

9,680.70 1,452.11 11,132.81

798.29 119.74 918.04

Total Amount


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Rate in NRS 4,200.00 800.00

epoxy 0.58kg 12mm drilling bit

0.5kgs nos

10 Drilling works

10.1 Drilling holes 18mm x75mm screws at exisitng RCC

foundation

nos

10.2 Drilling holes 12mm x75mm screws at exisitng RCC

Columns

nos 0.25

10.3 Drilling holes 12mm 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

0.1

11.2 Epoxy grouting in drilled holes in exisitng RCCcolumns upto 75mm

nos0.08

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


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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 50mm 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


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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


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Net Total 600.00 400.00 400.00Net 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


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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

Adarsha Ma. Vi. Final(Sept).xlsx

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