Adarsha Ma. Vi. Final(Sept).xlsx
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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
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 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
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
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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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
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
50mm th. micro concreting in 1:1.5:3 (25mm th outer
coat over 25mm th first coat)
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
50mm th. micro concreting in 1:1.5:3 (25mm th outer
coat over 25mm th first coat)
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
Scrappingof strong mortared plaster that con not be easily
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
Scrappingof strong mortared plaster that con not be easily
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
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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