Harion Municipality

Office Of The Excutive Municipal Harion, Sarlahi

final mb
Name of work :Ganesh Than Dharamasala Nirman FY 2075/076
Name of place : Harion municipality, ward-04
Item Length Breadth Height
S.N
No Description of item No (meter) (meter) (meter) Quantity Unit Remarks.
CIVIL WORKS
Clearing the site of all the unuseful
1 1.0 materials from site after completing the 1 - - - 1.00 L.S.
works.

2 E/W in excavation
toilet
longwall 2 4.60 0.60 0.90 4.97
shortwall 2 1.09 0.60 0.90 1.18
partition wall 2 1.09 0.30 0.30 0.20
septic tank 1 3.50 2.30 2.40 19.32
2.0 Total E/W = 25.67 M3
3 Brick Soling
toilet
longwall 2 4.60 0.60 5.52
shortwall 2 1.09 0.60 1.31
partition wall 2 1.09 0.30 0.65
septic tank 1 3.50 2.30 8.05
3.0 Total Brick soling work = 15.53 M2

4 1:2:4 P.C.C.
toilet
longwall 2 4.60 0.60 0.05 0.28
shortwall 2 1.09 0.60 0.05 0.07
partition wall 2 1.09 0.30 0.05 0.03
septic tank 1 3.50 2.30 0.05 0.40
4.0 Total 1:2:4 P.C.C. work = 0.78 M3
 5 Brick Masonary Work in 1:6 C/S Mortar
toilet
longwall 2 4.60 0.60 0.30 1.66
2 4.60 0.45 0.30 1.24
2 4.60 0.30 0.25 0.69
2 3.40 0.23 2.70 4.22
2 1.20 0.23 2.70 1.49
shortwall 2 1.09 0.60 0.30 0.39
2 1.09 0.45 0.30 0.29
2 1.09 0.30 0.25 0.16
2 1.09 0.23 2.70 1.35
1 1.09 0.23 1.80 0.45
partition wall 2 1.09 0.30 0.30 0.20
2 1.09 0.13 2.70 0.74
septic tank
longwall 2 3.50 0.13 2.40 2.10
shortwall 2 2.30 0.13 2.40 1.38
5.0 Total Brick Work= 16.36 M3
f
6 1:1.5:3 P.C.C. for R.C.C. work -
toilet slab 1 3.10 2.90 0.10 0.90
septic tank cover 1 3.50 2.30 0.08 0.60
6.0 Total P.C.C. for R.C.C. work = 1.50 M3

7 Steel reinforcement for R.C.C. work

toilet slab 21 2.90 0.62 37.76
20 3.10 0.62 38.44
25 2.30 0.62 35.65
16 3.50 0.62 34.72
chair 12 0.45 0.62 3.35
7.0 Total R.C.C. Work of P.C.C. of R.C.C= 149.92 kg
8 Form work
toilet slab 1 3.10 - 2.90 8.99
side of slab 2 3.10 - 0.10 0.62
2 2.90 - 0.10 0.58
septic tank cover 1 3.50 - 2.30 8.05
side of septic tank 2 3.50 0.08 0.53
2 2.30 0.08 0.35
8.0 Total Form Work= 18.77 M2

9 12.5mm Cement plaster (1:4) on wall

toilet
inside wall 3 1.09 - 2.70 8.83
1 1.09 1.80
2 3.89 - 2.70 21.01
outside wall 2 3.40 - 2.70 18.36
2 1.20 1.80 4.32
2 1.55 - 2.70 8.37
ceiling 1 4.00 - 2.15 8.60
floor 1 3.89 1.09 4.24
septic tank
inside wall 2 2.69 - 9.00 48.42
2 1.84 - 9.00 33.12
floor 1 2.69 - 1.84 4.95
deduction
ventilation 3 0.30 0.30 -0.27
D 3 0.75 1.80 -4.05
9.0 total plaster= 155.90 M2
`
10 Punning work
toilet
floor 1 3.89 1.09 4.24
septic tank
inside wall 2 2.69 - 9.00 48.42
2 1.84 - 9.00 33.12
floor 1 2.69 - 1.84 4.95
10.0 Total Punning = 90.73 M2

11 Two coat distemer paint

toilet
inside wall 4 1.09 - 2.70 11.77
2 3.89 - 2.70 21.01
outside wall 2 4.60 - 2.70 24.84
2 1.55 - 2.70 8.37
ceiling 1 5.20 - 2.15 11.18
11.0 Total Paint = 77.17 M2
12 Door in natural Almunium section and 5mm
clear glass series of Hinges 62mm
D 3 0.75 1.80 4.05
12.0 total = 4.05 M2

13 13.0 580 mm orissa pan with low level cistern 2 2.00 No.
14 14.0 3/4'' dia PPR pipe,Gate Valve and necessary 1
fittings. 1.00 Job

पेश गर्ने जाच गर्नेको सहि: प्रमाणित गर्नेको सहि:

 Harion Municipality
Office Of The Excutive Municipal Harion, Sarlahi
Province No. 2, Nepal
Local Material Rate
Name of work :Ganesh Than Dharamasala Nirman FY 2075/076
Name of place : Harion municipality, ward-04
Sn.
Sn. Item Unit Rate Remark
1 local sand 300
Transportation from Quarry to site per cum 56.25
Load per cum 150.00
total cum 506.25

2 Aggregate 700.00
Transportation from Quarry to Site per cum 172.50
Load per cum 230.00
Total cum 1102.5

3 Local Wood cum 900.00

4 stone 400.00
Transportation from Quarry to Site per cum 172.50
Load per cum 230.00
Total cum 802.5
5 Shisam Wood cum 140000.00

पेश गर्ने जाच गर्नेको सहि: प्रमाणित गर्नेको

स्वीकृत
सहि:गर्नेको सहि:
Norms No. : -4-2-1
Description : Earth work in excavation on Soft clay & silty soil. ( lead 10m & lift 1.50m)
Unit : Per m3 (cum.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
0 Unskilled md 0.70 480.00 336.00 3% of 0.021 480.00 10.08
md
0 labour
Sub Total (A) 0 Sub Total (B) 336.00 Sub Total ( C ) 10.08
Sub Total (A)+(B)+( C ) 346.08
Earth in excavation on soft clay & silty soil per cum without overhead 346.08
Norms No. : - 27-6-5
Description : Drystone Solling work ( Lead upto 30m)
Unit : Per m3 (cum.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
Block stone cum. 1.00 802.50 802.5 Unskilled md 1.50 480.00 720.00 0 0 0 0 0.00
Bond stone cum. 0.20 802.50 160.5 0.00 0.00 0 0 0 0 0.00
Sub Total (A)+(B)+( C ) 963.00 Sub Total (B) 720.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 1683.00
Drystone Solling work per cum. without overhead 1683.00
Norms no 5,1,3 Norms Unit 1.00 CU.M.
Items DescriptBrick masonry work including 30 m lead in cement mortar 1:6 with
chimney brick
Description Quantity Unit Rate Amount
Skilled 1.50 md 800.00 1200.00
Labour
Unskilled 2.20 md 480.00 1056.00
Brick 560.00 Nos 12.57 7041.94
Materials Cement 0.07 M.T. 17500.00 1225.00
Sand 0.30 Cu.m. 506.25 151.88
Total 10674.81
Rate per unit 10674.81
Norms No. : - 30-7-2-Ga
Description : P.C.C. 1:3:6 in Fdn., Wall etc. ( Lead upto 30m )
Unit : Per m3 (cum.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
Cement Bgs. 4.40 1001.44 4406.325 Skilled md 1.00 800.00 800.00 0 0 0 0 0.00
Agregate Unskilled md 4.00 480.00 1920.00
40mm cum. 0.65 1102.50 716.625 0 0 0 0 0.00
20mm cum. 0.24 1102.50 264.6 0 0 0 0 0.00
Sand cum. 0.47 1102.50 518.175 0 0 0 0 0.00
Sub Total (A) 5905.73 Sub Total (B) 2720.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 8625.73
P.C.C. 1:3:6 in Fdn., wall etc. per cum. without overhead 8625.73
Norms No. : - 32-7-4-Kha
Description : P.C.C. 1:1.5:3 in Superstructure, Deck slab, Beam ( Lead upto 30m)
Unit : Per m3 (cum.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
Cement Bgs. 8.00 1001.44 8011.5 Skilled md 0.80 800.00 640.00 0 0 0 0 0.00
 Agregate Unskilled md 7.00 480.00 3360.00 0 0 0 0 0.00
40mm cum. 0.00 1102.50 0.00 0 0 0 0 0.00
20mm cum. 0.57 1102.50 628.43 0 0 0 0 0.00
10mm cum. 0.29 1102.50 319.72 0 0 0 0 0.00
Sand cum. 0.425 506.25 215.16 0 0 0 0 0.00
Sub Total (A) 9174.81 Sub Total (B) 4000.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 13174.81
P.C.C. 1:1.5:3 in Superstructure, Deck slab, Beam ( Lead upto 30m) per cum. without overhead 13174.81
Norms No. : - 33-7-5
Description : R.C.C. Rod, cutting, Bending, Binding & Placing according to Drawing
Unit : Per MT.
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
MS Rod MT 1.05 96303.75 101118.94 Skilled md 12.00 800.00 9600.00 0 0 15360.00 3% 460.80
Binding wire Kg 10.00 140.25 1402.54 Unskilled md 12.00 480.00 5760.00 0 0 0 0 0.00
Sub Total (A) 102521.48 Sub Total (B) 15360.00 Sub Total ( C ) 460.80
Sub Total (A)+(B)+( C ) 118342.28 118.3423
R.C.C. Rod Cutting, Bending, Binding & Placing According to Drawing Per Kg. without overhead 118.34
Norms No. : - 37-8-2-Ka
Description : Wooden Form work for Floor & Slab including Supplying of Materials, Fixing & Removal
Unit : Per 10m2 (Sqm.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) zx Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
local wood

Cum. 0.07 900.00 63.00 Skilled md 1.72 800.00 1376.00 0 0 2484.80 3% 74.54
Nails Kg. 2.50 125.00 312.50 Unskilled md 2.31 480.00 1108.80
Sub Total (A) 375.50 Sub Total (B) 2484.80 Sub Total ( C ) 74.54
Sub Total (A)+(B)+( C ) 2934.84
Wooden Form work for Floor & Slab including Supplying of Materials, Fixing & Removal per m2(Sqm.) without overhead 293.48

Norms No. : - 46-9-2

Description : 26 Gauge Coloured Plain GI Sheet (Light) Roofing Work.
Unit : Per 10m(Rm.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)

28gauge Plain
GI Sheet
(Heavy) Rm 12.00 802.16 9625.93 Skilled md 2.00 0.00 0.00 0 0 0 0 0.00
Nails with cap Kg 0.50 125.00 62.50 Unskilled md 3.00 0.00 0.00 0 0 0 0 0.00
Sub Total (A) 9688.43 Sub Total (B) 0.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 9688.43
Adding 15% overhead & profit 1453.26
Total 11141.69
26 Gauge Coloured Plain GI Sheet (Light) roofing work per 10 Rm. with overhead 11141.69
26 Gauge Coloured Plain GI Sheet (Light) roofing work per 10 Rm. without overhead 9688.43
26 Gauge Coloured Plain GI Sheet (Light) roofing work per Rm. with overhead 1114.17
26 Gauge Coloured Plain GI Sheet (Light) roofing work per Rm. without overhead 968.84
Norms No. : - 46-9-1
Description : 28 Gauge CGI Sheet coloured (light) Roofing Work.
Unit : Per 10m2(Sqm.)
28 gauge CGI Material Labour Equipment
Amount Remarks
Type
Sheet Unit Qnty. RATE Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
(Medium) Sqm. 12.00 664.98 7979.75308641975 Skilled md 1.10 800.00 880.00 0 0 0 0 0.00
 Bitumene
GI wfsher
Nails with Nos. 55.00 1.00 55.00 Unskilled md 1.25 480.00 600.00
cap Kg 0.50 180.80 90.40 0 0 0 0 0.00
Sub Total (A) 8125.15308641975 Sub Total (B) 1480.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 9605.15
28 Gauge CGI Sheet (light) roofing work per Sqm. 960.52
Norms No. : - 49-10-1
Description : wood work for choukhat (Door size 900mmx2100mm & wood size 100mmx75mm)
Unit : Per m3 (cum.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
wood cum. 1.10 140000.00 154000.00 Skilled md 34.00 800.00 27200.00 0 0 0 0 0.00
Holdfast
(200mm) Nos. 92.00 50.000 4600.00 Unskilled md 3.40 480.00 1632.00 0 0 0 0 0.00
Screws Nos. 148.00 10.00 1480.00 0 0 0 0 0.00
Sub Total (A) 160080.00 Sub Total (B) 28832.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 188912.00
Local wood (Uttis) work for choukhat per cum. without overhead 188912.00

Description : Two Coat White washing on New surface.

Unit : Per 100m2 (Sqm.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
distemper Kg. 22.00 282.50 6215.00 Skilled md 4.00 800.00 3200.00 0 0 0 0 0.00
primer Kg. 0.88 395.50 348.04 Unskilled md 4.00 480.00 1920.00
Sub Total (A) 6563.04 Sub Total (B) 5120.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 11683.04
Total 11683.04
Two coat white washing on New surface 100m2(Sqm.) without overhead 11683.04
Two coat white washing on New surface m2(Sqm.) without overhead 116.83
Norms No. : - 67-12-1-Gha
Description : 12.5mm Thick Plaster with 1:6 c/s mortar
Unit : Per 100m2 (Sqm.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
Cement Bgs. 7.64 1001.44 7650.98 Skilled md 12.00 800.00 9600.00 0 0 0 0 0.00
Sand Cum. 1.57 506.25 794.81 Unskilled md 16.00 480.00 7680.00 0 0 0 0 0.00
Sub Total (A) 8445.80 Sub Total (B) 17280.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 25725.80
Total 25725.80
12.5mm Thick Plaster with c/s 1:6 mortar per 100m2(Sqm.) without overhead 25725.80
12.5mm Thick Plaster with c/s 1:6 mortar per m2(Sqm.) without overhead 257.26
Norms No. : - 61-11-1-Kha
Description : 38mm Thick 1:2:4 Flooring With Neat Cement Finishing
Unit : Per 10 m² (cum.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
Cement Bgs. 2.60 1001.44 2604 Skilled md 1.25 800.00 1000.00 0 0 0 0 0.00
Agregate Unskilled md 2.00 480.00 960.00 0 0 0 0 0.00
12mm cum. 0.36 1102.50 396.90 0 0 0 0 0.00
Sand cum. 0.18 506.25 91.13 0 0 0 0 0.00
Sub Total (A) 3091.76 Sub Total (B) 1960.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 5051.76
38mm Thick 1:2:4 Flooring With Neat Cement Finishing Per Sqm. With Overhead 505.18

Description :All types of Rammed Earth filling. ( Lead upto 30m & Lift 1.5m)
Unit : Per m3 (cum.)
Material Labour Equipment
Remarks
 Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
Skilled md 0.00 800.00 0.00 0 0 0 0 0.00
Unskilled md 0.25 480.00 120.00
Sub Total (A) 0 Sub Total (B) 120.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 120.00
All types of Rammed Earth filling. ( Lead upto 30m & Lift 1.5m) per cum. without overhead 120.00

Norms No. : - 75-14-6

Description : 3mm Thick Punning with 1:1c/s Mortar.
Unit : Per 10 m2 (Sqm.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
Cement Bgs. 1.06 1001.44 1065.53 Skilled md 1.00 800.00 800.00 0 0 0 0 0.00
Sand Cum. 0.00 0.00 Unskilled md 1.00 480.00 480.00
Sub Total (A) 1065.53 Sub Total (B) 1280.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 2345.53
3mm Thick Punningr with 1:1c/s Mortar Per 10 m2(Sqm.) without overhead 2345.53
3mm Thick Punningr with 1:1c/s Mortar Per m2(Sqm.) without overhead 234.55

Norms No. : - 71-13-6

Description : Double Coat Readymade Aluminium Painting on New Metalic surface With One coat Primer.
Unit : Per 100m2 (Sqm.)
Material Labour Equipment
Amount Remarks
Type Unit Qnty. Rate (Nrs.) Amount (Nrs.) Level Unit Qnty. Rate (Nrs.) Type Unit Qnty. Rate (Nrs.) Amount (Nrs.)
(Nrs.)
Primer metal Ltr. 8.10 395.50 3203.55 Skilled md 10.75 800.00 8600.00 0 0 0 0 0.00
Readymade
Alu. Paint Ltr. 10.76 650.00 6994.00 Unskilled md 10.75 480.00 5160.00
Sand paper Nos. 4.00 20.00 80.00
Sub Total (A) 10277.55 Sub Total (B) 13760.00 Sub Total ( C ) 0.00
Sub Total (A)+(B)+( C ) 24037.55
Total 24037.55

Double Coat Readymade Aluminium Painting On New Metalic Surface With One coat Primer per 100m2(Sqm.) without overhead 24037.55

Double Coat Readymade Aluminium Painting On New Metalic Surface With One coat Primer per m2(Sqm.) without overhead 240.38
 Harion Municipality
Office Of The Excutive Municipal Harion, Sarlahi
Province No. 2, Nepal
Material Rate at ward 04 at site Including Transportation (F/Y 2075/76)
Item: Cement (OPC)
Unit: Bag
Category Description Unit Quantity Rate(NRs.) Amount Remark
Cement Bag 1 875.00 875.00
13% VAT 113.75
Transport rate from market to project site bag 1 12.69 12.69
Rate per Bag (with VAT) 1001.44
Item: Steel Reinforcement (all size)
Unit: Kg.
Category Description Unit Quantity Rate(NRs.) Amount Remark
Steel reinforcement bar Kg 1 85.00 85.00
13% VAT 11.05
Transport rate from market to project site Kg 1 0.254 0.25
Rate Per kg 96.30
Rate Per cum (with VAT) 96.30
Item: Binding wire (Black)
Unit: Kg.
Category Description Unit Quantity Rate(NRs.) Amount Remark
Binding wire ( Black) Kg 1 140.00 140.00

Transport rate from market to project site kg 1 0.25 0.25

Rate Per kg 140.25
Item: Plywood (10mm thick)
Unit: sqm
Category Description Unit Quantity Rate(NRs.) Amount Remark
Plywood (10mm thick) sqm 1 550.00 550.00

Transport rate from market to project site sqm 1 1.57 1.57

Rate Per sqm 551.57

Item: Brick
Unit: Kg.
Category Description Unit Quantity Rate(NRs.) Amount Remark
First class Brick cum 1 5750.00 5750.00
13% VAT 747.50
Transport rate from market to project site cum 1 418.69 418.69
Rate Per cum (with VAT) 6916.19
Rate per brick (with VAT) 12.57
Item: jhama Brick
Unit: Kg.
Category Description Unit Quantity Rate(NRs.) Amount Remark
jhama Brick no 1 7.25 7.25
13% VAT 0.94
Transport rate from market to project site no 1 0.00 0.00
Rate per brick (with VAT) 8.19

Item: metal
Unit: Kg.

Category Description Unit Quantity Rate(NRs.) Amount Remark

metal Kg 1 130.00 130.00
13% VAT 16.90
transportation to site Kg 1 0.000 0.000
Rate Per kg (with VAT) 146.90 146900

Item:24gauge, light, 0.45mm thk coloured CGI Sheet

Unit:Bundel
Category Description Unit Quantity Rate(NRs.) Amount Remark
28 gauge, light, 0.25mm thk coloured CGI Sheet Bundel 1 8625.00 8625.00
13% VAT 1121.25
transportation to site Bndel 42 0.000 0.00
Rate Per Bundel With Vat 9746.25
rate per square meter with VAT 802.16
Item:28 gauge, light, .25mm thick coloured CGI Sheet
Unit:Bundel
Category Description Unit Quantity Rate(NRs.) Amount Remark
28 gauge, light, 0.25mm thk coloured CGI Sheet Bundel 1 7150.00 7150.00
13% VAT 929.50
transportation to site Bndel 42 0.000 0.00
Rate Per Bundel With Vat 8079.50
rate per square meter with VAT 664.98

Item: distemper
Unit: kg
Category Description Unit Quantity Rate(NRs.) Amount Remark
distemper kg 1 250.00 250.00
13% VAT 32.50
Transport rate from market to project site kg 1 0.00 0.00
Rate per kg(with VAT) 282.50

Item: primer
Unit: liter
Category Description Unit Quantity Rate(NRs.) Amount Remark
primer liter 1 350.00 350.00
13% VAT 45.50
Transport rate from market to project site liter 1 0.00 0.00
Rate per kg (with VAT) 395.50

Item: windows in natural allumunium section and 5 mm clear glass

Unit: sqm
Category Description
windows in natural allumunium section and 5 mm clear Unit Quantity Rate(NRs.) Amount Remark
glass sqm 1 7700.00 7700.00
13% VAT 1001.00
Transport rate from market to project site sqm 1 0.00 0.00
Rate per sqm (with VAT) 8701.00
Item: door
Unit:no
Category Description Unit Quantity Rate(NRs.) Amount Remark
door sqm 1 11000.00 11000.00
13% VAT 1430.00
Transport rate from market to project site sqm 1 0.00 0.00
Rate per sqm (with VAT) 12430.00
 Harion Municipality
Office Of The Excutive Municipal Harion, Sarlahi
Cost Estimate
Name of work :Ganesh Than Dharamasala Nirman FY 2075/076
Name of place : Harion municipality, ward-04 Date:-
Total
Item Length Breadth Height
S.N Description of item No Length Quantity Unit Rate Amount Remarks.
No (m) (m) (meter)
(m)
CIVIL WORKS
Clearing the site of all the unuseful
1 1.0 materials from site after completing the 1 - - - 1.00 L.S. 650.00 650.00
works.

2 E/W in Excavation in Foundation

Wall foundation 2 12.08 24.16 0.45 0.75 8.15
5 6.05 30.25 0.45 0.75 10.21
peti 1 12.08 12.08 0.60 0.30 2.17
2.0 Total E/W= 20.53 M3 346.08 7105.03
3 Earth Filling
hall 1 12.08 12.08 6.05 1.50 109.63
3.0 Total E/W= 109.63 M3 506.25 55500.19
4 All types of Rammed Earth filling
4.0 Total E/W= 109.63 M3 120.00 13155.60

5 Stone Soling in Foundation and Floor

Wall foundation 2 12.08 24.16 0.45 0.15 1.63
5 6.05 30.25 0.45 0.15 2.04
hall 1 12.08 12.08 6.05 0.15 10.96
peti 1 6.05 6.05 0.60 0.15 0.54
5.0 Total soling Work= 15.17 M3 1683.00 25531.11

6 Brick Masonary Work in 1:6 C/S Mortar

Below GL
1st step 2 12.08 24.16 0.45 0.30 3.26
5 6.05 30.25 0.45 0.30 4.08
2nd step 2 12.08 24.16 0.23 0.30 1.67
5 6.05 30.25 0.23 0.30 2.09
Above GL 2 12.08 24.16 0.23 0.30 1.67
 5 6.05 30.25 0.23 0.30 2.09
room wall 2 6.05 12.10 0.23 2.40 6.68
 2 4.50 9.00 0.23 2.40 4.97
2 12.08 24.16 0.23 1.38 7.67
2 6.05 12.10 0.23 1.38 3.84
deduction
door 1 0.90 0.90 0.23 2.10 -0.43
windows 4 1.50 6.00 0.23 1.20 -1.66
peti 1 0.90 0.90 0.60 0.30 0.16
6 Total Brick Work= 36.09 M3 10674.81 385253.95

7 1:3:6 P.C.C. for Foundation Work

Wall foundation 2 12.08 24.16 0.45 0.05 0.54
5 6.05 30.25 0.45 0.05 0.68
7.0 Total 1:3:6 P.C.C. work = 1.22 M3 8625.73 10523.39
8 1:2:4 P.C.C. Work
hall 1 12.08 12.08 6.05 0.08 5.48
8.0 Total 1:2:4 P.C.C. work = 5.48 M3 505.18 2768.37
9 1:1.5:3 P.C.C. For R.C.C. Work
Post 10 0.45 4.50 0.45 0.60 1.22
Tie beam 2 12.08 24.16 0.23 0.23 1.28
5 6.05 30.25 0.23 0.23 1.60
9.0 Total 1:2:4 P.C.C. work = 4.10 M3 13174.81 54016.71
10 Punning work
hall 1 12.08 12.08 6.05 73.08
10.0 Total Punning = 73.08 M2 234.55 17141.13
11 Reinforcement
Tie Beam 8 12.80 102.40 Kg/m 0.89 91.14 12MM

20 6.77 135.40 Kg/m 0.89 120.51 12MM

stirrup 402 0.85 341.70 Kg/m 0.22 75.17 6MM

11.0 Total Rainforcement work = 286.82 kg 118.34 33942.46

12 Form Works
Tie Beam 4 12.80 51.20 0.23 11.78
10 6.77 67.70 0.23 15.57
12.0 Total Form work = 27.35 M2 293.48 8025.92
13 12.5mm Cement plaster (1:4) on wall
room wall 2 6.05 12.10 2.40 29.04
2 4.50 9.00 2.40 21.60
door 1 0.90 0.90 2.10 -1.89
windows 4 1.50 6.00 1.20 -7.20
13.0 total plaster= 41.55 M2 257.26 10689.07
14 Two coat distemper paint
14.0 Total paint= 41.55 M2 116.83 4854.31
 Black pipe iron work of medium class for
15 post kg/m
100mm dia post 10 3.80 38.00 12.10 459.80
50mm dia truss 5 22.48 112.40 5.10 573.24
Purlin 8 13.43 107.40 5.10 547.74
nutbolt, plate @ 20% = 316.16
widows 4 100.00 400.00 400.00
door 1 50.00 50.00 50.00
15.0 Total Form work = 2346.94 kg 146.90 344764.90
16 0.45mm CGI sheet roofing work kg/m
2 14.25 28.50 3.91 111.44
16.0 Total Form work = 111.44 M2 968.84 107962.98
17 0.25mm Plain Sheet ridge roofing
1 14.25 14.25 0.90 12.83 M2
side of wall 2 3.15 6.30
17.0 Total Form work = 19.13 M2 960.52 18369.86
18 Windows in natural almunium section and 5 mm clear glass
supporting panel for windows 4 1.50 6.00 1.20 7.20
18.0 Total work = 7.20 M2 8701.00 62647.20

19 19.0 readymade door 1 1 No 12430.00 12430.00

20 20.0 Allumunium paint

windows 4 1.50 6.00 1.20 7.20 M2 240.38 1730.71
Total 1177062.89
Amount contributed by Municipality 1000503.46
Amount contributed by User's community 176559.43

पेश गर्ने जाच गर्नेको सहि: प्रमाणित गर्नेको सहि: स्वीकृत गर्नेको सहि:
 Harion Municipality
Office Of The Excutive Municipal Harion, Sarlahi
Measurement Book
Name of work :Ganesh Than Dharamasala Nirman FY 2075/076
Name of place : Harion municipality, ward-04 Date:-2075/09/26
Item Length Breadth Height
S.N
No Description of item No (meter) (meter) (meter) Quantity Unit Rate Amount Remarks.
Clearing the site of all the unuseful
1 1.0 materials from site after completing 1 - - - 1.00 L.S. 650.00 650.00
the works.

2 1:1.5:3 P.C.C. for R.C.C. work -

Tie Beam
Grid A-A ,B-B ,C-C 3 11.10 0.23 0.23 1.69
Grid 1-1 ,2-2 ,3-3 ,4-4 4 5.80 0.23 0.23 1.17
pillar
F1 12 2.70 0.30 0.23 2.19
2.0 Total P.C.C. for R.C.C. work = 5.05 Cum Err:509 Err:509

3 Steel reinforcement for R.C.C. work

Tie Beam
Grid A-A ,B-B ,C-C 18 11.25 - 0.89 180.23 12 mm dia. bar
Grid 1-1 ,2-2 ,3-3 ,4-4 24 5.95 - 0.89 127.09 12 mm dia. bar
pillar
F1 48 2.70 0.89 0.00
24 2.70 0.62
stirrups 225 0.85 0.39 74.59 8 mm dia. bar
148 0.85 0.39 49.06 8 mm dia. bar
216 0.93 0.39 78.34
3.0 Total R.C.C. Work of P.C.C. of R.C.C 509.31 kg 118.34 60272.91

4 Form work
Beam
Grid A-A ,B-B ,C-C 9 11.10 - 0.23 22.48
Grid 1-1 ,2-2 ,3-3 ,4-4 12 5.80 - 0.23 15.66
pillar
F1 48 2.70 0.23 29.81

4.0 Total Form Work= 67.95 sqm Err:509 Err:509

Total Err:509
Amount contributed by Municipality 300000.00
Amount contributed by User's community Err:509
पेश गर्ने जाच गर्नेको सहि: प्रमाणित गर्नेको सहि: स्वीकृत गर्नेको सहि:
 Harion Municipality
Office Of The Excutive Municipal Harion, Sarlahi
Province No. 2, Nepal

Measurement sheet

Name of work :Ganesh Than Dharamasala Nirman FY 2075/076

Name of place : Harion municipality, ward-04 Date: 19-09-2075

S.N Length Breadth Height

Description of item No (meter) (meter) (meter) Quantity Unit Rate Amount Remarks
1 Earthwork in Excavation
for septic tank 1 2.1 0.66 1.38
for foundation 1 11.13 0.61 0.76 5.17
6.55 cum Err:509 Err:509
2 Stone masonary on mud mortar
In foundation 1 11.13 0.43 0.76 3.66 cum Err:509 Err:509

3 Brick Masonary Work in 1:6 C/S Mortar

for all Walls 1 11.13 0.115 2.17 2.78
Deduction Door -2 0.91 0.115 2.13 -0.45
deduction of bricks (200 number) -0.36
1.96 cum Err:509 Err:509
4 Jhama brick ground soling work
for foundation 0 11.13 0.61 0.10 0.00
for inside temple 1 3.11 1.28 0.10 0.40
total 0.40 cum Err:509 Err:509
5 PCC 1:2:4
For slab 1 3.4 1.5 0.11 0.36
PCC inside temple ground surface 1 3.11 1.28 0.05 0.20
Total (1:2:4) PCC work 0.56 Cum Err:509 Err:509
6 Reinforcement work
for slab 30.58 Kg 118.34 3618.91 from user's community

7 Punning work over slab

over ground slab 1 3.11 1.28 3.11
3.11 sqm Err:509 Err:509
8 Form work
For slab 1 3.35 1.52 5.11
Total Form work 5.11 Sqm Err:509 Err:509
9 Coloured CGI sheet for shutters
for Door 1 0.91 2.13 1.95
Total 1.95 sqm Err:509 Err:509
10 Metal Grill
for Door 1 1.00
1.00 piece 6300.00 6300.00
11 Cement mortar for plaster work
On walls both sides 2 20.24 40.47 sqm Err:509 Err:509

12 RCC Ring (36" dia, 30cm height) 7 7.00 no. 675.00 4725.00

13 Wires (3/20) 13.33 13.33 coil 2250.00 30000.00

Stabilizer (3 kv, copper coil) with
14 accessories 1 1 no. 13500.00 13500.00
Submersible pump (1 hp power) with
15 accessories 1 1 no. 10000.00 10000.00

पेश गर्ने जाच गर्नेको सहि: प्रमाणित गर्नेको सहि: स्वीकृत गर्नेको सहि:
lbg]z rf}w/L पृथ्वी राज जयसवाल जाकि अहमद सिद्धिकी टीकाराम ढकाल
c=सब=इन्जिनीयर सब-इन्जिनीयर इन्जिनीयर प्रमुख प्रशासकीय अधिकृत
 Government of Nepal
MINISTRY OF LOCAL DEVELOPMENT
OFFICE OF Harion Muncipilitay
Harion, Sarlahi
उपभोक्ता बिल

lansf] s|d ;+Vof M sfd z'? ug{ cfb]z lbPsf] ldlt M e'QmfgL ef}r/ g+= M
of]hgfsf] gfd M sfd ;DkGg ePsf] ldlt M
sfdsf] gfd sfd ;DkGg ug'[kg][] ldlt M
cBfjlws sfd ePsf] cl#Nnf] landf r(]sf] xfn ePsf] sfd
cO^d ;+Vof sfdsf] laj/)f PsfO
kl/df)f b/-?_ hDdf -?_ kl/df)f hDdf -?_ kl/df)f hDdf -?_ s}lkmot
Clearing the site of all the unuseful materials from site 0.00 0.00
1.0 after completing the works. 1.00 1.00 650.00 650.00 1.00 650.00
2.0 Err:509 0.00 25.67 Err:509 Err:509 0.00 Err:509 25.67 Err:509
3.0 Err:509 0.00 15.53 Err:509 Err:509 0.00 Err:509 15.53 Err:509
4.0 Err:509 0.00 0.78 Err:509 Err:509 0.00 Err:509 0.78 Err:509
5.0 Brick Masonary Work in 1:6 C/S Mortar 0.00 16.36 10674.81 174639.91 0.00 0.00 16.36 174639.91
6.0 1:3:6 P.C.C. for Foundation Work 36.09 1.50 8625.73 12938.59 0.00 0.00 1.50 12938.59
7.0 Black pipe iron work of medium class for post 1.22 149.92 Err:509 Err:509 0.00 Err:509 149.92 Err:509
8.0 Err:509 5.48 18.77 Err:509 Err:509 0.00 Err:509 18.77 Err:509
9.0 Err:509 4.10 155.90 Err:509 Err:509 0.00 Err:509 155.90 Err:509
10.0 Err:509 73.08 90.73 Err:509 Err:509 0.00 Err:509 90.73 Err:509
11.0 Err:509 286.82 77.17 Err:509 Err:509 0.00 Err:509 77.17 Err:509
12.0 Err:509 27.35 4.05 Err:509 Err:509 0.00 Err:509 4.05 Err:509
13.0 Err:509 41.55 2.00 Err:509 Err:509 0.00 Err:509 2.00 Err:509
14.0 Err:509 41.55 1.00 Err:509 Err:509 0.00 Err:509 1.00 Err:509
Grand total Err:509 Err:509 Err:509

of] aLn adf]lhd hDdf ?= Err:509

cl#Nnf] lanaf^ e'QmfgL ePsf] ?. 0.00 sl§ ug'{kg]{ ?=
xfnsf]] lanaf^ e'QmfgL ePsf] ?. Err:509 -s_ k]lZs ?= ===========
-v_ dfn;fdfgsf] df]n =========
-u_ d]zg/L cf}hf/sf] axfn ===========
-#_ &]Ssf s/÷clu|d cfo s/ ======
-ª_ w/f}^L ============
-r_ cGo =hg >dbfg= Err:509
v'b lbg'kg]{ ?= 300,000.00

पेश गर्ने जाच गर्नेको सहि: प्रमाणित गर्नेको सहि: स्वीकृत

हिसाब जाच गर्नेको सहि: गर्नेको सहि:
 Government of Nepal
MINISTRY OF LOCAL DEVELOPMENT
OFFICE OF Harion Muncipilitay
Harion, Sarlahi

sfo{ ;DkGg k|ltj]bg kmf/fd

sfof[nosf] gfd M xl/jg gu/kflnsfsf] sfof{no ;nf{xL
of]hgfsf] gfd M
sfdsf] gfdM sfd z'? ug{ cfb]z lbPsf] ldlt M
O{li^d]^ sf] s'n c+s M sfd ;DkGg ePsf] ldlt M
O{li^d]^ eGbf w^L a(L sfd ;DkGg ug'{kg]{] ldlt M
adf]lhd sf] O{li^d]^ v'b ePsf] sfd km/s
cO^d ;+Vof sfdsf] laj/)f
kl/df)f b/-?_ hDdf -?_ kl/df)f b/-?_ hDdf -?_ kl/df)f hDdf -?_ s}lkmot
Clearing the site of all the unuseful materials from
#VALUE!
1 site after completing the works. - 650.00 1.00 650.00 650.00 ### #VALUE!
2 Err:509 0.00 Err:509 Err:509 25.67 Err:509 Err:509 25.67 Err:509
3 Err:509 0.00 Err:509 Err:509 15.53 Err:509 Err:509 15.53 Err:509
4 Err:509 0.00 Err:509 Err:509 0.78 Err:509 Err:509 0.78 Err:509
5 Brick Masonary Work in 1:6 C/S Mortar 0.00 10674.81 0.00 16.36 10674.81 174639.91 16.36 174639.91
6 1:3:6 P.C.C. for Foundation Work 0.00 8625.73 0.00 1.50 8625.73 12938.59 1.50 12938.59
7 Black pipe iron work of medium class for post 0.00 Err:509 Err:509 149.92 Err:509 Err:509 149.92 Err:509 more than estimated
8 Err:509 0.00 Err:509 Err:509 18.77 Err:509 Err:509 18.77 Err:509
9 Err:509 Total 1:2:4 Err:509 #VALUE! 155.90 Err:509 Err:509 ### Err:509
10 Err:509 Total Punni Err:509 #VALUE! 90.73 Err:509 Err:509 ### Err:509
11 Err:509 Total Rainf Err:509 #VALUE! 77.17 Err:509 Err:509 ### Err:509
12 Err:509 Total Form Err:509 #VALUE! 4.05 Err:509 Err:509 ### Err:509
13 Err:509 total plaster Err:509 #VALUE! 2.00 Err:509 Err:509 ### Err:509
14 Err:509 Total paint Err:509 #VALUE! 1.00 Err:509 Err:509 ### Err:509
Sub Total #VALUE! Err:509 #VALUE!
Amount contributed by Municipality 1000503.46 1000503.46
Amount contributed by user's community #VALUE! Err:509 Err:509
यो बमोजिमको रु.: 1000503.5
अग्घिल्लो बिलबाट भुक्तानी भएको रु.: 0.00
बाकी दिनु पर्ने रु.: 1000503.5
पेश्की रकम रु.: 0.00
उपभोक्ता समितको पद धिकरिको सहि:

पेश गर्ने जाच गर्नेको सहि: प्रमाणित गर्नेको सहि: हिसाब जाच गर्नेको सहि: स्वीकृत गर्नेको सहि