Maiwakhola Rural Municipality

Maiwakhola, Taplejung
Province 1, Nepal

Detailed Estimate & Abstract of Cost

Detailed Project Report(DPR) of Administrative Building

Maiwakhola,Taplejung

FISCAL YEAR:- 2079/80

 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
SUMMARY OF COST
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing,
Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural
Municpality

Location:- Maiwakhola, Taplejung

SN. DESCRIPTION TOTAL COST REMARKS
1 Municipal Building
Civil works #NAME? #NAME?
Sanitary #NAME?
Electrical Works #NAME?
Emergency Steel ladder 1,671,856.42
Boundary Wall 11,731,423.04
Entry Gate 2,925,867.62
Toilet 2,020,952.79
Canteen 10,109,022.39
Septic Tank, Soak-Pit & Manhole 664,715.37
Landscapping Work 45,974,689.37
Sub Total= #NAME?
2 Contingency
Contingency @ 3 %= #NAME?
Physical Contingency@ 4%= #NAME?
Price adjustment@ 10%= #NAME?
Sub Total= #NAME?
Total #NAME?
Vat 13%= #NAME?
Grand Total= #NAME?

Prepared By: Checked BY: Approved By:

 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing,
Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural
Municpality
Location:- Maiwakhola,Taplejung
ABSTRACT OF COST OF ADMINISTRATIVE BUILDING

SN. Description of Works Quantity Unit Rate Amount Remarks

Earthwork in excavation in Medium soils
in foundation including 10m hauling
1.00 707.32 cum 61.29 43,355.35
distance and 1.8 m. lift all complete in
approval of site engineer.

Stone soling work with approved quality

2.00 stone in perfect line & level as per 51.73 cum 4,394.26 227,310.14
specification & instructions all complete.

Plain cement concrete(PCC) in 1:2:4 ratio

for foundations and flooring with
approved quality of cement,sand and
machine crushed stone aggregate
3.00 including supply of 25.86 cum 19,473.73 503,676.44
materials,mixing,laying,curing the work at
least 7 days etc all complete as per
approved drawing specification and
instruction of site engineer.

Plain cement Concrete (PCC) for RCC

works M 20(1:1.5:3) for
slab/lintels/columns/beams with approved
quality of cement, sand and machine
4.00 crushed stone aggregate including supply 833.05 cum 21,506.35 17,915,875.28
of materials,mixing, laying, curing the
work at least 7 days etc all complete as
per approved drawing, Specification and
instruction of site engineer.

TMT steel reinforcement bar of fe 500

grade including supplying, straightening,
cleaning, cutting, binding & fixing in
5.00 position with annealed tying binding wire 137,328.38 KG 164.18 22,546,084.11
all complete as per approved drawing,
Specification and instruction of site
engineer.

Formwork, shuttering, centering with

19mm thick waterproof ply board and
steel post for all works necessary
propping, scaffolding, staging, supporting
6.00 inclusive of wedging and cutting holes for -
utilization till the support if fully
unyielding nett all complete as per
approved drawing, Specification and
instruction of site engineer.

6.10 Column 950.86 sqm 1,962.69 1,866,244.52

6.20 Slab 3,005.43 sqm 1,044.10 3,137,963.38
6.30 Beam 1,737.55 sqm 1,345.87 2,338,516.66

Prepared By: Checked By: Approved By:

 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing,
Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural
Municpality
Location:- Maiwakhola,Taplejung
ABSTRACT OF COST OF ADMINISTRATIVE BUILDING

SN. Description of Works Quantity Unit Rate Amount Remarks

Good quality local chimney made
Brickwork in 1:4 C/S mortar in
superstructure in perfect line level finish
including supply of materials, wetting the
bricks, racking the joints and curing the
7.00 work for at least 7 days all complete as 523.55 cum 29,697.50 15,548,020.17
per approved drawing, Specification and
instruction of site engineer.

Good quality local chimney made

Brickwork in 1:4 C/S mortar in Sub-
Structure in perfect line level finish
including supply of materials, wetting the
8.00 bricks, racking the joints and curing the 18.53 cum 28,363.59 525,451.93
work for at least 7 days all complete as
per approved drawing, Specification and
instruction of site engineer.

Well seasoned salwood chaukhats for

openable door with good finish of
approved quality incuding supply of
materials, fixing in postion with necessary
9.00 M.S. hold fasts all complet as per 1.26 cum 178,544.87 224,495.18
approved drawing, Specification and
instruction of site engineer.

Making and fitting / fixing Plywood Panel

door shutter of 38 x 100 mm size sal wood
frame with 8 mm thick commercial ply on
midle and 4mm thick teak ply on both
sides including supply of materials, all
10.00 necessary hardware fitting all complete as 33.60 sqm 4,411.65 148,231.45
per approved drawing, Specification and
instruction of site engineer.

Application of two coats of enamel paint

in the surface of grill and door frame and
shutters with one coat of primer in proper
11.00 manner as given description on the 9.67 sqm 365.76 3,537.65
specification and and as directed by the
engineers.

Providing, placing, fixing 115 thick multi-

chamber frame thick UPVC Window all
complete set along with frame having wall
thickness of 2.0mm to 3.0mm and
1.5(±0.2)mm thick galvanized mild steel
12.00 389.61 sqm 14,820.72 5,774,336.60
section with fitting materials and
accessories for window, sliding windows
with stainless insect screen as per design,
drawing, specification and instruction of
site incharge.

Prepared By: Checked By: Approved By:

 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing,
Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural
Municpality
Location:- Maiwakhola,Taplejung
ABSTRACT OF COST OF ADMINISTRATIVE BUILDING

SN. Description of Works Quantity Unit Rate Amount Remarks

Supplying and Laying of 12.5mm thick
cement sand plaster in (1:4) ratio on
ceiling of good finish including supply of
materials, racking the joint, wetting of
13.00 2,026.54 sqm 594.06 1,203,888.83
surfaces & curing the work at least 7days
all complete as per approved drawing,
Specification and instruction of site
engineer

Supplying and Laying of 12.5mm thick

cement sand plaster in (1:4) ratio on wall
of good finish including supply of
materials, racking the joint, wetting of
14.00 1,531.29 sqm 493.64 755,901.92
surfaces & curing the work at least 7days
all complete as per approved drawing,
Specification and instruction of site
engineer.

Supplying & applying Cement putty on

plastered surface all complete as per
15.00 1,531.29 sqm 369.04 565,108.18
approved drawing, Specification and
instruction of site engineer

Supplying & applying 2 coats Emulsion

painting in Internal Room of approved
colour with one coat of primer Painting
16.00 over porperly cleaned surface at outside of #NAME? sqm 336.60 #NAME?
building all complete as per approved
drawing, Specification and instruction of
site engineer.

Supplying & applying 2 coats of weather

paint at outside of Building of approved
colour with one coat of primer Painting
17.00 over porperly cleaned surface at outside of 1,531.29 sqm 312.81 479,005.79
building all complete as per approved
drawing, Specification and instruction of
site engineer.

Plain cement Concrete (PCC)(38mm) in

1:2:4ratio for foundations and flooring
with approved quality of cement, sand and
machine crushed stone aggregate
18.00 including supply of materials,mixing, #NAME? sqm 942.15 #NAME?
laying, curing the work at least 7 days etc
all complete as per approved drawing,
Specification and instruction of site
engineer.

3mm punning in 1:1 ratio for flooring

with approved quality of cement, sand
including supply of materials,mixing,
19.00 laying, curing the work at least 7 days etc #NAME? sqm 383.76 #NAME?
all complete as per approved drawing,
Specification and instruction of site
engineer.

Prepared By: Checked By: Approved By:

 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing,
Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural
Municpality
Location:- Maiwakhola,Taplejung
ABSTRACT OF COST OF ADMINISTRATIVE BUILDING

SN. Description of Works Quantity Unit Rate Amount Remarks

supplying & laying non glazed porcelain
tile in walls and floor fixing in proper
20.00 shape & size all complete as per approved 729.13 sqm 4,083.32 2,977,274.12
drawing, Specification and instruction of
site engineer.

Earth filling of Excavated furface in 150

mm thick layer, watering, ramming
including supply of filling materials
21.00 282.93 cum 506.00 143,162.12
within 10 m distance all complete as per
approved drawing,Specification and
instruction of site engineer.

Supplying & applying 38 mm dia stainless

steel handrail pipe with 38mm dia
stainless steel vertical post at 2m interval
22.00 with two layers of 25mm dia stainless 76.47 sqm 3,748.54 286,650.85
steel member in between handrail and
floor all complete as per approved
drawing, Specification and instruction of
site engineer.

Elastocrete cementitious elastomeric

23.00 water proofing coating 2 components 455.70 Sqm 588.66 268,250.71
capacity per kg 6 sq. ft 2 coat including
supplying & applying all complete work.
Supply and Fitting of Iron Works with
Red Oxide primer and two coats of
24.00 synthetic enamel . as per approved 2,869.96 kg 231.33 663,922.97
drawing, Specification and instruction of
site engineer.

Installation of Slate for sloped roofs in

25.00 proper line, level , slope and approved 220.39 Sqm 2,525.97 556,693.93
pattern nd filling joints with non- shrink
tile grout as per drawings, specifications
and instruction of Engineer
Supply and laying of brick cladding
26.00 overlay works in proper line level as per 125.93 sqm 3,348.80 421,713.98
approved drawings and as directed by the
engineer

27.00 Supplying and Fitting of Carved 173.00 Nos 4,000.00 692,000.00

Sallwood Tudel as per drawings,
Specification and Instruction of Engineer

Supply and installation of 16 mm

approved quality and colours of marble in
28.00 185.70 sqm 3,882.04 720,898.71
proper size and moulding in proper line
level and slope as per the drawing and as
directed by the site engineer.
Total cost = #NAME?

Prepared By: Checked By: Approved By:

 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal

Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing, Cost Estimate
and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural Municpality

Location:- Maiwakhola,Taplejung
DETAILED ESTIMATE OF ADMINISTRATIVE BUILDING

Length (m) Height

Item No. Description No. Breadth Quantity Unit
(m)
(m)
Earthwork in excavation in Medium soils in
foundation including 10m hauling distance
1.00 and 1.8 m. lift all complete in approval of site
engineer.
Footing
F1 2.00 2.300 2.300 1.800 19.044
F2 6.00 2.500 2.500 1.800 67.500
F3 11.00 3.000 3.000 1.800 178.200
F4 3.00 3.300 3.300 1.800 58.806
F5 5.00 3.500 3.500 1.800 110.250
F6 1.00 3.800 3.800 1.800 25.992
F0 3.00 3.300 3.300 1.800 58.806
Mat For Lift 1.00 4.900 5.150 3.470 87.565
Toe wall
Grid 1-1 1.00 7.100 0.900 1.070 6.837
Grid 2-2 1.00 5.896 0.900 1.070 5.678
Grid 3-3 1.00 8.700 0.900 1.070 8.378
Grid 4-4 1.00 11.000 0.900 1.070 10.593
Grid 5-5 1.00 10.500 0.900 1.070 10.112
Grid 6-6 1.00 8.800 0.900 1.070 8.474
Grid A-A 1.00 7.700 0.900 1.070 7.415
Grid B-B 1.00 12.100 0.900 1.070 11.652
Grid C-C 1.00 9.600 0.900 1.070 9.245
Grid D-D 1.00 10.700 0.900 1.070 10.304
Grid E-E 1.00 4.050 0.900 1.070 3.900
Grid F-F 1.00 5.900 0.900 1.070 5.682
Grid G-G 1.00 3.000 0.900 1.070 2.889
Total= 707.323 cum
Stone soling work with approved quality stone
2.00 in perfect line & level as per specification &
instructions all complete.
Footing
F1 2.00 2.300 2.300 0.150 1.587
F2 6.00 2.500 2.500 0.150 5.625
F3 11.00 3.000 3.000 0.150 14.850
F4 3.00 3.300 3.300 0.150 4.900
F5 5.00 3.500 3.500 0.150 9.188
F6 1.00 3.800 3.800 0.150 2.166
F0 3.00 3.300 3.300 0.150 4.900
Mat For Lift 1.00 4.900 5.150 0.150 3.785
Toe wall
Grid 1-1 1.00 7.100 0.300 0.150 0.319
Grid 2-2 1.00 5.896 0.300 0.150 0.265
Grid 3-3 1.00 8.700 0.300 0.150 0.391
Grid 4-4 1.00 11.000 0.300 0.150 0.495
Grid 5-5 1.00 10.500 0.300 0.150 0.473
Grid 6-6 1.00 8.800 0.300 0.150 0.396
Grid A-A 1.00 7.700 0.300 0.150 0.347
Grid B-B 1.00 12.100 0.300 0.150 0.545
Grid C-C 1.00 9.600 0.300 0.150 0.432
Grid D-D 1.00 10.700 0.300 0.150 0.481

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid E-E 1.00 4.050 0.300 0.150 0.182
Grid F-F 1.00 5.900 0.300 0.150 0.266
Grid G-G 1.00 3.000 0.300 0.150 0.135
Total= 51.729 cum
Plain cement concrete(PCC) in 1:2:4 ratio for
foundations and flooring with approved
quality of cement,sand and machine crushed
stone aggregate including supply of
3.00 materials,mixing,laying,curing the work at
least 7 days etc all complete as per approved
drawing specification and instruction of site
engineer.

Footing
F1 2.00 2.300 2.300 0.075 0.793
F2 6.00 2.500 2.500 0.075 2.813
F3 11.00 3.000 3.000 0.075 7.425
F4 3.00 3.300 3.300 0.075 2.450
F5 5.00 3.500 3.500 0.075 4.594
F6 1.00 3.800 3.800 0.075 1.083
F0 3.00 3.300 3.300 0.075 2.450
Mat For Lift 1.00 4.900 5.150 0.075 1.893
Toe wall -
Grid 1-1 1.00 7.100 0.300 0.075 0.160
Grid 2-2 1.00 5.896 0.300 0.075 0.133
Grid 3-3 1.00 8.700 0.300 0.075 0.196
Grid 4-4 1.00 11.000 0.300 0.075 0.247
Grid 5-5 1.00 10.500 0.300 0.075 0.236
Grid 6-6 1.00 8.800 0.300 0.075 0.198
Grid A-A 1.00 7.700 0.300 0.075 0.173
Grid B-B 1.00 12.100 0.300 0.075 0.272
Grid C-C 1.00 9.600 0.300 0.075 0.216
Grid D-D 1.00 10.700 0.300 0.075 0.241
Grid E-E 1.00 4.050 0.300 0.075 0.091
Grid F-F 1.00 5.900 0.300 0.075 0.133
Grid G-G 1.00 3.000 0.300 0.075 0.067
Total= 25.864 cum
Plain cement Concrete (PCC) for RCC works
M 20(1:1.5:3) for slab/lintels/columns/beams
with approved quality of cement, sand and
machine crushed stone aggregate including
4.00 supply of materials,mixing, laying, curing the
work at least 7 days etc all complete as per
approved drawing, Specification and
instruction of site engineer.

Footing
F1 2.00 2.000 2.000 0.350 2.800
F2 6.00 2.200 2.200 0.350 10.164
F3 11.00 2.700 2.700 0.350 28.067
F4 3.00 3.000 3.000 0.375 10.125
F5 5.00 3.200 3.200 0.400 20.480
F6 1.00 3.500 3.500 0.425 5.206
F0 3.00 3.000 3.000 0.350 9.450
Mat For Lift 1.00 4.600 4.850 0.700 15.617
Column upto plinth -
Column upto plinth -
C1 9.00 0.500 0.500 1.700 3.825
C2 2.00 0.500 0.500 1.700 0.850
C3 13.00 0.500 0.500 1.700 5.525
C4 3.00 0.600 0.600 1.700 1.836
C4 2.00 0.500 0.500 1.700 0.850

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
C5 1.00 0.600 0.600 1.700 0.612
C6 2.00 0.500 0.500 1.700 0.850
Ground Floor Column -
C1 9.00 0.500 0.500 3.150 7.087
C2 2.00 0.500 0.500 3.150 1.575
C3 13.00 0.500 0.500 3.150 10.237
C4 3.00 0.600 0.600 1.700 1.836
C4 2.00 0.500 0.500 1.700 0.850
C5 1.00 0.600 0.600 1.700 0.612
C6 2.00 0.500 0.500 1.700 0.850
First Floor Column -
C1 9.00 0.500 0.500 3.150 7.087
C2 2.00 0.500 0.500 3.150 1.575
C3 13.00 0.500 0.500 3.150 10.237
C4 3.00 0.600 0.600 3.150 3.402
C4 2.00 0.500 0.500 3.150 1.575
C5 1.00 0.600 0.600 3.150 1.134
Second Floor Column -
C1 9.00 0.500 0.500 3.150 7.087
C2 2.00 0.500 0.500 3.150 1.575
C3 13.00 0.500 0.500 3.150 10.237
C4 3.00 0.600 0.600 3.150 3.402
C4 2.00 0.500 0.500 3.150 1.575
C5 1.00 0.600 0.600 3.150 1.134
Third Floor Column -
C1 9.00 0.500 0.500 3.150 7.087
C3 13.00 0.500 0.500 3.150 10.237
C4 3.00 0.600 0.600 3.150 3.402
C4 2.00 0.500 0.500 3.150 1.575
C5 1.00 0.600 0.600 3.150 1.134
Roof Floor Column -
C4 3.00 0.600 0.600 3.150 3.402
C5 2.00 0.500 0.500 3.150
C5 1.00 0.600 0.600 3.150 1.134
Tie Beam -
Grid 1-1 1.00 13.500 0.300 0.350 1.417
Grid 2-2 1.00 13.500 0.300 0.350 1.417
Grid 3-3 1.00 22.350 0.300 0.350 2.347
Grid 4-4 1.00 28.900 0.300 0.350 3.035
Grid 5-5 1.00 24.550 0.300 0.350 2.578
Grid 6-6 1.00 18.000 0.300 0.350 1.890
Grid A-A 1.00 14.500 0.300 0.350 1.522
Grid B-B 1.00 24.100 0.300 0.350 2.531
Grid C-C 1.00 24.100 0.300 0.350 2.531
Grid D-D 1.00 24.100 0.300 0.350 2.531
Grid E-E 1.00 14.400 0.300 0.350 1.512
Grid F-F 1.00 14.400 0.300 0.350 1.512
Grid G-G 1.00 4.800 0.300 0.350 0.504
Plinth Tie Beam -
Grid 1-1 1.00 13.500 0.300 0.350 1.417
Grid 2-2 1.00 13.500 0.300 0.350 1.417
Grid 3-3 1.00 22.350 0.300 0.350 2.347
Grid 4-4 1.00 28.900 0.300 0.350 3.035
Grid 5-5 1.00 24.550 0.300 0.350 2.578
Grid 6-6 1.00 18.000 0.300 0.350 1.890
Grid A-A 1.00 14.500 0.300 0.350 1.522
Grid B-B 1.00 24.100 0.300 0.350 2.531
Grid C-C 1.00 24.100 0.300 0.350 2.531
Grid D-D 1.00 24.100 0.300 0.350 2.531

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid E-E 1.00 14.400 0.300 0.350 1.512
Grid F-F 1.00 14.400 0.300 0.350 1.512
Grid G-G 1.00 4.800 0.300 0.350 0.504
Main Beam -
First Floor Beam -
Grid 1-1 1.00 13.500 0.350 0.500 2.363
Grid 2-2 1.00 13.500 0.350 0.500 2.363
Grid 3-3 1.00 22.350 0.350 0.500 3.911
Grid 4-4 1.00 22.350 0.350 0.500 3.911
Grid 5-5 1.00 28.900 0.350 0.500 5.057
Grid 6-6 1.00 18.000 0.350 0.500 3.150
Grid A-A 1.00 14.500 0.350 0.500 2.537
Grid B-B 1.00 24.100 0.350 0.500 4.218
Grid C-C 1.00 24.100 0.350 0.500 4.218
Grid D-D 1.00 24.100 0.350 0.500 4.218
Grid E-E 1.00 14.250 0.350 0.500 2.494
Grid F-F 1.00 14.250 0.350 0.500 2.494
Grid G-G 1.00 4.800 0.350 0.500 0.840
Second Floor Beam -
Grid 1-1 1.00 13.500 0.350 0.500 2.363
Grid 2-2 1.00 13.500 0.350 0.500 2.363
Grid 3-3 1.00 22.500 0.350 0.500 3.937
Grid 4-4 1.00 22.500 0.350 0.500 3.937
Grid 5-5 1.00 18.000 0.350 0.500 3.150
Grid 6-6 1.00 18.000 0.350 0.500 3.150
Grid A-A 1.00 14.500 0.350 0.500 2.537
Grid B-B 1.00 24.100 0.350 0.500 4.218
Grid C-C 1.00 24.100 0.350 0.500 4.218
Grid D-D 1.00 24.100 0.350 0.500 4.218
Grid E-E 1.00 14.250 0.350 0.500 2.494
Grid F-F 1.00 14.250 0.350 0.500 2.494
Third Floor Beam -
Grid 1-1 1.00 13.500 0.350 0.500 2.363
Grid 2-2 1.00 13.500 0.350 0.500 2.363
Grid 3-3 1.00 22.500 0.350 0.500 3.937
Grid 4-4 1.00 22.500 0.350 0.500 3.937
Grid 5-5 1.00 18.000 0.350 0.500 3.150
Grid 6-6 1.00 18.000 0.350 0.500 3.150
Grid A-A 1.00 14.500 0.350 0.500 2.537
Grid B-B 1.00 24.100 0.350 0.500 4.218
Grid C-C 1.00 24.100 0.350 0.500 4.218
Grid D-D 1.00 24.100 0.350 0.500 4.218
Grid E-E 1.00 14.250 0.350 0.500 2.494
Grid F-F 1.00 14.250 0.350 0.500 2.494
Fourth Floor Beam -
Grid 1-1 1.00 13.500 0.350 0.500 2.363
Grid 2-2 1.00 4.500 0.350 0.500 0.788
Grid 3-3 1.00 13.350 0.350 0.500 2.336
Grid 4-4 1.00 22.350 0.350 0.500 3.911
Grid 5-5 1.00 18.000 0.350 0.500 3.150
Grid 6-6 1.00 18.000 0.350 0.500 3.150
Grid A-A 1.00 14.500 0.350 0.500 2.537
Grid B-B 1.00 9.600 0.350 0.500 1.680
Grid C-C 1.00 24.100 0.350 0.500 4.218
Grid D-D 1.00 24.100 0.350 0.500 4.218
Grid E-E 1.00 14.250 0.350 0.500 2.494
Grid F-F 1.00 14.250 0.350 0.500 2.494
Roof Floor Beam -
Grid 3-3 1.00 8.850 0.350 0.500 1.549

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid 4-4 1.00 8.850 0.350 0.500 1.549
Grid D-D 1.00 6.000 0.350 0.500 1.050
Grid E-E 1.00 5.900 0.350 0.500 1.033
Grid F-F 1.00 5.900 0.350 0.500 1.033
Slab -
Ground floor slab 1.00 Area= 618.977 0.150 92.847
Deduction -
Staircase Portion (1.00) Area= 17.920 0.150 (2.688)
Void Assembly Hall (1.00) Area= 0.679 0.150 (0.102)
Sanitary Duct (2.00) Area= 0.880 0.150 (0.264)
Lift Void (1.00) Area= 5.840 0.150 (0.876)
-
First floor slab 1.00 Area= 582.137 0.150 87.321
Deduction -
Staircase Portion (1.00) Area= 17.920 0.150 (2.688)
Void at Engineer Room (1.00) Area= 0.679 0.150 (0.102)
Sanitary Duct (2.00) Area= 0.880 0.150 (0.264)
Lift Void (1.00) Area= 5.840 0.150 (0.876)
-
Second floor slab 1.00 Area= 582.137 0.150 87.321
Deduction -
Staircase Portion (1.00) Area= 17.920 0.150 (2.688)
Void Deputy Mayor Room Toilet (1.00) Area= 0.679 0.150 (0.102)
Sanitary Duct (2.00) Area= 0.880 0.150 (0.264)
Lift Void (1.00) Area= 5.840 0.150 (0.876)
-
Third floor slab 1.00 Area= 582.137 0.150 87.321
Deduction -
Staircase Portion (1.00) Area= 17.920 0.150 (2.688)
Assembly Hall Void (1.00) Area= 173.275 0.150 (25.991)
Sanitary Duct (2.00) Area= 0.880 0.150 (0.264)
Lift Void (1.00) Area= 5.840 0.150 (0.876)
-
Roof Floor Slab 1.00 3.935 5.425 0.150 3.202
2.00 Area= 10.050 0.150 3.015
2.00 Area= 9.975 0.150 2.992
Staricase -
First floor -
First flight -
Steps 8.00 1.500 0.300 0.075 0.270
landing 1.00 1.770 1.500 0.150 0.398
waist slab 1.00 2.680 1.500 0.150 0.603
second flight -
Steps 6.00 1.500 0.300 0.075 0.202
landing 1.00 1.770 1.500 0.150 0.398
waist slab 1.00 2.010 1.500 0.150 0.452
Third flight -
Steps 8.00 1.500 0.300 0.075 0.270
waist slab 1.00 2.680 1.500 0.150 0.603
Second Floor -
First flight -
Steps 8.00 1.500 0.300 0.075 0.270
landing 1.00 1.770 1.500 0.150 0.398
waist slab 1.00 2.680 1.500 0.150 0.603
second flight -
Steps 6.00 1.500 0.300 0.075 0.202
landing 1.00 1.770 1.500 0.150 0.398
waist slab 1.00 2.010 1.500 0.150 0.452
Third flight -

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Steps 8.00 1.500 0.300 0.075 0.270
waist slab 1.00 2.680 1.500 0.150 0.603
Third Floor -
First flight -
Steps 8.00 1.500 0.300 0.075 0.270
landing 1.00 1.770 1.500 0.150 0.398
waist slab 1.00 2.680 1.500 0.150 0.603
second flight -
Steps 6.00 1.500 0.300 0.075 0.202
landing 1.00 1.770 1.500 0.150 0.398
waist slab 1.00 2.010 1.500 0.150 0.452
Third flight -
Steps 8.00 1.500 0.300 0.075 0.270
waist slab 1.00 2.680 1.500 0.150 0.603
Fourth Floor -
First flight -
Steps 8.00 1.500 0.300 0.075 0.270
landing 1.00 1.770 1.500 0.150 0.398
waist slab 1.00 2.680 1.500 0.150 0.603
second flight -
Steps 6.00 1.500 0.300 0.075 0.202
landing 1.00 1.770 1.500 0.150 0.398
waist slab 1.00 2.010 1.500 0.150 0.452
Third flight -
Steps 8.00 1.500 0.300 0.075 0.270
waist slab 1.00 2.680 1.500 0.150 0.603
Lintel band -
Ground floor -
Grid 1-1 1.00 13.500 0.230 0.100 0.311
Grid 3-3 1.00 9.000 0.110 0.100 0.099
Grid 4-4 1.00 4.500 0.230 0.100 0.104
Grid 6-6 1.00 18.000 0.230 0.100 0.414
Grid A-A 1.00 14.500 0.230 0.100 0.334
Grid B-B 1.00 9.600 0.230 0.100 0.221
Grid D-D 1.00 9.700 0.110 0.100 0.107
Grid F-F 1.00 13.500 0.230 0.100 0.311
First floor -
Grid 1-1 1.00 13.500 0.230 0.100 0.311
Grid 3-3 1.00 9.000 0.110 0.100 0.099
Grid 4-4 1.00 4.500 0.230 0.100 0.104
Grid 6-6 1.00 18.000 0.230 0.100 0.414
Grid A-A 1.00 14.500 0.230 0.100 0.334
Grid B-B 1.00 9.600 0.230 0.100 0.221
Grid D-D 1.00 9.700 0.110 0.100 0.107
Grid F-F 1.00 13.500 0.230 0.100 0.311
Second floor -
Grid 1-1 1.00 13.500 0.230 0.100 0.311
Grid 3-3 1.00 9.000 0.110 0.100 0.099
Grid 4-4 1.00 4.500 0.230 0.100 0.104
Grid 6-6 1.00 18.000 0.230 0.100 0.414
Grid A-A 1.00 14.500 0.230 0.100 0.334
Grid B-B 1.00 9.600 0.230 0.100 0.221
Grid D-D 1.00 9.700 0.110 0.100 0.107
Grid F-F 1.00 13.500 0.230 0.100 0.311
Third floor -
Grid 1-1 1.00 13.500 0.230 0.100 0.311
Grid 3-3 1.00 9.000 0.230 0.100 0.207
Grid 4-4 1.00 4.500 0.230 0.100 0.104
Grid 6-6 1.00 18.000 0.230 0.100 0.414

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid A-A 1.00 14.500 0.230 0.100 0.334
Grid B-B 1.00 9.600 0.230 0.100 0.221
Grid D-D 1.00 9.700 0.230 0.100 0.223
Grid F-F 1.00 6.030 0.460 0.100 0.277
Top floor -
Grid 3-3 1.00 4.400 0.230 0.100 0.101
Grid 4-4 1.00 4.400 0.230 0.100 0.101
Grid D-D 1.00 3.205 0.230 0.100 0.074
Grid E-E 1.00 5.850 0.230 0.100 0.135
Offset Wall Utility Room 1.00 9.500 0.230 0.100 0.219
Sill band
Ground floor
Grid 1-1 1.00 13.500 0.230 0.075 0.233
Grid 3-3 1.00 9.000 0.230 0.075 0.155
Grid 4-4 1.00 4.500 0.230 0.075 0.078
Grid 6-6 1.00 18.000 0.230 0.075 0.311
Grid A-A 1.00 14.500 0.230 0.075 0.250
Grid B-B 1.00 9.700 0.230 0.075 0.167
Deduction
D1-1050*2100 (1.00) 1.050 0.230 0.075 (0.018)
Grid D-D 1.00 9.700 0.230 0.075 0.167
Deduction
DW-(1200*2800)+(600*2800) (1.00) 1.200 0.230 0.075 (0.021)
Grid F-F 1.00 13.500 0.230 0.075 0.233
Deduction
DW1-(1500*2800)+(1650*2800) (1.00) 1.500 0.230 0.075 (0.026)
First floor
Grid 1-1 1.00 13.500 0.230 0.075 0.233
Grid 3-3 1.00 9.000 0.230 0.075 0.155
Grid 4-4 1.00 4.500 0.230 0.075 0.078
Grid 6-6 1.00 18.000 0.230 0.075 0.311
Grid A-A 1.00 14.500 0.230 0.075 0.250
Grid B-B 1.00 9.700 0.230 0.075 0.167
Deduction
D1-1050*2100 (1.00) 1.050 0.230 0.075 (0.018)
Grid D-D 1.00 9.700 0.230 0.075 0.167
Grid F-F 1.00 13.500 0.230 0.075 0.233
Deduction
DW1-(1500*2800)+(1650*2800) (1.00) 1.500 0.230 0.075 (0.026)
Second floor -
Grid 1-1 1.00 13.500 0.230 0.075 0.233
Grid 3-3 1.00 9.000 0.110 0.075 0.074
Grid 4-4 1.00 4.500 0.110 0.075 0.037
Grid 6-6 1.00 18.000 0.230 0.075 0.311
Grid A-A 1.00 14.500 0.230 0.075 0.250
Grid B-B 1.00 9.700 0.230 0.075 0.167
Deduction -
D1-1050*2100 (1.00) 1.050 0.230 0.075 (0.018)
Grid D-D 1.00 9.700 0.230 0.075 0.167
Grid F-F 1.00 13.500 0.230 0.075 0.233
Third floor -
Grid 1-1 1.00 13.500 0.230 0.075 0.233
Grid 3-3 1.00 9.000 0.110 0.075 0.074
Grid 4-4 1.00 4.500 0.110 0.075 0.037
Grid 6-6 1.00 18.000 0.230 0.075 0.311
Grid A-A 1.00 14.500 0.230 0.075 0.250
Grid B-B 1.00 9.700 0.230 0.075 0.167
Deduction -
D1-1050*2100 (1.00) 1.050 0.230 0.075 (0.018)

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid D-D 1.00 9.700 0.230 0.075 0.167
Grid F-F 1.00 13.500 0.230 0.075 0.233
Top floor -
Grid 3-3 1.00 4.400 0.230 0.075 0.076
Grid 4-4 1.00 4.400 0.230 0.075 0.076
Deduction
D2-750*2100 (1.00) 0.750 0.230 0.075 (0.013)
Grid D-D 1.00 3.205 0.230 0.075 0.055
Grid E-E 1.00 5.850 0.230 0.075 0.101
Offset Wall Utility Room 1.00 9.500 0.230 0.075 0.164
Deduction
D2-750*2100 (1.00) 0.750 0.230 0.075 (0.013)
-
Lift Shear Wall 1.00 8.045 0.250 16.500 33.186
Shear Wall Grid 3-3 1.00 29.500 0.230 3.300 22.391
Total= 833.051 cum
TMT steel reinforcement bar of fe 500 grade
including supplying, straightening, cleaning,
cutting, binding & fixing in position with
5.00 annealed tying binding wire all complete as per 130,788.932
approved drawing, Specification and instruction
of site engineer.

5% Wastage 137,328.379
Total= 137,328.379 KG
Formwork, shuttering, centering with 19mm
thick waterproof ply board and steel post for all
works necessary propping, scaffolding, staging,
supporting inclusive of wedging and cutting
holes for utilization till the support if fully
6.00
unyielding nett all complete as per approved
drawing, Specification and instruction of site
engineer.

I Column
Column upto plinth
C1 9.00 2.076 1.700 31.763
C2 2.00 2.076 1.700 7.058
C3 13.00 2.076 1.700 45.880
C4 3.00 2.076 1.700 10.588
C4 2.00 2.476 1.700 8.418
C5 1.00 2.076 1.700 3.529
C6 2.00 2.076 1.700 7.058

Ground Floor Column -

C1 9.00 2.076 3.150 58.855
C2 2.00 2.076 3.150 13.079
C3 13.00 2.076 3.150 85.012
C4 3.00 2.076 3.150 19.618
C4 2.00 2.476 3.150 15.599
C5 1.00 2.076 3.150 6.539
C6 2.00 2.076 3.150 13.079

First Floor Column -

C1 9.00 2.076 3.150 58.855
C2 2.00 2.076 3.150 13.079
C3 13.00 2.076 3.150 85.012
C4 3.00 2.076 3.150 19.618
C4 2.00 2.476 3.150 15.599
C5 1.00 2.076 3.150 6.539

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Second Floor Column -
C1 9.00 2.076 3.150 58.855
C2 2.00 2.076 3.150 13.079
C3 13.00 2.076 3.150 85.012
C4 3.00 2.076 3.150 19.618
C4 2.00 2.476 3.150 15.599
C5 1.00 2.076 3.150 6.539

Third Floor Column

C1 9.00 2.076 3.150 58.855
C3 13.00 2.076 3.150 85.012
C4 3.00 2.076 3.150 19.618
C4 2.00 2.476 3.150 15.599
C5 1.00 2.076 3.150 6.539

Roof Floor Column -

C4 3.00 2.076 3.150 19.618
C4 2.00 2.476 3.150 15.599
C5 1.00 2.076 3.150 6.539
Total= 950.859 sqm
II Slab
Footing
F1 2.00 8.000 0.425 6.800
F2 6.00 8.800 0.425 22.440
F3 11.00 10.400 0.425 48.620
F4 3.00 12.000 0.450 16.200
F5 5.00 12.800 0.475 30.400
F6 1.00 14.000 0.500 7.000
F0 3.00 12.000 0.450 16.200
Mat For Lift 1.00 18.900 0.700 13.230
Slab -
Ground Floor Slab 1.00 120.025 0.150 18.004
1.00 Area= 618.977 618.977
Deduction -
Staircase Portion (1.00) Area= 17.920 (17.920)
Void of Assembly Hall (1.00) Area= 0.679 (0.679)
Sanitary Duct (2.00) Area= 0.880 (1.760)
Lift Void (1.00) Area= 5.840 (5.840)
First floor slab 1.00 Area= 582.137 582.137
1.00 109.506 0.150 16.426
Deduction -
Staircase Portion (1.00) Area= 17.920 (17.920)
Void of Engineer Room (1.00) Area= 0.679 (0.679)
Sanitary Duct (2.00) Area= 0.880 (1.760)
Lift Void (1.00) Area= 5.840 (5.840)
Second floor slab 1.00 Area= 582.137 582.137
1.00 109.506 0.150 16.426
Deduction
Staircase Portion (1.00) Area= 17.920 (17.920)
Void Deputy Mayor Room Toilet (1.00) Area= 0.679 (0.679)
Sanitary Duct (2.00) Area= 0.880 (1.760)
Lift Void (1.00) Area= 5.840 (5.840)
Third floor slab 1.00 Area= 582.137 582.137
1.00 109.506 0.150 16.426
Deduction
Staircase Portion (1.00) Area= 17.920 0.150 (2.688)
Assembly Hall Void (1.00) Area= 173.275 0.150 (25.991)
Sanitary Duct (2.00) Area= 0.880 0.150 (0.264)
Lift Void (1.00) Area= 5.840 0.150 (0.876)

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)

Roof Floor Slab 1.00 3.935 5.425 21.347

1.00 18.720 0.150 2.808
2.00 Area= 10.050 20.100
2.00 Area= 9.975 19.950
1.00 25.400 0.150 3.810
Staircase
First floor
First flight
Steps 8.00 1.500 0.150 1.800
landing 1.00 1.770 1.500 2.655
1.00 6.540 0.150 0.981
waist slab 1.00 2.680 1.500 4.020
1.00 5.360 0.150 0.804
second flight -
Steps 6.00 1.500 0.150 1.350
landing 1.00 1.770 1.500 2.655
1.00 6.540 0.150 0.981
waist slab 1.00 2.010 1.500 3.015
1.00 4.020 0.150 0.603
Third flight -
Steps 7.00 1.500 0.150 1.575
waist slab 1.00 2.680 1.300 3.484
1.00 5.360 0.150 0.804
Second Floor
First flight -
Steps 8.00 1.500 0.150 1.800
landing 1.00 1.770 1.500 2.655
1.00 6.540 0.150 0.981
waist slab 1.00 2.680 1.500 4.020
1.00 5.360 0.150 0.804
second flight -
Steps 6.00 1.500 0.150 1.350
landing 1.00 1.770 1.500 2.655
1.00 6.540 0.150 0.981
waist slab 1.00 2.010 1.500 3.015
1.00 4.020 0.150 0.603
Third flight -
Steps 7.00 1.500 0.150 1.575
waist slab 1.00 2.680 1.300 3.484
1.00 5.360 0.150 0.804
Third Floor
First flight -
Steps 8.00 1.500 0.150 1.800
landing 1.00 1.770 1.500 2.655
1.00 6.540 0.150 0.981
waist slab 1.00 2.680 1.500 4.020
1.00 5.360 0.150 0.804
second flight -
Steps 6.00 1.500 0.150 1.350
landing 1.00 1.770 1.500 2.655
1.00 6.540 0.150 0.981
waist slab 1.00 2.010 1.500 3.015
1.00 4.020 0.150 0.603
Third flight -
Steps 7.00 1.500 0.150 1.575
waist slab 1.00 2.680 1.300 3.484
1.00 5.360 0.150 0.804
Fourth Floor

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
First flight -
Steps 8.00 1.500 0.150 1.800
landing 1.00 1.770 1.500 2.655
1.00 6.540 0.150 0.981
waist slab 1.00 2.680 1.500 4.020
1.00 5.360 0.150 0.804
second flight -
Steps 6.00 1.500 0.150 1.350
landing 1.00 1.770 1.500 2.655
1.00 6.540 0.150 0.981
waist slab 1.00 2.010 1.500 3.015
1.00 4.020 0.150 0.603
Third flight -
Steps 7.00 1.500 0.150 1.575
waist slab 1.00 2.680 1.300 3.484
1.00 5.360 0.150 0.804
Lift Shear Wall -
Inner Formwork 1.00 7.779 16.500 128.354
Outer Formwork 1.00 8.726 3.300 28.796
Shear Wall Grid 3-3 1.00 59.460 3.300 196.218
Total= 3,005.434 sqm
III Beam
Tie Beam -
Grid 1-1 1.00 13.500 0.700 9.450
Grid 2-2 1.00 13.500 0.700 9.450
Grid 3-3 1.00 22.500 0.700 15.750
Grid 4-4 1.00 28.900 0.700 20.230
Grid 5-5 1.00 28.900 0.700 20.230
Grid 6-6 1.00 24.550 0.700 17.185
Grid A-A 1.00 14.500 0.700 10.150
Grid B-B 1.00 24.100 0.700 16.870
Grid C-C 1.00 24.100 0.700 16.870
Grid D-D 1.00 24.100 0.700 16.870
Grid E-E 1.00 14.400 0.700 10.080
Grid F-F 1.00 14.400 0.700 10.080
Grid G-G 1.00 4.800 0.700 3.360
Plinth Tie Beam -
Grid 1-1 1.00 13.500 0.700 9.450
Grid 2-2 1.00 13.500 0.700 9.450
Grid 3-3 1.00 22.500 0.700 15.750
Grid 4-4 1.00 28.900 0.700 20.230
Grid 5-5 1.00 28.900 0.700 20.230
Grid 6-6 1.00 24.550 0.700 17.185
Grid A-A 1.00 14.500 0.700 10.150
Grid B-B 1.00 24.100 0.700 16.870
Grid C-C 1.00 24.100 0.700 16.870
Grid D-D 1.00 24.100 0.700 16.870
Grid E-E 1.00 14.400 0.700 10.080
Grid F-F 1.00 14.400 0.700 10.080
Grid G-G 1.00 4.800 0.700 3.360
Main Beam -
First Floor Beam -
Grid 1-1 1.00 13.500 1.388 18.738
Grid 2-2 1.00 13.500 1.388 18.738
Grid 3-3 1.00 22.350 1.388 31.022
Grid 4-4 1.00 22.350 1.388 31.022
Grid 5-5 1.00 28.900 1.388 40.113
Grid 6-6 1.00 18.000 1.388 24.984
Grid A-A 1.00 14.500 1.388 20.126

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid B-B 1.00 24.100 1.388 33.451
Grid C-C 1.00 24.100 1.388 33.451
Grid D-D 1.00 24.100 1.388 33.451
Grid E-E 1.00 14.250 1.388 19.779
Grid F-F 1.00 14.250 1.388 19.779
Grid G-G 1.00 4.800 1.388 6.662
Second Floor Beam -
Grid 1-1 1.00 13.500 1.388 18.738
Grid 2-2 1.00 13.500 1.388 18.738
Grid 3-3 1.00 22.500 1.388 31.230
Grid 4-4 1.00 22.500 1.388 31.230
Grid 5-5 1.00 18.000 1.388 24.984
Grid 6-6 1.00 18.000 1.388 24.984
Grid A-A 1.00 14.500 1.388 20.126
Grid B-B 1.00 24.100 1.388 33.451
Grid C-C 1.00 24.100 1.388 33.451
Grid D-D 1.00 24.100 1.388 33.451
Grid E-E 1.00 14.250 1.388 19.779
Grid F-F 1.00 14.250 1.388 19.779
Third Floor Beam
Grid 1-1 1.00 13.500 1.388
Grid 2-2 1.00 13.500 1.388 18.738
Grid 3-3 1.00 22.500 1.388 31.230
Grid 4-4 1.00 22.500 1.388 31.230
Grid 5-5 1.00 18.000 1.388 24.984
Grid 6-6 1.00 18.000 1.388 24.984
Grid A-A 1.00 14.500 1.388 20.126
Grid B-B 1.00 24.100 1.388 33.451
Grid C-C 1.00 24.100 1.388 33.451
Grid D-D 1.00 24.100 1.388 33.451
Grid E-E 1.00 14.250 1.388 19.779
Grid F-F 1.00 14.250 1.388 19.779
Fourth Floor Beam -
Grid 1-1 1.00 13.500 1.388 18.738
Grid 2-2 1.00 4.500 1.388 6.246
Grid 3-3 1.00 13.350 1.388 18.530
Grid 4-4 1.00 22.350 1.388 31.022
Grid 5-5 1.00 18.000 1.388 24.984
Grid 6-6 1.00 18.000 1.388 24.984
Grid A-A 1.00 14.500 1.388 20.126
Grid B-B 1.00 9.600 1.388 13.325
Grid C-C 1.00 24.100 1.388 33.451
Grid D-D 1.00 24.100 1.388 33.451
Grid E-E 1.00 14.250 1.388 19.779
Grid F-F 1.00 14.250 1.388 19.779
Roof Floor Beam -
Grid 3-3 1.00 8.850 1.388 12.284
Grid 4-4 1.00 8.850 1.388 12.284
Grid D-D 1.00 6.000 1.388 8.328
Grid E-E 1.00 5.900 1.388 8.189
Grid F-F 1.00 5.900 1.388 8.189
Lintel band -
Ground floor -
Grid 1-1 1.00 13.500 0.200 2.700
Grid 3-3 1.00 9.000 0.200 1.800
Grid 4-4 1.00 4.500 0.200 0.900
Grid 6-6 1.00 18.000 0.200 3.600
Grid A-A 1.00 14.500 0.200 2.900
Grid B-B 1.00 9.700 0.200 1.940

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid D-D 1.00 9.700 0.200 1.940
Grid F-F 1.00 14.500 0.200 2.900
First floor -
Grid 1-1 1.00 13.500 0.200 2.700
Grid 3-3 1.00 9.000 0.200 1.800
Grid 4-4 1.00 4.500 0.200 0.900
Grid 6-6 1.00 18.000 0.200 3.600
Grid A-A 1.00 14.500 0.200 2.900
Grid B-B 1.00 9.700 0.200 1.940
Grid D-D 1.00 9.700 0.200 1.940
Grid F-F 1.00 14.500 0.200 2.900
Second floor
Grid 1-1 1.00 13.500 0.200 2.700
Grid 3-3 1.00 9.000 0.200 1.800
Grid 4-4 1.00 4.500 0.200 0.900
Grid 6-6 1.00 18.000 0.200 3.600
Grid A-A 1.00 14.500 0.200 2.900
Grid B-B 1.00 9.700 0.200 1.940
Grid D-D 1.00 9.700 0.200 1.940
Grid F-F 1.00 14.500 0.200 2.900
Third floor
Grid 1-1 1.00 13.500 0.200 2.700
Grid 3-3 1.00 9.000 0.200 1.800
Grid 4-4 1.00 4.500 0.200 0.900
Grid 6-6 1.00 18.000 0.200 3.600
Grid A-A 1.00 14.500 0.200 2.900
Grid B-B 1.00 9.700 0.200 1.940
Grid D-D 1.00 9.700 0.200 1.940
Grid F-F 1.00 14.500 0.200 2.900
Top floor -
Grid 3-3 1.00 4.400 0.200 0.880
Grid 4-4 1.00 4.400 0.200 0.880
Grid D-D 1.00 3.205 0.200 0.641
Grid E-E 1.00 5.850 0.200 1.170
Offset Wall Utility Room 1.00 9.500 0.200 1.900
Sill band -
Ground floor -
Grid 1-1 1.00 13.500 0.150 2.025
Grid 3-3 1.00 9.000 0.150 1.350
Grid 4-4 1.00 4.500 0.150 0.675
Grid 6-6 1.00 18.000 0.150 2.700
Grid A-A 1.00 14.500 0.150 2.175
Grid B-B 1.00 9.700 0.150 1.455
Deduction
D1-1050*2100 (1.00) 1.050 0.150 (0.158)
Grid D-D 1.00 9.700 0.150 1.455
Deduction
DW-(1200*2800)+(600*2800) (1.00) 1.200 0.150 (0.180)
Grid F-F 1.00 13.500 0.150 2.025
Deduction
DW1-(1500*2800)+(1650*2800) (1.00) 1.500 0.150 (0.225)
First floor
Grid 1-1 1.00 13.500 0.150 2.025
Grid 3-3 1.00 9.000 0.150 1.350
Grid 4-4 1.00 4.500 0.150 0.675
Grid 6-6 1.00 18.000 0.150 2.700
Grid A-A 1.00 14.500 0.150 2.175
Grid B-B 1.00 9.700 0.150 1.455
Deduction -

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
D1-1050*2100 (1.00) 1.050 0.150 (0.158)
Grid D-D 1.00 9.700 0.150 1.455
Grid F-F 1.00 13.500 0.150 2.025
Deduction
DW1-(1500*2800)+(1650*2800) (1.00) 1.500 0.150 (0.225)

Second floor
Grid 1-1 1.00 13.500 0.150 2.025
Grid 3-3 1.00 9.000 0.150 1.350
Grid 4-4 1.00 4.500 0.150 0.675
Grid 6-6 1.00 18.000 0.150 2.700
Grid A-A 1.00 14.500 0.150 2.175
Grid B-B 1.00 9.700 0.150 1.455
Deduction -
D1-1050*2100 (1.00) 1.050 0.150 (0.158)
Grid D-D 1.00 9.700 0.150 1.455
Grid F-F 1.00 13.500 0.150 2.025
Third floor
Grid 1-1 1.00 13.500 0.150 2.025
Grid 3-3 1.00 9.000 0.150 1.350
Grid 4-4 1.00 4.500 0.150 0.675
Grid 6-6 1.00 18.000 0.150 2.700
Grid A-A 1.00 14.500 0.150 2.175
Grid B-B 1.00 9.700 0.150 1.455
Deduction
D1-1050*2100 (1.00) 1.050 0.150 (0.158)
Grid D-D 1.00 9.700 0.150 1.455
Grid F-F 1.00 13.500 0.150 2.025
Top floor
Grid 3-3 1.00 4.400 0.150 0.660
Grid 4-4 1.00 4.400 0.150 0.660
Deduction
D2-750*2100 (1.00) 0.750 0.150 (0.112)
Grid D-D 1.00 3.205 0.150 0.481
Grid E-E 1.00 5.850 0.150 0.878
Offset Wall Utility Room 1.00 9.500 0.150 1.425
Deduction
D2-750*2100 (1.00) 0.750 0.150 (0.112)
Total= 1,737.546 sqm
Good quality local chimney made Brickwork in
1:4 C/S mortar in superstructure in perfect line
level finish including supply of materials, wetting
the bricks, racking the joints and curing the work
7.01 for at least 7 days all complete as per approved
drawing, Specification and instruction of site
engineer.

Ground floor
Grid 1-1 1.00 13.500 0.230 2.800 8.694
Deduction
W2-(1500*1350) (6.00) 1.500 0.230 1.350 (2.795)
Grid 3-3 1.00 9.000 0.230 2.800 5.796
Deduction
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)
Grid 4-4 1.00 4.500 0.230 2.800 2.898
Deduction -
W1-(2400*1350) (1.00) 2.400 0.230 1.350 (0.745)
Grid between 4-4 & 5-5 1.00 3.655 0.230 2.800 2.354

Grid 6-6 1.00 18.000 0.230 2.800 11.592

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Deduction -
W1-(2400*1350) (2.00) 2.400 0.230 1.350 (1.490)
W2-(1500*1350) (1.00) 1.500 0.230 1.350 (0.466)
W6-(900*600) (3.00) 0.900 0.230 0.600 (0.373)

Grid A-A 1.00 14.500 0.230 2.800 9.338

Deduction
W1-(2400*1350) (3.00) 2.400 0.230 1.350 (2.236)

Grid B-B 1.00 9.700 0.230 2.800 6.247

Deduction -
D1-1050*2100 (1.00) 1.050 0.230 2.100 (0.507)
W2-(1500*1350) (1.00) 1.500 0.230 1.350 (0.466)
V-(2400*600) (1.00) 2.400 0.230 0.600 (0.331)

Grid Between C-C & D-D 1.00 7.065 0.230 3.150 5.119

Grid D-D 1.00 9.700 0.230 2.800 6.247

Deduction -
DW2-(1200*2800)+(600*2800) (1.00) 1.200 0.230 2.800 (0.773)
(2.00) 0.600 0.230 2.800 (0.773)
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)

Grid E-E 1.00 4.700 0.230 2.800 3.027

Grid F-F 1.00 14.500 0.230 2.800 9.338

Deduction -
DW1-(1500*2800)+(1650*2800) (1.00) 1.500 0.230 2.800 (0.966)
(2.00) 1.650 0.230 2.800 (2.125)
W4-(2400*2800) (1.00) 2.400 0.230 2.800 (1.546)

First floor
Grid 1-1 1.00 13.500 0.230 2.800 8.694
Deduction
W2-(1500*1350) (6.00) 1.500 0.230 1.350 (2.795)
Grid 3-3 1.00 9.000 0.230 2.800 5.796
Deduction
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)
Grid 4-4 1.00 4.500 0.230 2.800 2.898
Deduction -
W1-(2400*1350) (1.00) 2.400 0.230 1.350 (0.745)
Grid between 4-4 & 5-5 1.00 3.655 0.230 2.800 2.354

Grid 6-6 1.00 18.000 0.230 2.800 11.592

Deduction -
W1-(2400*1350) (1.00) 2.400 0.230 1.350 (0.745)
W2-(1500*1350) (3.00) 1.500 0.230 1.350 (1.397)
W6-(900*600) (3.00) 0.900 0.230 0.600 (0.373)

Grid A-A 1.00 14.500 0.230 2.800 9.338

Deduction
W1-(2400*1350) (3.00) 2.400 0.230 1.350 (2.236)

Grid B-B 1.00 9.700 0.230 2.800 6.247

Deduction -
D1-1050*2100 (1.00) 1.050 0.230 2.100 (0.507)
W2-(1500*1350) (1.00) 1.500 0.230 1.350 (0.466)
V-(2400*600) (1.00) 2.400 0.230 0.600 (0.331)

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid D-D 1.00 9.700 0.230 2.800 6.247
Deduction -
W4-(2400*2800) (1.00) 2.400 0.230 2.800 (1.546)
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)

Grid E-E 1.00 4.700 0.230 2.800 3.027

Grid F-F 1.00 14.500 0.230 2.800 9.338

Deduction -
DW1-(1500*2800)+(1650*2800) (1.00) 1.500 0.230 2.800 (0.966)
(2.00) 1.650 0.230 2.800 (2.125)
W4-(2400*2800) (1.00) 2.400 0.230 2.800 (1.546)

Grid Between C-C & D-D 1.00 7.065 0.230 3.150 5.119

Second floor
Grid 1-1 1.00 13.500 0.230 2.800 8.694
Deduction
W2-(1500*1350) (6.00) 1.500 0.230 1.350 (2.795)
Grid 3-3 1.00 9.000 0.230 2.800 5.796
Deduction
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)
Grid 4-4 1.00 4.500 0.230 2.800 2.898
Deduction -
W1-(2400*1350) (1.00) 2.400 0.230 1.350 (0.745)
Grid 6-6 1.00 18.000 0.230 2.800 11.592
Deduction -
W1-(2400*1350) (1.00) 2.400 0.230 1.350 (0.745)
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)
W6-(900*600) (4.00) 0.900 0.230 0.600 (0.497)

Grid A-A 1.00 14.500 0.230 2.800 9.338

Deduction
W1-(2400*1350) (3.00) 2.400 0.230 1.350 (2.236)

Grid B-B 1.00 9.700 0.230 2.800 6.247

Deduction -
D1-1050*2100 (1.00) 1.050 0.230 2.100 (0.507)
W2-(1500*1350) (1.00) 1.500 0.230 1.350 (0.466)
V-(2400*600) (1.00) 2.400 0.230 0.600 (0.331)

Grid D-D 1.00 9.700 0.230 2.800 6.247

Deduction -
W4-(2400*2800) (1.00) 2.400 0.230 2.800 (1.546)
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)

Grid F-F 1.00 14.500 0.230 2.800 9.338

Deduction -
W7-(4750*2800) (1.00) 4.750 0.230 2.800 (3.059)
W4-(2400*2800) (1.00) 2.400 0.230 2.800 (1.546)

Grid Between C-C & D-D 1.00 7.065 0.230 3.150 5.119
Grid E-E 1.00 4.700 0.230 2.800 3.027
Grid between 4-4 & 5-5 1.00 3.655 0.230 2.800 2.354

Third floor
Grid 1-1 1.00 13.500 0.230 2.950 9.160
Deduction
W2-(1500*1350) (6.00) 1.500 0.230 1.350 (2.795)

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid 3-3 1.00 9.000 0.230 2.800 5.796
Deduction
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)
Grid 4-4 1.00 4.500 0.230 2.800 2.898
Deduction -
W1-(2400*1350) (1.00) 2.400 0.230 1.350 (0.745)
Grid 6-6 1.00 18.000 0.230 2.800 11.592
Deduction -
W1-(2400*1350) (2.00) 2.400 0.230 1.350 (1.490)
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)
W6-(900*600) (3.00) 0.900 0.230 0.600 (0.373)

Grid A-A 1.00 14.500 0.230 2.800 9.338

Deduction
W1-(2400*1350) (3.00) 2.400 0.230 1.350 (2.236)

Grid B-B 1.00 9.700 0.230 2.800 6.247

Deduction -
D1-1050*2100 (1.00) 1.050 0.230 2.100 (0.507)
W2-(1500*1350) (1.00) 1.500 0.230 1.350 (0.466)
V-(2400*600) (1.00) 2.400 0.230 0.600 (0.331)

Grid D-D 1.00 9.700 0.230 2.800 6.247

Deduction -
W4-(2400*2800) (1.00) 2.400 0.230 2.800 (1.546)
W2-(1500*1350) (2.00) 1.500 0.230 1.350 (0.932)

Grid F-F 1.00 14.500 0.230 2.800 9.338

Deduction -
W7-(4750*2800) (1.00) 4.750 0.230 2.800 (3.059)
W4-(2400*2800) (1.00) 2.400 0.230 2.800 (1.546)

Grid Between C-C & D-D 1.00 7.065 0.230 3.150 5.119
Grid E-E 1.00 4.700 0.230 2.800 3.027
Grid between 4-4 & 5-5 1.00 3.655 0.230 2.800 2.354

Top floor
Grid 3-3 1.00 4.400 0.230 2.950 2.985
Grid 4-4 1.00 4.400 0.230 2.950 2.985
Deduction -
D2-750*2100 (1.00) 0.750 0.230 2.100 (0.362)
Grid D-D 1.00 3.205 0.230 2.950 2.175
Grid E-E 1.00 5.850 0.230 2.950 3.969
Offset Wall Utility Room 1.00 9.500 0.230 3.150 6.883
Deduction -
D2-750*2100 (1.00) 0.750 0.230 2.100 (0.362)
V1-2400*600 (2.00) 2.400 0.230 0.600 (0.662)
W3-(750*11250) (3.00) 0.750 0.230 11.250 (5.822)
W5-(1200*11250) (2.00) 1.200 0.230 11.250 (6.210)

Parapet Wall -
900 mm high wall for Seminar Hall 2.00 16.000 10.000 0.900 288.000
Parapet Wall Front Area 1.00 15.340 0.230 1.000 3.528
Parapet Wall (Top Floor) 1.00 59.240 0.230 1.000 13.625

Total= 523.546 cum

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Good quality local chimney made Brickwork in
1:4 C/S mortar in Sub-Structure in perfect line
level finish including supply of materials, wetting
7.02 the bricks, racking the joints and curing the work
for at least 7 days all complete as per approved
drawing, Specification and instruction of site
engineer.
Toe wall
Grid 1-1 1.00 13.500 0.230 0.340 1.056
Grid 2-2 1.00 13.500 0.230 0.340 1.056
Grid 3-3 1.00 22.500 0.230 0.340 1.760
Grid 4-4 1.00 26.800 0.230 0.340 2.096
Grid 5-5 1.00 22.500 0.230 0.340 1.760
Grid 6-6 1.00 18.000 0.230 0.340 1.408
Grid A-A 1.00 14.500 0.230 0.340 1.134
Grid B-B 1.00 24.100 0.230 0.340 1.885
Grid C-C 1.00 24.100 0.230 0.340 1.885
Grid D-D 1.00 24.100 0.230 0.340 1.885
Grid E-E 1.00 14.250 0.230 0.340 1.114
Grid F-F 1.00 14.250 0.230 0.340 1.114
Grid G-G 1.00 4.800 0.230 0.340 0.375
Total= 18.526 cum
50 mm thick EPS based light weight sandwich
panel with 4.5mm non asbestos calcium silictae
board on both sides as face board and EPS , sand
cement as inner core with standard size 2ft. With
height 8ft. And brand (Nepal Eco Panel).
7.03 Installation includes adhesive cement,
polyurethane foam, 6inch nails and metallic
hooking (L and U Shape)

Inner Wall Partition at Room

Ground floor
Horizontal Axis
Along Grid 2-2 (Assembly Hall) 1.00 13.500 0.050 2.800 1.890
Along Grid 3-3 1.00 13.500 0.050 2.800 1.890
Deduction -
D1-1050*2100 (2.00) 1.050 0.050 2.100 (0.221)
Vetenary Section (between 3-3 & 4-4) 1.00 3.010 0.050 3.150 0.474
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Panjikaran Ekai Vault (between 3-3 & 4-4) 1.00 5.270 0.050 3.150 0.830
Deduction -
D2-750*2100 (1.00) 0.750 0.050 2.100 (0.079)
Gaun Prahari Unit (between 3-3 & 4-4) 1.00 2.125 0.050 2.100 0.223
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 4-4 (Panjikaran Ekai) 1.00 4.500 0.050 2.800 0.630
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Store Room (between 4-4 & 5-5) 1.00 7.310 0.050 3.150 1.151
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Women and Children Room (between 4-4 & 5-5)
1.00 3.500 0.050 3.150 0.551
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 5-5 (Bank and Counter) 1.00 4.500 0.050 2.800 0.630
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
-

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Bank and Counter Vault Room (between 5-5 &
6-6) 1.00 3.380 0.050 3.150 0.532
-
Vertical Axis -
Offset of IT, IT Section, Tax Deprtment (between
A-A & D-D) 1.00 15.555 0.050 3.150 2.450
Deduction -
D1-1050*2100 (2.00) 1.050 0.050 2.100 (0.221)
-
Offset of Vetenary Section 1.00 6.796 0.050 3.150 1.070
-
Along C-C & D-D (Panjikaran Ekai) 2.00 5.300 0.050 2.800 1.484
Deduction -
V0-1800*600 (1.00) 1.800 0.050 0.600 (0.054)
-
Offset of store room 1.00 2.080 0.050 3.150 0.328
-
Along Grid D-D (Women Chidren Room) 1.00 6.384 0.050 2.800 0.894
-
Bank Counter Vault Room 1.00 2.107 0.050 3.150 0.332
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
-
Along Grid E-E (Reception Lobby) 1.00 5.300 0.050 2.800 0.742
-
First Floor -
Horizontal Axis -
Along Grid 2-2 1.00 11.285 0.050 2.800 1.580
Along Grid 3-3 1.00 11.285 0.050 2.800 1.580
Khaneypani Sarsafai (between 3-3 & 4-4) 1.00 2.125 0.050 3.150 0.335
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 4-4 1.00 6.790 0.050 2.800 0.951
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Pantry Room (between 4-4 & 5-5) 1.00 3.655 0.050 3.150 0.576
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 5-5 1.00 7.695 0.050 2.800 1.077
-
(between 5-5 & 6-6) 1.00 3.580 0.050 3.150 0.564
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
-
Vertical Axis -
Offset of Engineer Room (between A-A & B-B)
1.00 5.535 0.050 3.150 0.872
Offset of Cubicles for junior professional
(between A-A & B-B) 1.00 5.535 0.050 3.150 0.872
Technical Section along Grid c-c 1.00 5.350 0.050 2.800 0.749
Deduction -
D1-1050*2100 (3.00) 1.050 0.050 2.100 (0.331)
Along B-B offset of Administration Section 1.00 3.050 0.050 2.800 0.427
offset of Photocopy Center 1.00 5.030 0.050 3.150 0.792
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along C-C offset of Account Section 1.00 4.760 0.050 2.800 0.666
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Along B-B offset of Planning Section 1.00 4.800 0.050 2.800 0.672
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
-
Along B-B offset of Planning Section 1.00 5.030 0.050 3.150 0.792
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along C-C offset of Education Section 1.00 4.760 0.050 2.800 0.666
Along D-D offset of Khaneypani Sarsafai 1.00 4.800 0.050 2.800 0.672
Deduction -
V0-1800*600 (1.00) 1.800 0.050 0.600 (0.054)
Offset of Pantry Room 1.00 2.080 0.050 3.150 0.328
Along Grid D-D 1.00 3.500 0.050 2.800 0.490
Along Grid E-E 1.00 4.800 0.050 2.800 0.672
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
-
Second Floor -
Horizontal Axis -
Along Grid 2-2 1.00 13.500 0.050 2.800 1.890
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 3-3 1.00 5.675 0.050 2.800 0.795
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Health Section (between 3-3 & 4-4) 1.00 2.125 0.050 3.150 0.335
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 4-4 1.00 6.900 0.050 2.800 0.966
Pantry Room (between 4-4 & 5-5) 1.00 3.655 0.050 3.150 0.576
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 5-5 1.00 8.630 0.050 2.800 1.208
Deduction -
D1-1050*2100 (2.00) 1.050 0.050 2.100 (0.221)
-
Vertical Axis -
Offset of Meeting Room (between A-A & B-B)
1.00 3.920 0.050 3.150 0.617
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Offset of Deputy Mayor Room (between A-A &
B-B) 1.00 5.390 0.050 3.150 0.849
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)

Offset of Dressing Room (between A-A & B-B) 1.00 4.955 0.050 3.150
0.780
Offset of PA Waiting Room (between A-A & B-
0.050 3.150
B) 1.00 4.955 0.780
Along Grid C-C 1.00 4.780 0.050 2.800 0.669
Grid B-B (Offset of Mayor Room) 1.00 4.800 0.050 2.800 0.672
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Offset of Meeting Room 1.00 5.500 0.050 2.800 0.770
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Grid C-C and D-D (Offset of Karleypalika
Room) 1.00 9.600 0.050 2.800 1.344
Deduction -

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
V0-1800*600 (1.00) 1.800 0.050 0.600 (0.054)
Offset of Pantry Room 1.00 2.080 0.050 3.150 0.328
offset of Lekha Sakha 1.00 3.500 0.050 2.800 0.490
offset of Waiting Room 1.00 4.800 0.050 2.800 0.672
-
Third Floor -
Horizontal Axis -
Along Grid 2-2 1.00 9.000 0.050 2.800 1.260
Deduction -
Dw-1500*2400 (1.00) 1.500 0.050 2.400 (0.180)
Along Grid 3-3 1.00 9.385 0.050 2.800 1.314
office (between 3-3 & 4-4) 1.00 2.125 0.050 3.150 0.335
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 4-4 1.00 7.090 0.050 2.800 0.993
Pantry Room (between 4-4 & 5-5) 1.00 3.655 0.050 3.150 0.576
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 5-5 1.00 13.500 0.050 2.800 1.890
Deduction -
D1-1050*2100 (3.00) 1.050 0.050 2.100 (0.331)
-
Vertical Axis -
Offset of Store Room (between A-A & B-B)
1.00 5.900 0.050 3.150 0.929
Offset of Waiting Room (Grid B-Band C-C 1.00 9.600 0.050 3.150 1.512
Deduction -
D1-1050*2100 (2.00) 1.050 0.050 2.100 (0.221)
offset of Library 1.00 10.490 0.050 2.800 1.469
Deduction -
D1-1050*2100 (2.00) 1.050 0.050 2.100 (0.221)
Along C-C offset of Justice Room 1.00 4.800 0.050 2.800 0.672
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along D-D 1.00 4.800 0.050 2.800 0.672
Deduction -
V0-1800*600 (1.00) 1.800 0.050 0.600 (0.054)
Offset of Pantry Room 1.00 2.080 0.050 3.150 0.328
Along Grid E-E 1.00 4.800 0.050 2.800 0.672
Along Grid D-D 1.00 4.800 0.050 2.800 0.672
Total= 53.141 cum

75 mm thick EPS based light weight sandwich

panel with 4.5mm non asbestos calcium silictae
board on both sides as face board and EPS , sand
cement as inner core with standard size 2ft. With
height 8ft. And brand (Nepal Eco Panel).
7.04
Installation includes adhesive cement,
polyurethane foam, 6inch nails and metallic
hooking (L and U Shape)

Toilet Section
Ground Floor
Combined Toilet
Vertical Axis
Grid Between B-B & C-C 1.000 4.415 0.075 3.150 1.043
1.000 10.018 0.075 3.150 2.367
Deduction

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
D2-750*2100 (7.00) 0.750 0.075 2.100 (0.827)
Horizontal Axis
Grid Between5-5 & 6-6 1.000 28.193 0.075 3.150 6.661
1.000 10.018 0.075 3.150 2.367
Deduction
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)

First Floor
Combined Toilet
Vertical Axis
Grid Between B-B & C-C 1.000 4.415 0.075 3.150 1.043
1.000 10.018 0.075 3.150 2.367
Deduction
D2-750*2100 (7.00) 0.750 0.075 2.100 (0.827)
Horizontal Axis
Grid Between5-5 & 6-6 1.000 28.193 0.075 3.150 6.661
1.000 10.018 0.075 3.150 2.367
Deduction
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)

Karyekarik Adhikirt Room Attached Toilet

Vertical Axis 1.000 1.500 0.075 3.150 0.354

Deduction
D2-750*2100 (1.00) 0.750 0.075 2.100 (0.118)

Horizontal Axis 1.000 3.580 0.075 3.150 0.846

Deduction
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)

Second Floor
Combined Toilet
Vertical Axis
Grid Between B-B & C-C 1.000 4.415 0.075 3.150 1.043
1.000 10.018 0.075 3.150 2.367
Deduction
D2-750*2100 (7.00) 0.750 0.075 2.100 (0.827)
Horizontal Axis
Grid Between5-5 & 6-6 1.000 28.193 0.075 3.150 6.661
1.000 10.018 0.075 3.150 2.367
Deduction
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)

Deputy Mayor Room Attached Toilet

Vertical Axis 1.000 1.360 0.075 3.150 0.321
Deduction
D2-750*2100 (1.00) 0.750 0.075 2.100 (0.118)

Horizontal Axis 1.000 2.899 0.075 3.150 0.685

Deduction
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)

Mayor Room Attached Toilet

Horizontal Axis 1.000 2.760 0.075 3.150 0.652
Deduction
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)

Third Floor
Combined Toilet

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Vertical Axis
Grid Between B-B & C-C 1.000 4.415 0.075 3.150 1.043
1.000 10.018 0.075 3.150 2.367
Deduction
D2-750*2100 (7.00) 0.750 0.075 2.100 (0.827)
Horizontal Axis
Grid Between5-5 & 6-6 1.000 28.193 0.075 3.150 6.661
1.000 10.018 0.075 3.150 2.367
Deduction
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Total= 48.291 cum

8.00 Doors & Window Works

Well seasoned salwood chaukhats for openable
door with good finish of approved quality
incuding supply of materials, fixing in postion
8.01
with necessary M.S. hold fasts all complet as per
approved drawing, Specification and instruction
of site engineer.
Wooden Frame
DW-(1200*2800)+(600*2800) 1.00 8.00 0.13 0.13 0.14
2.00 6.80 0.13 0.13 0.23
DW1-(1500*2800)+(1650*2800) 2.00 8.60 0.13 0.13 0.29
4.00 8.90 0.13 0.13 0.60
Total= 1.26 cum

Making and fitting / fixing Plywood Panel door

shutter of 38 x 100 mm size sal wood frame with
8 mm thick commercial ply on midle and 4mm
8.02 thick teak ply on both sides including supply of
materials, all necessary hardware fitting all
complete as per approved drawing, Specification
and instruction of site engineer.

Wooden Shutters
DW-(1200*2800)+(600*2800) 1.00 1.20 2.80 3.36
2.00 0.60 2.80 3.36
DW1-(1500*2800)+(1650*2800) 2.00 1.50 2.80 8.40
4.00 1.65 2.80 18.48
Total= 33.60 sqm

Application of two coats of enamel paint in the

surface of grill and door frame and shutters with
8.03 one coat of primer in proper manner as given
description on the specification and and as
directed by the engineers.

Wooden Frame
DW-(1200*2800)+(600*2800) 1.00 8.00 0.13 1.04
2.00 6.80 0.13 1.77
DW1-(1500*2800)+(1650*2800) 2.00 8.60 0.13 2.24
4.00 8.90 0.13 4.63
Total= 9.67 sqm

Providing, placing, fixing 115 thick multi-

chamber frame thick UPVC Window all
complete set along with frame having wall
thickness of 2.0mm to 3.0mm and 1.5(±0.2)mm
8.04 thick galvanized mild steel section with fitting
materials and accessories for window, sliding
windows with stainless insect screen as per
design, drawing, specification and instruction of
site incharge.

Ground floor

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
W1-2400*1350 6.00 2.400 1.350 19.440
W2-1500*1350 12.00 1.500 1.350 24.300
W3-750*11250 3.00 0.750 11.250 25.313
W4-2400*2800 1.00 2.400 2.800 6.720
W5-1200*11250 2.00 1.200 11.250 27.000
W6-900*600 3.00 0.900 0.600 1.620
V-2400*600 1.00 2.400 0.600 1.440
First floor
W1-2400*1350 6.00 2.400 1.350 19.440
W2-1500*1350 13.00 1.500 1.350 26.325
W4-2400*2800 2.00 2.400 2.800 13.440
W6-900*600 3.00 0.900 0.600 1.620
V-2400*600 1.00 2.400 0.600 1.440
Second floor
W1-2400*1350 6.00 2.400 1.350 19.440
W2-1500*1350 13.00 1.500 1.350 26.325
W4-2400*2800 2.00 2.400 2.800 13.440
W6-900*600 3.00 0.900 0.600 1.620
W7-4750*2800 1.00 4.750 2.800 13.300
V-2400*600 1.00 2.400 0.600 1.440
Third Floor
W1-2400*1350 10.00 2.400 1.350 32.400
W2-1500*1350 11.00 1.500 1.350 22.275
W4'-2400*2200 2.00 2.400 2.200 10.560
W6-900*600 3.00 0.900 0.600 1.620
W7'-4750*2100 1.00 4.750 2.100 9.975
V-2400*600 1.00 2.400 0.600 1.440
Roof Floor
V1-23200*900 1.00 23.200 0.900 20.880
V2-52000*900 1.00 52.000 0.900 46.800
Total= 389.613 sqm

Providing, fitting and fixing in

position of 30 Minute Fire-Resistance Steel
Door with all complete set of frame 1.6mm EGI
8.05 Steel, leaf 0.8 to 0.5 mm EGI Steel, core
insulation Honey comb, 50 mm Thickness of
Steel Door as per design, drawing, specification
and instruction of site incharge.

Ground Floor
D1-1050*2100 Nos. 11.000
D2-750*2100 Nos. 9.000
First Floor
D1-1050*2100 Nos. 16.000
D2-750*2100 Nos. 10.000
Second Floor
D1-1050*2100 Nos. 17.000
D2-750*2100 Nos. 8.000
Third Floor
D1-1050*2100 Nos. 14.000
D2-750*2100 Nos. 8.000
Top Floor
D2-750*2100 Nos. 2.000
Total
D1-1050*2100 58.000 Nos.
D2-750*2100 37.000 Nos.
9.00 Plaster Works

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Supplying and Laying of 12.5mm thick cement
sand plaster in (1:4) ratio on ceiling of good
finish including supply of materials, racking the
9.01 joint, wetting of surfaces & curing the work at
least 7days all complete as per approved
drawing, Specification and instruction of site
engineer
Ground floor
Assembly Hall 1.00 15.040 5.550 83.472
Head of IT 1.00 3.000 5.500 16.500
IT Section 1.00 3.500 5.500 19.250
Tax Department 1.00 3.500 5.500 19.250
Head of Tax Department 1.00 3.000 5.500 16.500
Agriculture Section 1.00 3.700 5.000 18.500
Vetenary Section 1.00 3.000 3.500 10.500
Panjikaran Ekai 1.00 5.100 4.000 20.400
Vault Room 1.00 1.800 2.000 3.600
Gaun Prahari Unit 1.00 4.500 2.800 12.600
Store Section 1.00 2.550 2.100 5.355
Toilet 1.00 6.440 6.884 44.333
Women/Chidren Room 1.00 3.000 3.500 10.500
Bank Counter 1.00 4.800 3.200 15.360
Vault Room 1.00 3.200 2.100 6.720
Total Reception/Lobby 1.00 137.950 137.950
First floor -
Engineer Room 1.00 3.000 5.500 16.500
Cubicles for Junior Professional 1.00 3.670 5.500 20.185
Technical Section 1.00 5.100 3.500 17.850
Administration Section 1.00 5.100 5.100 26.010
Photocopy/ Printer 1.00 2.290 5.100 11.679
Account Section 1.00 3.400 2.000 6.800
Administrative Head Waiting 1.00 2.600 5.100 13.260
Administrative Head 1.00 4.700 5.000 23.500
Education Section 1.00 5.100 4.000 20.400
Khaneypani/Sarsafai 1.00 4.500 2.600 11.700
Pantry 1.00 2.550 2.100 5.355
Toilet 1.00 6.440 6.884 44.333
Meeting Room 1.00 5.200 3.100 16.120
Meeting Room Attached Toilet 1.00 1.650 1.550 2.558
Chief Administrative Room 1.00 5.450 5.260 28.667
Overall Lobby 1.00 169.670 169.670
Second floor -
Meeting Room 1.00 2.790 3.490 9.737
Deputy Mayor Room 1.00 4.650 5.150 23.948
Toilet 1.00 2.000 1.350 2.700
PA Waiting Room 1.00 5.150 7.350 37.853
Dressing Room 1.00 2.750 3.000 8.250
Toilet 1.00 2.000 1.250 2.500
PA Waiting Room 1.00 5.150 7.350 37.853
Cabinet Metting Room 1.00 5.270 10.850 57.179
Health Section 1.00 4.500 2.600 11.700
Mayor Room 1.00 5.150 5.440 28.016
Pantry 1.00 2.550 2.100 5.355
Toilet 1.00 6.440 6.884 44.333
Meeting ROOM 1.00 2.650 5.550 14.708
Internal Audit 1.00 4.800 5.000 24.000
Planning Section 1.00 4.800 5.000 24.000
Overall Lobby 1.00 146.053 146.053
Third floor

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Rural Municipal Assembly Hall 1.00 9.750 15.900 155.025
StoreRoom 1.00 9.770 5.520 53.930
Waiting Room 1.00 2.600 2.600 6.760
Justice Room 1.00 9.750 15.900 155.025
Library 1.00 3.000 10.500 31.500
Office Room 1.00 4.500 2.900 13.050
Pantry 1.00 2.550 2.100 5.355
Toilet 1.00 6.440 6.884 44.333
Water Supply Section 1.00 3.500 5.400 18.900
Forestry and Environment Section 1.00 5.400 4.800 25.920
Employment/Industrial Section 1.00 4.700 5.400 25.380
Overall Lobby 1.00 124.750 124.750
Top Floor
Utility Room 1.00 4.500 2.900 13.050
Total= 2,026.538 sqm
Supplying and Laying of 12.5mm thick cement
sand plaster in (1:4) ratio on wall of good finish
including supply of materials, racking the joint,
9.02
wetting of surfaces & curing the work at least
7days all complete as per approved drawing,
Specification and instruction of site engineer.
External Wall
Ground floor
Grid 1-1 1.00 13.500 2.800 37.800
Grid 3-3 1.00 9.000 2.800 25.200
Grid 4-4 1.00 4.500 2.800 12.600
Grid 6-6 1.00 18.000 2.800 50.400
Grid A-A 1.00 14.500 2.800 40.600
Grid B-B 1.00 9.600 2.800 26.880
Deduction -
D1-1050*2100 (1.00) 1.050 2.100 (2.205)
Grid D-D 1.00 4.800 2.800 13.440
1.00 4.900 2.800 13.720
Deduction -
DW-(1200*2800)+(600*2800) (1.00) 1.200 2.800 (3.360)
(1.00) 0.600 2.800 (1.680)
Grid F-F 1.00 6.030 2.800 16.884
1.00 4.800 2.800 13.440
Deduction -
DW1-(1500*2800)+(1650*2800) (1.00) 1.500 2.800 (4.200)
(1.00) 1.650 2.800 (4.620)
Deduction For Window -
W1-2400*1350 (6.00) 2.400 1.350 (19.440)
W2-1500*1350 (12.00) 1.500 1.350 (24.300)
W3-750*11250 (3.00) 0.750 11.250 (25.313)
W4-2400*2800 (1.00) 2.400 2.800 (6.720)
W5-1200*11250 (2.00) 1.200 11.250 (27.000)
W6-900*600 (3.00) 0.900 0.600 (1.620)
V-2400*600 (1.00) 2.400 0.600 (1.440)
First floor
Grid 1-1 1.00 13.500 2.800 37.800
Grid 3-3 1.00 9.000 2.800 25.200
Grid 4-4 1.00 4.500 2.800 12.600
Grid 6-6 1.00 18.000 2.800 50.400
Grid A-A 1.00 14.500 2.800 40.600
Grid B-B 1.00 9.600 2.800 26.880
Deduction -
D1-1050*2100 (1.00) 1.050 2.100 (2.205)
Grid D-D 1.00 4.800 2.800 13.440

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Grid D-D 1.00 4.900 2.800 13.720
Grid F-F 1.00 6.030 2.800 16.884
1.00 4.800 2.800 13.440
Deduction -
DW1-(1500*2800)+(1650*2800) (1.00) 1.500 2.800 (4.200)
Deduction For Window -
W1-2400*1350 (6.00) 2.400 1.350 (19.440)
W2-1500*1350 (13.00) 1.500 1.350 (26.325)
W4-2400*2800 (2.00) 2.400 2.800 (13.440)
W6-900*600 (3.00) 0.900 0.600 (1.620)
V-2400*600 (1.00) 2.400 0.600 (1.440)
Second floor
Grid 1-1 1.00 13.500 2.800 37.800
Grid 3-3 1.00 8.850 2.800 24.780
Grid 4-4 1.00 4.500 2.800 12.600
Grid 6-6 1.00 18.000 2.800 50.400
Grid A-A 1.00 14.500 2.800 40.600
Grid B-B 1.00 9.600 2.800 26.880
Deduction -
D1-1050*2100 (1.00) 1.050 2.100 (2.205)
Grid D-D 1.00 4.800 2.800 13.440
Grid D-D 1.00 4.900 2.800 13.720
Grid F-F 1.00 6.030 2.800 16.884
1.00 4.800 2.800 13.440
Deduction For Window -
W1-2400*1350 (6.00) 2.400 1.350 (19.440)
W2-1500*1350 (13.00) 1.500 1.350 (26.325)
W4-2400*2800 (2.00) 2.400 2.800 (13.440)
W6-900*600 (3.00) 0.900 0.600 (1.620)
W7-4750*2800 (1.00) 4.750 2.800 (13.300)
V-2400*600 (1.00) 2.400 0.600 (1.440)
Third floor
Grid 1-1 1.00 13.500 2.800 37.800
Grid 3-3 1.00 8.850 2.800 24.780
Grid 4-4 1.00 9.000 2.800 25.200
Grid 6-6 1.00 18.000 2.800 50.400
Grid A-A 1.00 14.500 2.800 40.600
Grid B-B 1.00 9.600 2.800 26.880
Deduction -
D1-1050*2100 (1.00) 1.050 2.100 (2.205)
Grid D-D 1.00 4.800 2.800 13.440
Grid D-D 1.00 4.900 2.800 13.720
Grid F-F 1.00 6.030 2.800 16.884
1.00 4.800 2.800 13.440
Deduction For Window -
W1-2400*1350 (10.00) 2.400 1.350 (32.400)
W2-1500*1350 (11.00) 1.500 1.350 (22.275)
W4'-2400*2200 (2.00) 2.400 2.200 (10.560)
W6-900*600 (3.00) 0.900 0.600 (1.620)
W7'-4750*2100 (1.00) 4.750 2.100 (9.975)
V-2400*600 (1.00) 2.400 0.600 (1.440)
Top floor
Grid 3-3 1.00 4.400 2.800 12.320
Grid 4-4 1.00 4.400 2.800 12.320
Deduction -
D2-750*2100 (1.00) 0.750 2.100 (1.575)
Grid D-D 1.00 3.205 2.800 8.974
Grid E-E 1.00 5.850 2.800 16.380
Offset Wall Utility Room 1.00 9.500 3.150 29.925

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Deduction -
D2-750*2100 (1.00) 0.750 2.100 (1.575)
V1-2400*600 (1.00) 2.400 0.600 (1.440)
Parapet Wall
900 mm high wall for Seminar Hall 2.00 16.000 10.000 640.000
Parapet Wall Front Area 1.00 15.340 1.000 30.680
Parapet Wall (Top Floor) 1.00 59.240 1.000 118.480
Total External Plaster Works= 1,531.293 sqm
10.00 Painting Works
Supplying & applying Cement putty on
plastered surface all complete as per approved
10.01 drawing, Specification and instruction of site
engineer

same as plaster in External walls 1,531.293

Internal Wall
Ground floor
Horizontal Axis
Along Grid 2-2 (Assembly Hall) 2.00 13.500 0.050 2.800 3.780
Along Grid 3-3 1.00 13.500 0.050 2.800 1.890
Deduction -
D1-1050*2100 (2.00) 1.050 0.050 2.100 (0.221)
Vetenary Section (between 3-3 & 4-4) 1.00 3.010 0.050 3.150 0.474
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Panjikaran Ekai Vault (between 3-3 & 4-4) 1.00 5.270 0.050 3.150 0.830
Deduction -
D2-750*2100 (1.00) 0.750 0.050 2.100 (0.079)
Gaun Prahari Unit (between 3-3 & 4-4) 1.00 2.125 0.050 2.100 0.223
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 4-4 (Panjikaran Ekai) 1.00 4.500 0.050 2.800 0.630
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Store Room (between 4-4 & 5-5) 1.00 7.310 0.050 3.150 1.151
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Women and Children Room (between 4-4 & 5-5)
1.00 3.500 0.050 3.150 0.551
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
Along Grid 5-5 (Bank and Counter) 1.00 4.500 0.050 2.800 0.630
Deduction -
D1-1050*2100 (1.00) 1.050 0.050 2.100 (0.110)
-
Bank and Counter Vault Room (between 5-5 &
6-6) 1.00 3.380 0.050 3.150 0.532

Total= 1,531.293 sqm

Supplying & applying 2 coats of weather paint

at outside of Building of approved colour with
one coat of primer Painting over porperly cleaned
10.02
surface at outside of building all complete as per
approved drawing, Specification and instruction
of site engineer.

same as plaster in external wall 1,531.293

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Total= 1,531.293 sqm
11.00 Flooring Work :-

Plain cement Concrete (PCC)(38mm) in 1:2:4

ratio for foundations and flooring with approved
quality of cement, sand and machine crushed
11.01 stone aggregate including supply of
materials,mixing, laying, curing the work at least
7 days etc all complete as per approved drawing,
Specification and instruction of site engineer.

Ground floor 1.00 440.790 440.790

First floor 1.00 434.586 434.586
Second floor 1.00 478.184 478.184
Third floor 1.00 659.928 659.928
Top floor 1.00 13.050 13.050
Total= 2,026.538 sqm
Supplying & laying Vitreous Tile in Floor fixing
in proper shape & size all complete as per
11.02 approved drawing, Specification and instruction
of site engineer.

Ground floor
Assembly Hall 1.00 15.040 5.550 83.472
Head of IT 1.00 3.000 5.500 16.500
IT Section 1.00 3.500 5.500 19.250
Tax Department 1.00 3.500 5.500 19.250
Head of Tax Department 1.00 3.000 5.500 16.500
Agriculture Section 1.00 3.700 5.000 18.500
Vetenary Section 1.00 3.000 3.500 10.500
Panjikaran Ekai 1.00 5.100 4.000 20.400
Vault Room 1.00 1.800 2.000 3.600
Gaun Prahari Unit 1.00 4.500 2.800 12.600
Store Section 1.00 2.550 2.100 5.355
Women/Chidren Room 1.00 3.000 3.500 10.500
Bank Counter 1.00 4.800 3.200 15.360
Vault Room 1.00 3.200 2.100 6.720
Total Reception/Lobby 1.00 137.950 137.950

First floor -
Engineer Room 1.00 3.000 5.500 16.500
Cubicles for Junior Professional 1.00 3.670 5.500 20.185
Technical Section 1.00 5.100 3.500 17.850
Administration Section 1.00 5.100 5.100 26.010
Photocopy/ Printer 1.00 2.290 5.100 11.679
Account Section 1.00 3.400 2.000 6.800
Administrative Head Waiting 1.00 2.600 5.100 13.260
Administrative Head 1.00 4.700 5.000 23.500
Education Section 1.00 5.100 4.000 20.400
Khaneypani/Sarsafai 1.00 4.500 2.600 11.700
Pantry 1.00 2.550 2.100 5.355
Meeting Room 1.00 5.200 3.100 16.120
Chief Administrative Room 1.00 5.450 5.260 28.667
Overall Lobby 1.00 169.670 169.670
Second floor -
Meeting Room 1.00 2.790 3.490 9.737
Deputy Mayor Room 1.00 4.650 5.150 23.948
PA Waiting Room 1.00 5.150 7.350 37.853
Dressing Room 1.00 2.750 3.000 8.250
PA Waiting Room 1.00 5.150 7.350 37.853
Cabinet Metting Room 1.00 5.270 10.850 57.179

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Health Section 1.00 4.500 2.600 11.700
Mayor Room 1.00 5.150 5.440 28.016
Pantry 1.00 2.550 2.100 5.355
Meeting ROOM 1.00 2.650 5.550 14.708
Internal Audit 1.00 4.800 5.000 24.000
Planning Section 1.00 4.800 5.000 24.000
Overall Lobby 1.00 146.053 146.053

Third floor
Rural Municipal Assembly Hall 1.00 9.750 15.900 155.025
StoreRoom 1.00 9.770 5.520 53.930
Waiting Room 1.00 2.600 2.600 6.760
Justice Room 1.00 9.750 15.900 155.025
Library 1.00 3.000 10.500 31.500
Office Room 1.00 4.500 2.900 13.050
Pantry 1.00 2.550 2.100 5.355
Water Supply Section 1.00 3.500 5.400 18.900
Forestry and Environment Section 1.00 5.400 4.800 25.920
Employment/Industrial Section 1.00 4.700 5.400 25.380
Overall Lobby 1.00 124.750 124.750
Top Floor
Utility Room 1.00 4.500 2.900 13.050
Total= 1,841.449 Sq.m
Supplying & laying Porcelain Non Glazed tile in
walls and Floor fixing in proper shape & size all
11.03 complete as per approved drawing, Specification
and instruction of site engineer.

Ground Floor
Ladies Toilet 1.00 11.141 11.141
Gents Toilet 1.00 17.923 17.923
Combined Toilet 1.00 3.273 1.594 5.217
Wall 1.00 65.156 2.100 136.828
First Floor
Ladies Toilet 1.00 11.141 11.141
Gents Toilet 1.00 17.923 17.923
Combined Toilet 1.00 3.273 1.594 5.217
Wall 1.00 65.156 2.100 136.828
Chief Administrative Attached Toilet 1.00 1.650 1.550 2.558
Wall 1.00 6.640 2.100 13.944
Deduction -
D2-750*2100 (1.00) 0.750 2.100 (1.575)
Second Floor
Ladies Toilet 1.00 11.141 11.141
Gents Toilet 1.00 17.923 17.923
Combined Toilet 1.00 3.273 1.594 5.217
Wall 1.00 65.156 2.100 136.828
Deputy Mayor Room Toilet 1.00 2.000 1.350 2.700
Toilet Wall 1.00 6.700 2.100 14.070
Deduction -
D2-750*2100 (1.00) 0.750 2.100 (1.575)
Toilet Dressing Room 1.00 2.000 1.250 2.500
Toilet Wall 1.00 6.500 2.100 13.650
Deduction -
D2-750*2100 (1.00) 0.750 2.100 (1.575)
Third Floor
Ladies Toilet 1.00 11.141 11.141
Gents Toilet 1.00 17.923 17.923
Combined Toilet 1.00 3.273 1.594 5.217
Wall 1.00 65.156 2.100 136.828

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Total= 729.132 sqm
Earth filling of Excavated furface in 150 mm
thick layer, watering, ramming including supply
of filling materials within 10 m distance all
13.00 complete as per approved drawing,Specification
and instruction of site engineer.

40% oF Excavated Surface 282.929

Total= 282.929 cum
Supplying & applying 38 mm dia stainless steel
handrail pipe with 38mm dia stainless steel
vertical post at 2m interval with two layers of
25mm dia stainless steel member in between
14.00 handrail and floor all complete as per approved
drawing, Specification and instruction of site
engineer.

Top Floor Railing 1.00 41.800 41.800

Total Staircase handrail -
First flight 5.00 2.494 12.470
Second flight 5.00 2.060 10.300

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Third flight 5.00 2.380 11.900
Total= 76.470 rm
15.00 Damp Proof Works
Elastocrete cementitious elastomeric water
proofing coating 2 components capacity per kg 6
15.10 sq. ft 2 coat including supplying & applying all
complete work.

Ground Floor
Ladies Toilet 1.00 11.141 11.141
Gents Toilet 1.00 17.923 17.923
Combined Toilet 1.00 3.273 1.594 5.217
First Floor -
Ladies Toilet 1.00 11.141 11.141
Gents Toilet 1.00 17.923 17.923
Combined Toilet 1.00 3.273 1.594 5.217
Second Floor -
Ladies Toilet 1.00 11.141 11.141
Gents Toilet 1.00 17.923 17.923
Combined Toilet 1.00 3.273 1.594 5.217
Deputy Mayor Room Toilet 1.00 2.000 1.350 2.700
Toilet Dressing Room 1.00 2.000 1.250 2.500
Karyakari Adhikrit Room Toilet 1.00 3.280 3.280
Third Floor -
Ladies Toilet 1.00 11.141 11.141
Gents Toilet 1.00 17.923 17.923
Combined Toilet 1.00 3.273 1.594 5.217
-
First Floor Terrace 1.00 26.953 26.953
Roof Floor Terrace 1.00 283.138 283.138
Total= 455.696 sqm
Supply and Fitting of Iron Works with Red
Oxide primer and two coats of synthetic enamel .
16.00 as per approved drawing, Specification and Unit
instruction of site engineer. Weight
(Kg/m)
Bottom Chord ISNB 50M 2.00 35.316 5.030 355.279
Top Chord ISNB 50M 4.00 10.630 5.030 213.876
Vertical Braces ISNB 50M 4.00 9.000 5.030 181.080
Inclined Braces ISNB 50M 4.00 11.040 5.030 222.125
Purlin ISB 91.5*91.5*3.6 9.00 15.400 9.670 1340.262
Column-ISNB100M 10.00 1.500 12.200 183.000
Sub-Total= 2495.621
15% extra for base plate and other connection 374.343
Total= 2,869.965 kg
Installation of Slate for sloped roofs in proper
line, level , slope and approved pattern nd filling
17.00 joints with non- shrink tile grout as per
drawings, specifications and instruction of
Engineer
Tiles for Seminar Hall 1.00 10.630 15.886 168.868
Tiles for Staircase 1.00 51.520 51.520
Total= 220.388 sq.m
Supply and laying of brick cladding overlay
18.00 works in proper line level as per approved
drawings and as directed by the engineer
Brick Cladding Work on Front Surface 4.00 1.750 14.250 99.750
Brick Cladding Work on Staircase 1.00 2.200 11.900 26.180
Total= 125.930 sq.m
Supplying and Fitting of Carved Sallwood Tudel
19.00 as per drawings, Specification and Instruction of
Engineer 173.00 173.000 Nos.

Prepared By: Checked By: Approved By:

 Length (m) Height
Item No. Description No. Breadth Quantity Unit
(m)
(m)
Supply and installation of 16 mm approved
quality and colours of marble in proper size and
moulding in proper line level and slope as per the
20.00
drawing and as directed by the site engineer.

For Staircase
Riser 6.00 22.00 0.15 19.80
Treads 6.00 20.00 0.30 36.00
Landing 6.00 2.02 5.09 61.69
Landing 12.00 1.50 1.70 30.60
On Floors
Ground floor ramp 1.00 1.70 6.00 10.20
Ground floor side entry 1.00 2.20 6.50 14.30
steps 3.00 6.50 0.30 5.85
risers 4.00 6.50 0.15 3.90
steps 2.00 3.20 0.30 1.92
risers 3.00 3.20 0.15 1.44
Total= 185.70 sqm

Prepared By: Checked By: Approved By:

 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing, Cost Estimate and
Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural Municpality
Location:- Maiwakhola,Taplejung
DETAILED ESTIMATE AND ABSTRACT OF COST OF EMERGENCY STEEL LADDER

Item Length Breadth Height

Description No. Quantity Unit Remarks Rate Cost
No. (m) (m) (m)
Earthwork in excavation in medium type
soils in foundation including 10m hauling
1.0 distance and 1.8 m. lift all complete in
approval of site engineer. `
Footing
F1 6 1.800 1.800 1.600 31.104
Total= 31.104 cum 61.29 1,906.52
Stone soling work with approved quality
2.0 stone in perfect line & level as per
specification & instructions all complete.
Footing
F1 6 1.800 1.800 0.150 2.916
Total= 2.916 cum 4,394.26 12,813.68
Plain cement concrete(PCC) in 1:2:4 ratio for
foundations and flooring with approved
quality of cement,sand and machine crushed
stone aggregate including supply of
materials,mixing,laying,curing the work at
3.0 least 7 days etc all complete as per approved
drawing specification and instruction of site
engineer.

Footing
F1 6 1.800 1.800 0.075 1.458
Total= 1.458 cum 19473.73 28,392.69
Plain cement Concrete (PCC) for RCC
works M 20(1:1.5:3) for
slab/lintels/columns/beams with approved
quality of cement, sand and machine crushed
stone aggregate including supply of
4.0 materials,mixing, laying, curing the work at
least 7 days etc all complete as per approved
drawing, Specification and instruction of site
engineer.

Footing 6 1.400 1.400 0.275 3.234

Pedestal 6 0.35 0.35 1.2 0.882
Beam 1 18.9 0.23 0.23 0.99981
Total = 5.116 cum 21506.35 110,022.40
TMT steel reinforcement bar of fe 500
grade including supplying, straightening,
cleaning, cutting, binding & fixing in 1% of
5.0 position with annealed tying binding wire all RCC 380.803
complete as per approved drawing, Works
Specification and instruction of site engineer.

Total= 380.803 KG 164.18 62,518.96

Formwork, shuttering, centering with 19mm
thick waterproof ply board and steel post for
all works necessary propping, scaffolding,
staging, supporting inclusive of wedging and
cutting holes for utilization till the support if
6.0 fully unyielding nett all complete as per
approved drawing, Specification and
instruction of site engineer.

-
Footing 6.00 5.68 0.28 9.3654 -
Pedestal 6.00 1.48 1.20 10.6272 -
Beam 1.00 38.26 0.23 8.7998 -
Total= 28.792 sqm 1345.87 38,750.93

Prepared By: Checked By: Approved By:

 Supply and Fitting of Iron Works with Red
Oxide primer and two coats of synthetic
7.0
enamel . as per approved drawing,
Specification and instruction of site engineer.

2ISMC 150 (Column) 3 3.30 16.800 332.640

ISMB 250 (Beam) 2 6.99 37.300 521.454
ISMC 200 (Beam) 1 3.45 22.300 76.935 (kg/rm in
height
ISMC 200 (Inclined Beam) 1 3.45 22.300 76.935 column)
2ISMC 150 2 1.68 16.800 112.896
ISA 50 (Steps) 20 2.00 3.80 152.000
25/5 Flat (Steps) 20 5.00 0.005 0.03 98.125
5 mm plate (Steps) 20 1.00 0.30 39.25 235.500 kg/sqm in
10 mm plate (Landing) 1 3.84 2.000 78.50 602.880 ht col
ISNB 40M (Railing) 1 13.71 3.560 48.808 (kg/rm in
ISNB 25M (Balustrade) 3 13.71 2.410 99.123 height
ISNB 40M (Railing post) 24 1.00 3.560 85.440 column)
Sub Total = 2,442.736 kg for one storey
9,770.944 for Four storey
Extra 10% for connection = 977.094
Total= 10,748.038 kg 131.88 1,417,451.25
Total Cost= 1,671,856.42

Prepared By: Checked By: Approved By:

 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing, Cost
Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural Municpality

ABSTRACT OF COST OF BOUNDARY WALL

S.No. Description Unit Quantity Rate Amount(NRs.) Remarks

Earth work excavation in foundation, trenches in

1 soft and medium soil as per the instruction of site cum 704.63 61.29 43,190.54
engineer.
Earth work back filling in foundation, trenches
2 with proper manual compaction as per the cum 281.85 506.00 142,617.92
instruction of site engineer.

Stone soling work with approved quality stone in

3 perfect line & level as per specification & cum 140.93 4,394.26 619,269.70
instructions all complete.
Providing and laying foundation of Stone masonry
works 1:4 cement sand mortar with local
4 blockstones as per specification and instruction of cum 415.36 15,080.95 6,263,985.44
site engineer.

P.C.C. (1:3:6) work in foundation and floors as per

5 instruction of site engineer. cum 52.85 16,897.01 892,965.45

P.C.C. (1:2:4) work in pole jamming using crushed

6 stone, sand and OPC cement as per specification cum 6.79 19,473.73 132,317.84
and instruction of site engineer.
Providing and fixing local wooden or plywood
7 Form work for shuttering & centering including sqm 45.30 1,450.89 65,722.18
steel pipe proping all complete
Supplying,fitting and fabricating 50 mm iron pipe
post at 2 m distance with 25x25x4 mm iron angles
framed with 7 mm dia iron bar with 62x62 mm iron
8 sqm 754.97 4,730.49 3,571,353.97
mess diagonally with primer redoxide paint as per
directed by Engineer.

Grand Total 11,731,423.04

Prepared By: Checked By: Approved By:

 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal

Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing, Cost
Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural Municpality

DETAILED ESTIMATE OF BOUNDARYWALL

S.No. Item Nos. Length Breadth Height Quantity Unit Remarks
Earth work excavation in foundation, trenches
1 in soft and medium soil as per the instruction
of site engineer.

Foundation
F1 1.00 503.31 1.40 1.00 704.63
Total Quantity 704.63 cum
Earth work back filling in foundation, trenches
2 with proper manual compaction as per the
instruction of site engineer.

40% of Earthwork Excavation 281.85

Total Quantity 281.85 cum
Stone soling work with approved quality
3 blockstones in perfect line & level as per
specification & instructions all complete.
Foundation footings
F1 1.00 503.31 1.40 0.20 140.93
Total Quantity 140.93 cum
P.C.C. (1:2:4) work in foundation as per
4 instruction of site engineer.
Foundation footings
F1 1.00 503.31 1.40 0.075 52.85
Total Quantity 52.85 cum
Providing and laying foundation of Stone
masonry works 1:4 cement sand mortar with
5 local blockstones as per specification and
instruction of site engineer.

Above Ground Level

For Posts
252 0.30 0.30 0.60 13.59
Walls Between Columns
1.00 481.41 0.30 0.90 129.98
Foundation
Level 1
1.00 503.31 1.20 0.45 271.79
Total Quantity 415.36 cum
P.C.C. (1:2:4) work in superstructure using
crushed stone, sand and OPC cement as per
6 specification and instruction of site engineer.

Above GL
For Posts
252 0.30 0.30 0.30 6.79
Total Quantity 6.79 cum
Providing and fixing local wooden or plywood
7 Form work for shuttering & centering
including proppong all complete

Above GL
For Posts
252 0.60 0.30 45.30
 Total Quantity 45.30 sqm
Supplying,fitting and fabricating 50 mm iron
pipe post at 2 m distance with 25x25x4 mm
iron angles framed with 7 mm dia iron bar
8 with 62x62 mm iron mess diagonally with
primer redoxide paint as per directed by
Engineer.

1.00 503.31 1.50 754.97

754.97 sqm
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal

Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing, Cost Estimate
and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural Municpality
DETAILED ESTIMATE OF ENTRY GATE

S.No. Item Nos. Length Breadth Height Quantity Unit Remarks

Earth work excavation in foundation, trenches

in soft and medium soil including lift upto 1.5
1
m and disposal upto 10 m away from site as
per the instruction of site engineer.

CF1 2.00 3.600 1.500 1.500 16.200

Trench Wall 1.00 5.750 0.600 1.050 3.623
Total Quantity 19.822 cum

Earth work back filling in foundation, trenches

2 (Earth transported from 10 m. surronding) 40% of Excavation 7.929 cum
work in every 15-15 cm. layer with watering
& proper manual compaction (except earth
rate) as per the instruction of site engineer.
Providing and laying dry flat Brick soling
work with approved quality first class brick in
3
perfect line & level as per specification &
instructions all complete.
CF1 2.00 3.600 1.500 10.800
Trench Wall 1.00 5.750 0.600 3.450
Total Quantity 14.250 sqm
P.C.C. (1:3:6) work in foundation and floors
4 as per specification and instruction of
engineer.
CF1 2.00 3.600 1.500 0.075 0.810
Trench Wall 1.00 5.750 0.600 0.075 0.259
Total Quantity 1.069 cum
P.C.C. (1:1.5:3) for R.C.C. work in foundation
and superstructure using crushed stone , sand
5 and OPC cement as per specification and
instruction of site engineer.
H=(2.000-
For Foundation 2.00 3.600 1.500 0.450 4.860 0.150-
For Column upto plinth level 4.00 0.600 0.600 1.050 1.512 0.550+1.200+1
.200)m
For Column above plinth level 4.00 0.350 0.350 4.480 2.195
Foundation Tie Beam 2.00 7.250 0.300 0.450 1.958
2.00 1.530 0.300 0.450 0.413
Plinth Tie Beam 2.00 7.250 0.300 0.450 1.958
2.00 1.530 0.300 0.450 0.413
Top Beam 1.00 7.250 0.350 0.450 1.142
2.00 1.530 0.350 0.450 0.482
Total Quantity 14.932 cum
 Providing and laying Torsteel/TMT
reinforcement work for R.C.C. work including
6 cutting, bending, binding with GI wire etc, all 1.75%*RCC*7850 2051.314 Kg
complete as per instruction of site engineer.

2.051 MT
Providing and fixing form work for shuttering
& centering for edges, floors required in
7 trench work with local wood with all fittings
including proping all complete as per
specification and instruction.

Foundation 2.00 10.200 0.450 9.180 L=(2.200*4)m

Total Quantity 9.180 Sqm

Providing and fixing 19 mm plyboard Form

work for shuttering & centering for Columns
8 with necessary fittings all complete including
de-shuttering after completion of work as per
specification and instruction. H=(2.000-
0.150-
For Column upto plinth level 4.00 2.400 1.050 10.080 0.550+1.200+1
.200)m
For Column above plinth level 4.00 2.400 4.480 43.008 L=(0.350*4)m
Total Quantity 53.088 Sqm

Providing and fixing 19 mm plyboard Form

work for shuttering & centering for Beams
9 with necessary fittings all complete including
de-shuttering after completion of work as per
specification and instruction.

Foundation Tie Beam 4.00 7.250 0.750 21.750

4.00 1.530 0.750 4.590
Plinth Tie Beam 4.00 7.250 0.750 21.750
4.00 1.530 0.750 4.590
Top Beam 4.00 7.250 0.800 23.200
4.00 1.530 0.800 4.896
Total Quantity 80.776 Sqm

Providing and laying Brick masonry work in

1:4 cement sand mortar with first class local
10 chimney bricks as per specification and
instruction of site engineer.
Plinth Wall 1.00 6.645 0.230 0.600 0.917
Wall on top 1.00 6.645 1.950 0.800 10.366
Total Quantity 11.283 cum

12.5 mm thick Cement sand plastering (1:4)

in wall with good finishing including racking
11 the joint, cleaning and wetting the surface and 2.00 1.200 1.370 3.288
curing the works all complete as per
specification and instruction.
On Top of Column 4.00 2.400 4.480 43.008
On Top wall 2.00 6.645 0.800 10.632
Total Quantity 56.928 sqm
 Supplying and applying two coat weather coat
(Apex paint) of approved colour and shade
12 over one coat primer on outer plaster surface Same as plastering 56.928 sqm
including cleaning and scaffolding all
complete as per specification and instruction.

Providing and fixing Iron gate 16 guage (with

frame 50 mm X 50 mm X 5 mm) ready made
13 and applying red oxide paint with labour cost 1.00 5.000 1.860 9.300 sqm
and all neccesary fittings as per specification
and as per instructed.
Total Quantity 9.300 sqm
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design
Drawing, Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at
Maiwakhola Rural Municpality
ABSTRACT OF COST OF ENTRY GATE

S.No. Description Unit Quantity Rate Amount(NRs.) Remarks

Earth work excavation in foundation, trenches in soft

and medium soil including lift upto 1.5 m and
1 cum 19.822 829.15 16435.83
disposal upto 10 m away from site as per the
instruction of site engineer.

Earth work back filling in foundation, trenches (Earth

transported from 10 m. surronding) work in every 15-
2 15 cm. layer with watering & proper manual cum 7.929 506.00 4012.07
compaction (except earth rate) as per the instruction
of site engineer.
Providing and laying dry flat Brick soling work with
3 approved quality first class brick in perfect line & sqm 14.250 1,656.94 23611.40
level as per specification & instructions all complete.
P.C.C. (1:3:6) work in foundation and floors as per
4 specification and instruction of engineer. cum 1.069 16,897.01 18058.68
P.C.C. (1:1.5:3) for R.C.C. work in foundation and
superstructure using crushed stone , sand and OPC
5 cement as per specification and instruction of site cum 14.932 21,506.35 321137.64
engineer.
Providing and laying Torsteel/TMT reinforcement
work for R.C.C. work including cutting, bending,
6 binding with GI wire etc, all complete as per kg 2051.314 164.18 336777.49
instruction of site engineer.
Providing and fixing form work for shuttering &
centering for edges, floors required in trench work
7 with local wood with all fittings including proping all sqm 9.180 1,044.10 9584.81
complete as per specification and instruction.
Providing and fixing 19 mm plyboard Form work for
shuttering & centering for Columns with necessary
8 fittings all complete including de-shuttering after sqm 53.088 1,962.69 104195.48
completion of work as per specification and
instruction.

Providing and fixing 19 mm plyboard Form work for

shuttering & centering for Beams with necessary
9 fittings all complete including de-shuttering after sqm 80.776 1,345.87 108714.28
completion of work as per specification and
instruction.

Providing and laying Brick masonry work in 1:4

cement sand mortar with first class local chimney
10 bricks as per specification and instruction of site cum 11.283 29,697.50 335083.15
engineer.
 12.5 mm thick Cement sand plastering (1:4) in
wall with good finishing including racking the joint,
11 sqm 56.928 493.64 28101.74
cleaning and wetting the surface and curing the works
all complete as per specification and instruction.

Supplying and applying two coat weather coat

(Apex paint) of approved colour and shade over one
12 coat primer on outer plaster surface including sqm 56.928 312.81 17807.73
cleaning and scaffolding all complete as per
specification and instruction.

Providing and fixing Iron gate 16 guage (with frame

50 mm X 50 mm X 5 mm) ready made and applying
13 sqm 9.300 7,500.00 69750.00
red oxide paint with labour cost and all neccesary
fittings as per specification and as per instructed.

Total for Civil Works 1,393,270.30

Electrical works (5%of civil works) 69,663.51
Total for 2 Entry Gate 2,925,867.62
 RATE ANALYSIS SUMMARY
SN Items Unit Rate/unit
Site Clearance and grass cutting, root digging, breaking sods, clearing ground and
1 m2 23.14
carrying away from site

Earthwork excavation(Manual excavation)in Gravel mixed soil in foundation including

2 stacking the soil 1 m from the edge of the foundation and 30m hauling distance and 3m m3 829.15
lift all complete as per instruction by site engineer.

Earthwork excavation(Using hydraulic excavator)in Gravel mixed soil in foundation

3 including stacking the soil 4 m from the edge of the foundation and 30m hauling distance m3 61.29
and 3m lift all complete as per instruction by site engineer.

Earthwork in filling by laying 15-15 cm layer soil with spraying water and compacted by
4 m3 506.00
labour

Dry stone soling with sand foundation/floor including sand filling in joint levelling
5 m3 4394.26
ramming to level including sand filling joints

6 Filling with sand, water spraying and compaction including transportation from 10m m3 2659.15
distance.
7 Single layer of 500 gauge polythene sheet m2 194.52

8 Providing and laying first class local made brick in foundation in cement mortar ( 1 : m3 28363.59
6 ) ,including material and transportation up to 30m

9 Good quality local chimney made Brickwork in 1:4 C/S mortar above ground floor in m3 29697.50
perfect line level finished including wetting the bricks,racking the joints and curing the
work for at least 7 days all complete.
110 mm ( Half Brick ) Thick chimney Fired brick works in cement mortar( 1 : 4 ). (per 10
10 m2 3460.94
sq.m.)

Providing and Laying Rubble masonry works including supply of hard stone blocks,
11 preparing cement mortar (1:6) and construction of wall upto 5 m high (Haulage distance m3 13592.59
up to 10 m)

Providing and Laying Rubble masonry works including supply of hard stone blocks,
12 preparing cement mortar (1:4) and construction of wall upto 5 m high (Haulage distance m3 15080.95
up to 10 m)

P.C.C. in 1:3:6 (M10)work for levelling in ground with approved quality of cement and
13 sand and crushed stone aggregate including mixing,laying,curing etc all as per instruction m3 16897.01
and specification all complete.

P.C.C. in 1:2:4 (M15)work for levelling in ground with approved quality of cement and
14 sand and crushed stone aggregate including mixing,laying,curing etc all as per instruction m3 19473.73
and specification all complete.

P.C.C. in 1:1.5:3 (M20) work for levelling in ground with approved quality of cement and
15 sand and crushed stone aggregate including mixing,laying,curing etc all as per instruction m3 21506.35
and specification all complete.

16 RCC using silica admixture m3 26060.35

17 19mm ply formwork for beam,column,slab,staircase,lintel,sill etc. m2 1450.89

Cutting, bending & placing of reinforcement bars in position as shown in the drawings
18 Kg 164.18
and binding by GI wire for RCC works with 30 m lead all complete

19 38 mm PCC(1:2:4) with punning m2 942.15

20 50 mm PCC(1:2:4) with punning m2 1169.33
21 3mm thick 1:1 CS punning m2 383.76
22 Glazed tile in 1:4 C/S mortar m 2
4083.32
23 Unglazed tile in 1:4 C/s mortar m 2
4083.32
24 12.5 mm thick plastering for levelling surface,1:3 cement sand mortar on ceiling m 2
594.06
 12.5 mm thick plastering for levelling surface,1:4 cement sand mortar other than
25 m2 493.64
ceiling

26 20 mm thick plastering for levelling surface,1:4 cement sand mortar on outer side m2 639.18
27 3/4" thick Panipatti in 1:3 C/S mortar rm 245.87
28 Neat cement skirting rm 94.21
29 Powder Coated Door m 2
7684.09
30 Powder Coated Window m2 14375.00
31 Powder Coated Window with fixed glass m2 11500.00
32 Two coat distemper paint with one coat primer m2 224.25
2 coats of weather coat of approved colour with one coat primer to give uniform
33 coloring after rendering the surface on wall,column etc over properly cleaned surface all m2 312.81
complete.
2 coats of ready made enamel paint of approved colour over 1 coats of primer Painting
34 m2 365.76
over properly sanded wooden surface all complete.

Supplying & fixing of spiral staircase with 4"-6" black pipe post medium class, 20mm
35 square pipe railing , 32mm handrail, width of staircase 90cm including red oxide primer rm 3568.22
coat and necessary fittings

Elastocrete cementitious elastometric water proofing coating 2 components capacity

36 m2 588.66
per kg 6 sq.ft 2 coat including supply and applying all complete work

37 Plinth protection work rm 6245.05

38 16 gauge MS gate m2 9785.99
39 Chain Link Fence m 2
2383.94
40 Concrete interlocking block m 2
2700.38
41 Demolition of walls TLC and removing the material at a distance of 10m m 2
103.64
Demolition of roof of CGI sheet with wooden/metal truss and removing the material at a
42 distance of 10m m2 77.60

43 Demolition of walls with mud mortar and removing the material at a distance of 10m m3 1098.62

44 Geotextile m2 245.42
45 Turfing m 2
424.19
46 Construction of TLC m2 102.34

Supplying and laying First class dry brick on Flat soling in foundation trenches and
47 m2 1,901.43
flooring works complete to line & level as per specification and approval of Engineer

48 Salwood Door and Window frame m3 178,544.87

Supplying and fitting ready made Teak wood doors,special (Seasoned and Poisoned
49 treated one side teak,and other side water proof ply fittings) with all necessary hardware m2 7376.47
all complete.

50 Providing & fixing of MS truss with one coat red oxide kg 231.33
51 Providing and laying 0.5 mm thick CGI sheet m 2
1118.14
52 Readymade chapra polish application work m 2
240.32

Supplying and Installation of Gypsum board False Ceiling with GI framing and all
53 accessories complete as per drawing, specification and instruction of the consultant/ m2 1904.06
Engineer all complete

Providing materials and constructing 2ft wide ridge from 0.5mm plain GI sheet and also
54 r.m 1212.75
fixing

55 GI Fascia ( eaves) k.g 255.95

56 Aluminuim work m 2
14820.72
57 Pointing Work in Brick Wall with Cement Mortar (1:2) m 2
262.62
58 Granite works as per specification m2 6135.50

Using a 3mmX 20 mm size iron forming a grill by applying a scrubing and one coat of red
59 oxide paint in the proper specification and design and recommendation from the site Kg 131.88
engineer.

38 x 75 mm thick sal wood frame with 4 mm thick fully glazed shutter fixing work with
60 sqm 8805.40
all complete.

Supplying & fixing work of 38 mm Ø stainless steel pipe post @ 2.0 mtr , 8 mm Ø
61 stainless steel pipe hand rail with two rows 25 mm Ø stainless steel pipe in between sqm 3748.54
ground & hand rail.

15 mm thick marble tile 600x600 mm paving with 20 mm thick cement sand mortar 1:2
62 sqm 1729.22
rubbing & polishing work with all complete.

63 2mm thick plane white putty plaster work in wall & ceilling sqm 369.04
64 Dry flat Brick paving work sqm 1656.94

Supplying and laying First class dry brick on Flat soling in foundation trenches and
65 sqm 1901.43
flooring works complete to line & level as per specification and approval of Engineer

Providing and fixing readymade (Carpet dubo) of 300mm x 300mm size turfs (chapari)
66 in lawns over 200mm humus soil filling, necessary soil levelling, adding necessary sqm 461.87
fertiizers, compaction, watering all complete as per instructions of engineer.

Supplying & fixing work of 50 mm Ø MS black pipe @ 2.0 mtr with 7 mm Ø TMT bar mesh
67 62x62 mm size 4x25x25 mm ms angle frame & top 3x20 mm MS grill 15 cm height with sqm 4291.06
primer coat and Painting..

Supply & fitting of Entrance gate made up of MS Grill on 50*50*50 MS angle frame
68 including with all accessories, primer work, all Complete as per drawing, specification Kg 238.86
and instructions of engineer all complete

69 Providing and laying 0.5 mm thick CGI sheet sqm 1118.14

70 Panelled door shutter 38 mm. thick with local hardwood for door and window with sqm
approved materials and workmanship all complete. 4411.65

71 Two coat plastic emulsion painting Including surface cleaning & approved materials in sqm
plastered surface 336.60
 Analysis of Rate
Fiscal year 2079/80
1 Site Clearance and grass cutting, root digging, breaking sods, clearing ground and carrying away from site Unit: 1 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Unskilled MD 0.023 875.00 20.13
B Material
Nil
C Equipment

D Subtotal (A+B+C) 20.13

E Contractor's Overhead@ 15% 0f(D) 3.02
Total(D+E) 23.14
Rate per 1 m2 23.14375

Earthwork excavation (Manual excavation) in Gravel mixed soil in foundation including stacking the soil 1 m
2 from the edge of the foundation and 30m hauling distance and 3m lift all complete as per instruction by site Unit: 1 m3
engineer. Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Unskilled MD 0.80 875.00 700.00
B Material
Nil
C Equipment
@ 3% of (A) LS 1.00 21.00
D Subtotal (A+B+C) 721.00
E Contractor's Overhead@ 15% 0f(D) 108.15
Total(D+E) 829.15
Rate per 1 m3 829.15

3 Earthwork excavation in all type of soil using hydraulic excavation (capacity 0.8 m3) all complete as per Unit: 1 m3
instruction by site engineer. Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Unskilled MD 875.00
B Material
Diesel Lt 0.15 172.00 25.80
C Equipment
Hydraulic Excavator m3 0.0125 2200.00 27.50
D Subtotal (A+B+C) 53.30
E Contractor's Overhead@ 15% 0f(D) 8.00
Total(D+E) 61.29
Rate per 1 m3 61.295

4 Earthwork in filling by laying 15-15 cm layer soil with spraying water and compacted by labour Unit: 1 m3
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Unskilled MD 0.50 875.00 437.50
B Material
water ltr 5.00 0.50 2.50
C Equipment

D Subtotal (A+B+C) 440.00

E Contractor's Overhead@ 15% 0f(D) 66.00
Total(D+E) 506.00
 Rate per 1 m3 506

Dry stone soling with sand foundation/floor including sand filling in joint levelling ramming to level including
5 Unit: 1 m3
sand filling joints.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1130.00
Unskilled MD 1.50 875.00 1312.50
B Material
Stone m3 1.00 2200.00 2200.00
River Sand m3 0.20 1543.00 308.60
C Equipment
Nil
D Subtotal (A+B+C) 3821.10
E Contractor's Overhead@ 15% 0f(D) 573.17
Total(D+E) 4394.26
Rate per 1 m2 4394.265

7 Filling with sand, water spraying and compaction including transportation from 10m distance. Unit: 1 m3
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Unskilled md 0.70 875.00 612.50
0.00
B. Material:
Sand m3 1.10 1543.00 1697.30
water lit. 5.00 0.50 2.50

C. Subtotal (A+B) 2312.30

D. Contractor's Overhead @ 15% of (C) 346.85
Total (C+D) 2659.15
\ Rate per m3 2659.145

8 Supplying and laying 500micron tear proof good quality polythene above the compacted boulder stone. Unit: 10 m2

S. N. Description Unit Quantity Rate (NRs.) Amount (NRs.) Remarks

A Labour
Skilled MD 0.60 1130.00 678.00
Unskilled MD 0.60 875.00 525.00
B Material
500 Micron Polythene Sheet m2 11.00 44.41 488.51
D Subtotal (A+B+C) 1691.51
E Contractor's Overhead@ 15% 0f(D) 253.73
= Total(D+E) 1945.24
Rate per m2 194.52365

First class local chimney made Brickwork in 1:6 C/S mortar on ground floor in perfect line level finished
9 Unit:1m3
including wetting the bricks,racking the joints and curing the work for at least 7 days all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.50 1130.00 1695.00
Unskilled MD 2.20 875.00 1925.00
Unskilled MD 0.20 875.00 175.00
B Material
Cement MT 0.07 24372.00 1706.04
 Sand m3 0.30 1543.00 462.90
Brick Nos 560.00 33.33 18664.80
water ltr 100.00 0.30 30.00
C Equipment
3% of A LS 1.00 5.25
D Subtotal (A+B+C) 24663.99
E Contractor's Overhead @15% of (D) 3699.60
Total(D+E) 28363.59
Rate per 1 m3 28363.5885

First class local chimney made Brickwork in 1:4 C/S mortar above ground floor in perfect line level finished
10 Unit:1m3
including wetting the bricks,racking the joints and curing the work for at least 7 days all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.50 1130.00 1695.00
Unskilled MD 2.20 875.00 1925.00
Unskilled MD 0.70 875.00 612.50
B Material
Cement MT 0.10 24372.00 2437.20
Sand m3 0.28 1543.00 432.04
Brick Nos 560.00 33.33 18664.80
water ltr 130.00 0.30 39.00
C Equipment
3% of A LS 1.00 18.38
D Subtotal (A+B+C) 25823.92
E Contractor's Overhead @15% of (D) 3873.59
Total(D+E) 29697.50
Rate per 1 m3 29697.50225

11 110 mm ( Half Brick ) Thick chimney Fired brick works in cement mortar( 1 : 4 ). (per 10 sq.m.) Unit:10 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.90 1130.00 2147.00
Unskilled MD 2.60 875.00 2275.00
B Material
Cement MT 0.11 24372.00 2680.92
Sand m3 0.30 1543.00 462.90
Brick Nos 673.00 33.33 22431.09
Water ltr 100.00 0.30 30.00
C Equipment
3% of A LS 1.00 68.25
D Subtotal (A+B+C) 30095.16
E Contractor's Overhead @15% of (D) 4514.27
Total(D+E) 34609.43
Rate per 1 m2 3460.9434

12.1 Providing and Laying Rubble masonry works including supply of hard stone blocks, preparing cement mortar Unit:1m3
(1:6) and construction of wall upto 5 m high (Haulage distance up to 10 m)
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.50 1130.00 1695.00
Unskilled MD 5.00 875.00 4375.00
B Material
 Cement MT 0.106 24372.00 2583.43
Sand m3 0.47 1543.00 725.21
Block stone m3 1.00 2200.00 2200.00
Bond stone m3 0.10 2200.00 220.00
water ltr 70.00 0.30 21.00
C Equipment

D Subtotal (A+B+C) 11819.64

E Contractor's Overhead @15% of (D) 1772.95
Total(D+E) 13592.59
Rate per 1 m3 13592.5883

12.2 Providing and Laying Rubble masonry works including supply of hard stone blocks, preparing cement mortar Unit:1m3
(1:4) and construction of wall upto 5 m high (Haulage distance up to 10 m)
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.50 1130.00 1695.00
Unskilled MD 5.00 875.00 4375.00
B Material
Cement MT 0.16 24372.00 3899.52
Sand m3 0.450 1543.00 694.35
Block stone m3 1.00 2200.00 2200.00
Bond stone m3 0.10 2200.00 220.00
water ltr 100.00 0.30 30.00
C Equipment

D Subtotal (A+B+C) 13113.87

E Contractor's Overhead @15% of (D) 1967.08
Total(D+E) 15080.95
Rate per 1 m3 15080.9505

P.C.C. in 1:3:6 (M10)work for levelling in ground with approved quality of cement and sand and crushed stone
14 Unit: 1 m3
aggregate including mixing,laying,curing etc all as per instruction and specification all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.00 1130.00 1130.00
Unskilled MD 4.00 875.00 3500.00
B Material
Cement MT 0.22 24372.00 5361.84
River Sand m3 0.47 1543.00 725.21
Crushed agg.40mm down m3 0.65 4400.00 2860.00
Crushed agg.20mm down m3 0.24 4500.00 1080.00
water ltr 120.00 0.30 36.00
C Equipment
Nil
D Subtotal (A+B+C) 14693.05
E Contractor's Overhead@ 15% 0f(D) 2203.96
Total(D+E+F) 16897.0075

P.C.C. in 1:2:4 (M15)work for levelling in ground with approved quality of cement and sand and crushed stone
15 Unit: 1 m3
aggregate including mixing,laying,curing etc all as per instruction and specification all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
 Skilled MD 1.00 1130.00 1130.00
Unskilled MD 4.00 875.00 3500.00
B Material
Cement MT 0.32 24372.00 7799.04
River Sand m3 0.445 1543.00 686.64
Crushed agg.40mm down m3 0.52 4400.00 2288.00
Crushed agg.20mm down m3 0.22 4500.00 990.00
Crushed agg.10mm down m3 0.11 4500.00 495.00
water ltr 150.00 0.30 45.00
C Equipment
Nil
D Subtotal (A+B+C) 16933.68
E Contractor's Overhead@ 15% 0f(D) 2540.05
Total(D+E) 19473.72625

P.C.C. in 1:1.5:3 (M20) work for levelling in ground with approved quality of cement and sand and crushed
16 Unit: 1 m3
stone aggregate including mixing,laying,curing etc all as per instruction and specification all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 0.50 1130.00 565.00
Unskilled MD 3.50 875.00 3062.50
B Material
Cement MT 0.40 24372.00 9748.80
River Sand m3 0.425 1543.00 655.78
Crushed agg.20mm down m3 0.57 4500.00 2565.00
Crushed agg.10mm down m3 0.29 4500.00 1305.00
Water ltr 200.00 0.20 40.00
Diesel ltr 3.00 111.00 333.00
Petrol ltr 0.10 128.00 12.80
C Equipment
Vibrator Hrs 0.25 107.88 26.97
Mixer Hrs 0.60 643.88 386.33
D Subtotal (A+B+C) 18701.17
E Contractor's Overhead@ 15% 0f(D) 2805.18
Total(D+E) 21506.35

P.C.C. in 1:1.5:3 (M20) work for levelling in ground with approved quality of cement and sand and crushed
16 Unit: 1 m3
stone aggregate including mixing,laying,curing etc all as per instruction and specification all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 0.50 1130.00 565.00
Unskilled MD 3.50 875.00 3062.50
B Material 0.00
Cement MT 0.40 24372.00 9748.80
River Sand m3 0.425 1543.00 655.78
Crushed agg.20mm down m3 0.57 4500.00 2565.00
Crushed agg.10mm down m3 0.29 4500.00 1305.00
Water ltr 200.00 0.20 40.00
Diesel ltr 3.00 111.00 333.00
Petrol ltr 0.10 128.00 12.80
Silica kg 12.00 330.00 3960.00
C Equipment
Vibrator Hrs 0.25 107.88 26.97
 Mixer Hrs 0.60 643.88 386.33
D Subtotal (A+B+C) 22661.17
E Contractor's Overhead@ 15% 0f(D) 3399.18
Total(D+E) 26060.35

17 Plywood formworks with steel adjustable pipe props for floor and slab Unit: 100 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 17.20 1130.00 19436.00
Unskilled md 25.70 875.00 22487.50
B. Material:
19mm board m2 16.50 1567.80 25868.77 use for 6 times
Local wood m3 0.232 31896.00 7399.87
Iron pipes (NMB50-M) No. 4.40 1969.74 8666.87
Iron nails Kg 25.00 226.97 5674.30
C. Equipment:
@ 3% of (A) LS 1257.71
D. Subtotal (A+B+C) 90791.01
E. Contractor's Overhead @ 15% of (D) 13618.65
Total (D+E) 104409.67
\ Rate per 1 sq m 1044.10

18 19mm plywood formworks for beam including materials and removing with transpotation upto 30m. Unit: 10 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 2.67 1130.00 3017.10
Unskilled md 4.00 875.00 3500.00
B. Material:
ply board m2 1.65 1567.80 2586.88
local wood cum 0.039 31896.00 1243.94
steel prop no. 0.40 1969.74 787.90
nails Kg 2.50 226.97 567.43
C. Subtotal (A+B) 11703.25
D. Contractor's Overhead @ 15% of (C) 1755.49
Total (C+D) 13458.74
\ Rate per 1 sq m 1345.87

19mm plywood formworks for column including materials,erection,nailing, removing with transpotation upto
19 Unit: 4.20 m2
30m.(formwork on 2m dia column)
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 1.574 1130.00 1778.62
Unskilled md 2.361 875.00 2065.88
B. Material:
ply board m2 0.6930 1567.80 1086.49
local wood cum 0.019 31896.00 606.02
steel prop no. 0.54 1969.74 1063.66
nails Kg 2.50 226.97 567.43
C. Subtotal (A+B) 7168.10
D. Contractor's Overhead @ 15% of (C) 1075.21
Total (C+D) 8243.31
 \ Rate per 1 sq m 1962.69

20 Mean Rate of formwork

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
Qty.Column / Shear Wall 1962.69
Qty.Beam 1345.87
Qty. slab 1044.10
Total 4352.66
Mean rate of formwork per sq.m 1450.89

Note:Wood re-use upto 6 times with 25% salvage value (1.6875x1.1x0.7516=0.232)

:Ply re-use upto 6 times with 10% salvage value(100x1.1x0.9/6=16.5)
:Pipe re-use upto 15 times with 25% salvage value(88/15x0.75=4.4)

Cutting, bending & placing of reinforcement bars in position as shown in the drawings and binding by GI wire
21 Unit: 1 Kg
for RCC works with 30 m lead all complete
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 0.012 1130.00 13.56
Unskilled md 0.012 875.00 10.50
B. Material:
Reinforcement bar (Fe 500) Kg 1.05 110.97 116.52
Binding wire Kg 0.01 145.97 1.46
C. Equipment:
@ 3% of (A) LS 0.72
D. Subtotal (A+B+C) 142.76
E. Contractor's Overhead @ 15% of (D) 21.41
Total (D+E) 164.18
\ Rate per 1 Kg 164.18

22 Providing and Laying 38mm PCC (1:2:4) with 1:1 C/S punning on all rooms Unit:10 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.25 1130.00 1412.50
Unskilled MD 2.00 875.00 1750.00
B Material
Cement MT 0.13 24372.00 3168.36
Sand m3 0.18 1543.00 277.74
Aggregate m3 0.36 4400.00 1584.00
C Equipment
Nil
D Subtotal (A+B+C) 8192.60
E Contractor's Overhead @15% of (D) 1228.89
Total(D+E) 9421.49
Rate per 1 m2 942.15

23 Providing and Laying 50mm PCC (1:2:4) with 1:1 C/S punning on terrace. Unit:10 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.25 1130.00 1412.50
Unskilled MD 2.50 875.00 2187.50
B Material
Cement MT 0.17 24372.00 4143.24
 Sand m3 0.23 1543.00 354.89
20mm Aggregate m3 0.46 4500.00 2070.00
C Equipment
Nil
D Subtotal (A+B+C) 10168.13
E Contractor's Overhead @15% of (D) 1525.22
Total(D+E) 11693.35
Rate per 1 m2 1169.33

24 3mm thick 1:1 cement sand punning Unit:100 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 10.00 1130.00 11300.00
Unskilled MD 10.00 875.00 8750.00
B Material
Cement MT 0.532 24372.00 12965.90
Sand m3 0.23 1543.00 354.89
C Equipment
Nil
D Subtotal (A+B+C) 33370.79
E Contractor's Overhead @15% of (D) 5005.62
Total(D+E) 38376.41
Rate per 1 m2 383.76

Providing and laying 6mm porcelain glazed tiles on walls and floor of approved colored laid with cement sand
25 mortar(1:4) finished with white cement including polishing all complete as per specification and instruction of Unit: 10 sq m
site engineer Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 13.00 1130.00 14690.00
Unskilled md 4.50 875.00 3937.50
B. Material:
Cement mt. 0.056 24372.00 1364.83
Sand cu.m. 0.152 1543.00 234.54
White Cement kg 3.228 38.82 125.30
Porcelain glazed tile sq.m. 11.00 1377.72 15154.92

D. Subtotal (A+B+C) 35507.09

E. Contractor's Overhead @ 15% of (D) 5326.06
Total (D+E) 40833.15
\ Rate per 1 sq m 4083.32

Providing and laying 6mm porcelain non glazed tiles on walls and floor of approved colored laid with cement
26 sand mortar(1:4) finished with white cement including polishing all complete as per specification and Unit: 10 sq m
instruction of site engineer

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 13.00 1130.00 14690.00
Unskilled md 4.50 875.00 3937.50
B. Material:
Cement mt. 0.056 24372.00 1364.83
Sand cu.m. 0.152 1543.00 234.54
White Cement mt 3.228 38.82 125.30
 B.

Porcelain non glazed tile sq.m. 11.00 1377.72 15154.92

D. Subtotal (A+B+C) 35507.09

E. Contractor's Overhead @ 15% of (D) 5326.06
Total (D+E) 40833.15
\ Rate per 1 sq m 4083.32

27 12.5 mm thick plastering for levelling surface,1:3 cement sand mortar on ceiling Unit:100 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 15.00 1130.00 16950.00
Unskilled MD 20.00 875.00 17500.00
B Material
Cement MT 0.625 24372.00 15232.50
Sand m3 1.28 1543.00 1975.04
C Equipment
Nil
D Subtotal (A+B+C) 51657.54
E Contractor's Overhead @15% of (D) 7748.63
Total(D+E) 59406.17
Rate per 1 m2 594.06

28 12.5 mm thick plastering for levelling surface,1:4 cement sand mortar other than ceiling Unit:100 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 12.00 1130.00 13560.00
Unskilled MD 16.00 875.00 14000.00
B Material
Cement MT 0.538 24372.00 13112.14
Sand m3 1.46 1543.00 2252.78
C Equipment
Nil
D Subtotal (A+B+C) 42924.92
E Contractor's Overhead @15% of (D) 6438.74
Total(D+E) 49363.65
Rate per 1 m2 493.64

29 20 mm thick plastering for levelling surface,1:4 cement sand mortar Unit:100 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 14.00 1130.00 15820.00
Unskilled MD 19.00 875.00 16625.00
B Material
Cement MT 0.81 24372.00 19741.32
Sand m3 2.20 1543.00 3394.60
C Equipment
Nil
D Subtotal (A+B+C) 55580.92
E Contractor's Overhead @15% of (D) 8337.14
Total(D+E) 63918.06
Rate per 1 m2 639.18

30 3/4X1.5" thick pani patti in cement sand mortar(1:3) Unit:1 rm

 Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 0.025 1130.00 28.25
Unskilled MD 0.01 875.00 8.75
B Material
Cement MT 0.007 24372.00 170.60
Sand m3 0.004 1543.00 6.17
Water proofing lit 0.0001 275.00 0.03
D Subtotal (A+B) 213.80
E Contractor's Overhead @15% of (D) 32.07
Total(D+E) 245.87
Rate per 1rm 245.87

31 Cement sand skirting 100 mm height Unit:1 m

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)

A Cement skirting rm 1.00 81.93 81.93

Subtotal (A) 81.93
Contractor's Overhead @15% of (D) 12.29
Total(D+E) 94.21
Rate per 1 rm 94.21

30 Powder Coated Door Unit: 1 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Material:

Door m2 1.00 6681.82 6681.82

C. Subtotal 6681.82
D. Contractor's Overhead @ 15% of (C) 1002.27
Total (C+D) 7684.09
\ Rate per Sqm 7684.09

31 Powder Coated Window Unit: 1 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Material:

Window m2 1.00 12500.00 12500.00

C. Subtotal 12500.00
D. Contractor's Overhead @ 15% of (C) 1875.00
Total (C+D) 14375.00
\ Rate per sqm 14375.00

31 Powder Coated Window with fixed glass Unit: 1 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Material:

Window m2 1.00 10000.00 10000.00

C. Subtotal 10000.00
D. Contractor's Overhead @ 15% of (C) 1500.00
Total (C+D) 11500.00
\ Rate per sqm 11500.00
 Colouring with Two coats distemper paint with one coat primer to give uniform colouring after rendering the
35 Unit:100 m2
surface on wall,ceiling,column,beam,etc as per specification and instruction all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 5.80 1130.00 6554.00
Unskilled MD 5.80 875.00 5075.00
B Material
Washable distemper LT 16.00 284.97 4559.55
Primer LT 8.00 413.97 3311.78
C Equipment
Nil
D Subtotal (A+B+C) 19500.33
E Contractor's Overhead @15% of (D) 2925.05
Total(D+E) 22425.38
Rate per 100 m2 22425.38
Rate per 1 m2 224.25

36 2 coats of apex paint (weather coat) of approved colour with one coat primer to give uniform coloring after Unit:100 m2
rendering the surface on wall,column etc over properly cleaned surface all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 5.80 1130.00 6554.00
Unskilled MD 5.80 875.00 5075.00
B Material
Apex paint LT 16.00 766.26 12260.22
Primer LT 8.00 413.97 3311.78
C Equipment
Nil
D Subtotal (A+B+C) 27200.99
E Contractor's Overhead @15% of (D) 4080.15
Total(D+E) 31281.14
Rate per 100 m2 31281.14
Rate per 1 m2 312.81

2 coats of ready made enamel paint of approved colour over 1 coats of primer Painting over properly sanded
38 Unit:100 m2
wooden surface all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 12.00 1130.00 13560.00
Unskilled MD 8.00 875.00 7000.00
B Material
Primer LT 8.10 413.97 3353.17
Enamel paint LT 16.00 493.26 7892.22
C Equipment
Nil
D Subtotal (A+B+C) 31805.39
E Contractor's Overhead @15% of (D) 4770.81
Total(D+E) 36576.20
Rate per 100 m2 36576.20
Rate per 1 m2 365.76
 Staircase railing work with 50mm stainless steel pipe hand railing with 50mm stainless steel pipe vertical post
39 at 2m spacing and three 25mm stainless steel pipe between hand rail and ground on height 750 to 900 mm as Unit:1 m
per design drawing & specification & instructon site incharge.
Amount
SN Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Material
50 mm Stainless pipe hand railing rm 1.000 3936.00 3936.000
Subtotal (A+B+C) 3936.00
Contractor's Overhead @ 15% of (D) 590.40
Total (D+E) 4526.40
\ Rate per rm 4526.40

Supplying & fixing of spiral staircase with 4"-6" black pipe post medium class, 20mm square pipe railing ,
40 Unit:1 m
32mm handrail, width of staircase 90cm including red oxide primer coat and necessary fittings
Amount
S.N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Material
Spiral staircase rm 1.000 3102.800 3102.800
Subtotal (A+B+C) 3102.80
Contractor's Overhead @ 15% of (D) 465.42
Total (D+E) 3568.22
\ Rate per rm 3568.22

Elastocrete cementitious elastometric water proofing coating 2 components capacity per kg 6 sq.ft 2 coat
51 Unit: 10 m2
including supply and applying all complete work as per drawing, specification and direction of the engineer .
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
Elastocrete cementitious elastometric water proofing coating 2
components capacity per kg 6 sq.ft 2 coat m2 1.00 511.88 511.88
D Subtotal (A+B+C) 511.88
E Contractor's Overhead@ 15% 0f(D) 76.78
= Rate per m2 588.66

52 Plinth Protection works Unit: 1 rm

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 1.00 1130.00 1130.00
Unskilled = md 1.00 875.00 875.00
B. Material:
Stone Soling m3 0.09 3821.10 343.90
PCC M10 m3 0.09 14693.05 1322.37
stone masonary work (1:6) m3 0.0575 11819.64 679.63
Plaster m2 0.90 429.25 386.32
Punning m2 0.90 333.71 300.34
Metal Grating Kg 3.00 130.97 392.92
C. Equipment:
@ 3% of (A) LS
D. Subtotal (A+B+C) 5430.48
E. Contractor's Overhead @ 15% of (D) 814.57
Total (D+E) 6245.05
\ Rate per 1 rm 6245.05

Providing and fixing mild steel angle (bracing), 50*50*5mm ,16 gauge MS sheets and mild steel sqaure pipes
53 treated with one coats of primer and two coats of enamel paint, all complete as detailed in drawing, Unit: 10 sq.m
specification and instructions of the Engineer.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
 A. Labour:
Skilled md
Unskilled md
B. Material:
Metal Gate sq.m 10.00 8509.56 85095.60
C. Subtotal 85095.60
D. Contractor's Overhead @ 15% of (C) 12764.34
Total (C+D) 97859.94
\ Rate per sq. m. 9785.99

Providing 1.5 meter high chain link fence having mesh size 50mm x 50mm woven with SWG 10
heavy GI coated wire with 50x50x5 mm ISA line post spaced at 2.5 meter center to center,
50x50x5 mm corner and end post , 50x50x5 mm ISA bracing post at every 15 meter straight run
= at every change in direction more than 15 degree and at end and corner post, 40x40x4 mm
and
54 Unit: 10 m2
ISA top and bottom rail including installation of all post by excavating hole (300x300x600) and
filling with concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 20 mm and down grade), rails,
stretching chain link fabric, fixing chain link fabric securely in all post, top and bottom rail, etc., all
complete as per drawings, specification and instruction of the Engineer.
Rate analysis for 15 Sqm
Amount
S. N. Description Quantity Unit Rate (NRs.) (NRs.)
Remarks

Skilled 7.00 No. 1130.00 7910.00

Labour
Unskilled 5.00 No. 875.00 4375.00 12285.00

40*40*4 angle frame 48.40 Kg 81.42 3940.72

50*50*5 angle frame 38.47 Kg 81.42 3132.63
40*40*3 angle frame 2.70 Kg 81.42 219.58
10 S.W.G.G. I. Chain Link of size 2"x2" wire mess 15.00 Sqm 517.00 7755.00 15047.93

Fabrication 15% 2257.19

10% for transportation 1504.79

Actual rate 31094.91

per 1 Sqm 15% overhead 4664.23

35759.14 2383.94 Total 35759.14

15

55 60mm concrete interlocking block Unit: 10 Sqm

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:

Skilled md 1.00 1130.00 1130.00

Unskilled md 3.00 875.00 2625.00
Unskilled md 7.00 875.00 6125.00
Material:
Interlocking block Sqm 11.00 1143.88 12582.68
B.
Stone dust(Area*60cm) Sqm 0.55 76.27 41.95
Stone dust Cu.m 0.71 1375.92 976.90
D. Subtotal (A+B+C) 23481.53
E. Contractor's Overhead @ 15% of (D) 3522.23
Total (D+E) 27003.76
\ Rate per 1 Sqm 2700.38

56 Demolition of TLC and removing the material at a distance of 10m Unit: 1 m2

Amount Remarks
S. N. Description Unit Quantity Rate (NRs.)
(NRs.)
A Labour
 MD 0.1 875.00 87.50
B Equipment
@ 3% of (A) LS 2.63
C Subtotal (A+B+C) 90.13
D Contractor's Overhead@ 15% 0f(D) 13.52
Total(D+E) 103.64
Rate per 1 m2 103.64

57 Demolition of roof of sheet with wooden/metal truss removing the material at a distance of 10m Unit: 1 m2
Amount Remarks
S. N. Description Unit Quantity Rate (NRs.)
(NRs.)
A Labour
Skilled MD 0.027 1130.00 30.51
Unskilled MD 0.04 875.00 35.00
B Equipment
@ 3% of (A) LS 1.97
C Subtotal (A+B+C) 67.48
D Contractor's Overhead@ 15% 0f(D) 10.12
Total(D+E) 77.60
Rate per 1 m2 77.60

58 Demolition of walls with mud mortar and removing the material at a distance of 10m Unit: 1 m2
Amount Remarks
S. N. Description Unit Quantity Rate (NRs.)
(NRs.)
A Labour
Unskilled MD 1.06 875.00 927.50
B Equipment
@ 3% of (A) LS 27.83
C Subtotal (A+B+C) 955.33
D Contractor's Overhead@ 15% 0f(D) 143.30
Total(D+E) 1,098.62
Rate per 1 m2 1,098.62

Providing and Laying of grass (local duboo with root carrying and anchoring with 8" bamboo peg and watering
59 for 10 days( on soil ) near Retaining wall), all complete as per specification and instructions of the Engineer. Unit: 100 m2

Amount Remarks
S. N. Description Unit Quantity Rate (NRs.)
(NRs.)
A Labour
Unskilled MD 5.04 875.00 4,410.00
B Equipment
Dubo Sqm 100 322.80 32,280.00
Compost Manure Kg 7 28.00 196.00
C Subtotal (A+B+C) 36,886.00
D Contractor's Overhead@ 15% 0f(D) 5,532.90
Total(D+E) 42,418.90
Rate per 1 m2 424.19

60 Supplying and fixing SEALGUARD GEOTEX [P] -Polyester Geotextile behind retaining wall/breast wall before Unit: 10 m2
backfilling as per instruction of site engineer.

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 0.50 1130.00 565.00
Unskilled md 0.50 875.00 437.50
B. Material:
 B.
SEALGUARD GEOTEX [P] -Polyester Geotextile m2 12.00 94.30 1131.60
D. Subtotal (A+B+C) 2134.10
E. Contractor's Overhead @ 15% of (D) 320.11
Total (D+E) 2454.21
\ Rate per 1 m2 245.42

61 Construction of TLC Unit: 1 m2

Amount Remarks
S. N. Description Unit Quantity Rate (NRs.)
(NRs.)
A Labour
Skilled MD 0.03 1130.00 33.90
Unskilled MD 0.06 875.00 52.50
B Equipment
@ 3% of (A) LS 2.59
C Subtotal (A+B+C) 88.99
D Contractor's Overhead@ 15% 0f(D) 13.35
Total(D+E) 102.34
Rate per 1 m2 102.34

62 Supplying and laying First class dry brick on Flat soling in foundation trenches and flooring
works complete to line & level as per specification and approval of Engineer Unit: 10 m2

S. N. Description Input Unit Rate Amount

A Man power
Unskilled Labour 1.00 M-day 875.00 875.00
Skilled Labour 0.50 M-day 1130.00 565.00
B Materials
Bricks 420.00 nos. 33.33 13998.60
Sand 0.71 m3 1543.00 1095.53
Total : 16534.13
Contractor's profit 15 % : 2,480.12
Rate / 10 Sq. m. : 19,014.25
Rate / Sq.m. : 1,901.43
63 Salwood Door and Window frame Unit: 1 cu.m
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour
Skilled MD 34.00 1130.00 38420.00
Unskilled MD 3.40 875.00 2975.00
B. Material:
Agrath wood cu.m 1.10 98533.32 108386.65
Holdfast Nos 92.00 50.39 4635.77
Screw Nails Nos 184.00 4.56 838.99
Subtotal 155256.41
C. Contractor's Overhead @ 15% of (C) 23288.46
Total (C+D) 178544.87
\ Rate per cum. 178544.87
Supplying and fitting ready made Teak wood doors,special (Seasoned and Poisoned treated one side teak,and
64 Unit:sq.m
other side water proof ply fittings) with all necessary hardware all complete.
Amount
S. N. Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.61 1130.00 1819.30
Unskilled MD 0.161 875.00 140.88
B Material
Readymade teak wood sq.m 1.00 2541.58 2541.58
Wooden listy rm 7.434 52.77 392.30
 Gum L.S. 20.00
100mm Hinge Nos 3.00 60.19 180.58
150mm tower bolt Nos 2.00 81.10 162.19
Mortis lock Nos 1.00 1137.49 1137.49
Screw nail L.S. 20.00
D Subtotal (A+B+C) 6414.32
E Contractor's Overhead @15% of (D) 962.15
Total(D+E) 7376.47
Rate per 1 m2 7376.47
65 Providing & fixing of MS truss with one coat red oxide Unit: 18.94 kg
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
Labour:
A. Skilled md 0.687 1130.0 776.31
Unskilled md 0.781 875.0 683.38
Material:
B. all types of black pipes making and fixing kg 18.94 116.0 2196.51
primer paint LS 110.00
C. Equipment:
@ 3% of (A) LS 43.79
D. Subtotal (A+B+C) 3809.99
E. Contractor's Overhead @ 15% of (D) 571.50
Total (D+E) 4381.48
\ Rate per 1 kg 231.33

66 Providing and laying 0.5 mm thick CGI sheet Unit: 10 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
Labour:
A. Skilled md 1.100 1130.0 1243.00
Unskilled md 1.250 875.0 1093.75
Material:
B. CGI sheet 24 gaze (0.5 mm) m2 12.00 568.4 6820.42
8 mm nut bolt nos. 30.00 0.1 2.04
J hook nos. 25.00 13.8 345.70
Bitumen washer nos. 55.00 2.7 147.93
C. Equipment:
@ 3% of (A) LS 70.10
D. Subtotal (A+B+C) 9722.95
E. Contractor's Overhead @ 15% of (D) 1458.44
Total (D+E) 11181.39
\ Rate per 1 m2 1118.14

67 Readymade chapra polish application work. Unit:100 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 10.00 1130.00 11300.00
Unskilled MD 5.00 875.00 4375.00
B Material
chapra kg 2.00 1531.88 3063.76
spirit LT 10.00 215.88 2158.80
C Equipment
Nil
D Subtotal (A+B+C) 20897.56
 E Contractor's Overhead @15% of (D) 3134.63
Total(D+E) 24032.19
Rate per 100 m2 24032.19
Rate per 1 m2 240.32
Supplying and Installation of Gypsum board False Ceiling with GI framing and all accessories complete as per
68 Unit: 1 m2
drawing, specification and instruction of the consultant/ Engineer all complete
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
12.5mm thick Gypsum Board False ceiling including all necessary
A. Sq.m 1.00 1655.70 1655.70
material

B. Subtotal 1655.70
C, Contractor's Overhead @ 15% of (D) 248.36
Total (B+D) 1904.06
\ Rate per m2 1904.06

69 Providing materials and constructing 2ft wide ridge from 0.5mm plain GI sheet and also fixing Unit:10 rm
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 2.00 1130.00 2260.00
Unskilled md 3.00 875.00 2625.00
B. Material:
Coloured Plain sheet (0.5 mm) RM 12.00 465.89 5590.66
8 mm nut bolt LS 70.00
C. Equipment:

D. Subtotal (A+B+C) 10545.66

E. Contractor's Overhead @ 15% of (D) 1581.85
Total (D+E) 12127.50
\ Rate per 1 rm 1212.75

70 GI Fascia ( eaves) Unit: 10 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 1.10 1130.00 1243.00
Unskilled md 1.25 875.00 1093.75
B. Material:
1.2mm GI folded plate m2 12.00 500.00 6000.00
8 mm nut bolt nos. 30.00 0.07 2.04
J hook nos. 25.00 13.83 345.70
Bitumen washer nos. 55.00 2.69 147.93
C. Equipment:
@ 3% of (A) LS 70.10
D. Subtotal (A+B+C) 8902.53
E. Contractor's Overhead @ 15% of (D) 1335.38
Total (D+E) 10237.91
\ Rate per 1 m2 1023.79
\ Rate per 1 Kg 255.95

Alluminium framed Sliding window Without ventilator ( Aluminium :- Natural anodised 101mmx45mm
71 Unit: 1 m2
x1.50mm , Glass 5mm clear, S.S mosquito net)
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 0.00 1130.00 0.00
Unskilled md 0.00 875.00 0.00
B. Material:
 B.
1.Alluminium fixed panel window With Ventilation with fly mesh m2 1.00 12887.58 12887.58
shutter from section(88mmx38.1mm x1.3mm , Glass 5mm,
mosquito net )

D. Subtotal (A+B+C) 12887.58

E. Contractor's Overhead @ 15% of (D) 1933.14
Total (D+E) 14820.72
\ Rate per 1 m2 14820.72

72 Pointing Work in Brick Wall with Cement Mortar (1:2) Unit:100 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 10.5 1130.00 11865.00
Unskilled MD 12 875.00 10500.00
B Material
wall putty mt 0.21 113.2 23.77
sand from river cu m 0.29 1543.0 447.47
C Equipment
Nil
D Subtotal (A+B+C) 22836.24
E Contractor's Overhead @15% of (D) 3425.44
Total(D+E) 26261.67
Rate per 1 m2 262.62

Making, fitting and fixing Aluminium Framed Casement door one way openable with Naturally Anodized Colour
73 Unit: 1 m2
in the Section of 101x45 x1.5 mm including 5 mm thick Glass all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 0.00
Unskilled MD 0.00
B Material

Aluminium Framed Casement door one way openable with Naturally Anodized m2
Colour in the Section of 101x45 x1.5 mm including 5 mm thick Glass 1.000 7956.000 7956.00
C Equipment
Nil
D Subtotal (A+B+C) 7956.00
E Contractor's Overhead @15% of (D) 1193.40
Total(D+E) 9149.40
Rate per 1 m2 9149.40

Supply and fixing Aluminium Framed Sliding Windows with Ventilator from the section of 101 x 45 x 1.50 mm
74 Unit: 1 m2
including 5 mm thick Glass all complete
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 0.00
Unskilled MD 0.00
B Material

Supply and fixing Aluminium Framed Sliding Windows with Ventilator from the m2
section of 101 x 45 x 1.50 mm including 5 mm thick Glass all complete 1.000 7280.000 7280.00
C Equipment
Nil
D Subtotal (A+B+C) 7280.00
E Contractor's Overhead @15% of (D) 1092.00
 Total(D+E) 8372.00
Rate per 1 m2 8372.00

Aluminium fixed window and partition with fixed ventilator from 9mm board and section (101 x45x1.5) with 5
75 Unit: 1 m2
mm glass
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 0.00
Unskilled MD 0.00
B Material
Aluminium fixed window and partition with fixed ventilator from 9mm board and m2
section (101 x45x1.5) with 5 mm glass. 1.000 7956.000 7956.00
C Equipment
Nil
D Subtotal (A+B+C) 7956.00
E Contractor's Overhead @15% of (D) 1193.40
Total(D+E) 9149.40
Rate per 1 m2 9149.40

76 Aluminium partition with 5mm thick glass and 9mm thick laminated board of section (64 x38x1.1) Unit: 1 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 0.00
Unskilled MD 0.00
B Material
Aluminium partition with 5mm thick glass and 9mm thick laminated board of m2
section (64 x38x1.1) 1.000 5824.000 5824.00
C Equipment
Nil
D Subtotal (A+B+C) 5824.00
E Contractor's Overhead @15% of (D) 873.60
Total(D+E) 6697.60
Rate per 1 m2 6697.60

38 x 75 mm thick sal wood frame with 4 mm thick fully glazed shutter fixing work with all
77 complete. Size of shutter 1.829 x 1.22 =2.23 Sqm. Sqm. 7,656.87 8,805.40

Resources Level/Type Quantity Unit Rate Amount Remarks

Skilled 9.000 Nos. 1,130.00 10,170.00
Labour
Unskilled 0.900 Nos. 875.00 787.50
Wood Sal 0.049 Cum. 98,533.32 4,828.13
Glass 4 mm thick-Plane 1.085 Sqm. 720.38 781.61
Hinge 75 mm 8.000 Nos. 14.42 115.36
Materials
Towerbolt 100 mm. 4.000 Nos. 56.65 226.60
Handle 2.000 Nos. 45.32 90.64
Pech killas L.S. 75.00
Total 17,074.84
Rate analysis for : 2.23 Sqm. 15 % Contractor overhead 2,561.22
Grand Total 19,636.06

Supplying & fixing work of 38 mm Ø stainless steel pipe post @ 2.0 mtr , 8 mm Ø stainless
78 steel pipe hand rail with two rows 25 mm Ø stainless steel pipe in between ground & hand rail. Sqm. 3,259.60 3,748.54

Resources Level/Type Quantity Unit Rate Amount Remarks

Labours Skilled 7.780 Nos. 1,130.00 8,791.40
18,722.65
 18,722.65
Unskilled 11.350 Nos. 875.00 9,931.25
Material Stainless steel pipe 38 mm Ø 15.490 Rmtr. 376.28 5,828.57
10,919.77
Stainless steel pipe 30 mm Ø 20.000 Rmtr. 254.56 5,091.20
Gas welding charge 9.150 Sqm. 20.00 183.00
Rate analysis for : 9.15 Sqm. Total 29,825.42
15 % Contractor overhead 4,473.81
Grand Total 34,299.23

79 15 mm thick marble tile 600x600 mm paving with 20 mm thick cement sand mortar 1:2 Sqm. 1,503.67 1,729.22
Resources rubbing & polishing work with all complete.
Level/Type Quantity Unit Rate Amount Remarks
Skilled 2.000 Nos. 1,130.00 2,260.00
Labour
Unskilled 8.000 Nos. 875.00 7,000.00
Marble tile 15mm 1.100 Sqm. 1,721.60 1,893.76
Cement 0.133 M.T. 24,372.00 3,241.47
Sand 0.183 Cum. 1,543.00 282.36
Materials Oxalic acid powder 0.370 Kg. 412.00 152.44
Main Polish 0.118 Kg. 695.25 82.03
Tarpaintain oil 0.538 Ltr. 231.75 124.68
Carborendam Stone 2.000 Nos. - - L.S. 2 Nos.
Total 15,036.74
Rate analysis for :10.00 Sqm. 15 % Contractor overhead 2,255.51
Grand Total 17,292.25

80 2 mm thick plane white putty plaster work in wall &ceilling Sqm. 320.91 369.04
Resources Level/Type Quantity Unit Rate Amount Remarks
Skilled 1.000 Nos. 1,130.00 1,130.00
Labour
Unskilled 1.000 Nos. 875.00 875.00
Materials White putty plaster 10.640 Kg. 113.17 1,204.15
Total 3,209.15
Rate analysis for :10.00 Sqm. 15 % Contractor overhead 481.30
Grand Total 3,690.45

82 Sand filling work with watering & proper manual compaction. Cum. 2,311.30 2,657.99
Resources Level/Type Quantity Unit Rate Amount Remarks
Labour Unskilled 0.700 Nos. 875.00 612.50
Sand local 1.100 Cum. 1,543.00 1,697.30
Materials
Water 5.000 Cum. 0.30 1.50
Total 2,311.30
Rate analysis for : 1.00 Cum. 15 % Contractor overhead 346.69
Grand Total 2,657.99

83 Dry flat Brick paving work Sqm. 1,440.82 1,656.94

Resources Level/Type Quantity Unit Rate Amount Remarks
Skilled 0.500 Nos. 875.00 437.50
Labour
Unskilled 1.000 Nos. 1,543.00 1,543.00
Brick chimney 340.000 Nos. 33.33 11,332.20
Materials
Sand 0.710 Cum. 1,543.00 1,095.53
Total 14,408.23
Rate analysis for :10.00 Sqm. 15 % Contractor overhead 2,161.23
Grand Total 16,569.46
 Supplying & fixing work of 50 mm Ø MS black pipe @ 2.0 mtr with 7 mm Ø TMT bar mesh 62x62 mm size
84 Unit:10 m2
4x25x25 mm ms angle frame & top 3x20 mm MS grill 15 cm height with primer coat and Painting..
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 7.00 1130.00 7910.00
Unskilled MD 5.00 875.00 4375.00
B Material
50 MM MS Black pipe kg 35.51 115.97 4118.17
25*25*4 MM Angle kg 32.06 205.97 6603.46
Grill 3*20mm kg 14.76 131.88 1946.55
7 MM Iron Rod kg 66.49 112.70 7493.42
C Equipment
Fabrication(15%) 4866.99
D Subtotal (A+B+C) 37313.59
E Contractor's Overhead @15% of (D) 5597.04
Total(D+E) 42910.63
Rate per 10 m2 42910.63
Rate per 1 m2 4291.06

Stone Soling in foundation and floor including sand filling in joints, leveling, ramming etc. all complete as per
85 Unit: 1m3
drawing, specification & instructions of engineer all complete.(Rate Analysis: 1cum)
Rate
S.N. Description Unit Quantity Amount
(Rs/Unit)
A Labour Cost
Unskilled md 1.50 875.00 1312.50
1312.50
B Material
Block stone cum 1.00 2200.00 2200.00
Bond stone cum 0.20 2200.00 440.00
2640.00
C Subtotal (A+B) 3952.50
Contractor's Overhead @15% of (C) 592.88
Total(D+E) 4545.38
Rate per 1 m3 4545.38

86 3fF;sf] rk/L nufpg] sfd rk/L sf6\g], af]sfgL ug]{, kfgL / dn 5g]{
A5 cflb af]sfgL ;d]t -;le{;/f]8 cflb_
b/ ljZn]if0fsf] nflu !)) j=ld= lnOPsf]
b/ k|lt
;|f]t ;fwg PsfO{ kl/df0f /sd
PsfO{
A >lds
Hofld hjfg 5.04 875.00 4410.00
B lgdf{0f ;fdu|L
3fF; (Dubo) j=dL= 100 355.08 35508.00
/;folgs dn s]=hL= 7.00 35.00 245.00
jf:tljs b//]6 40163.00
!%Ü lgdf{0f Joj;foL cf]e/x]8 6024.45
hDdf b/ /]6 46187.45
b/ k|lt j=dL=sf] 461.87 ?=
 Supply & fitting of Entrance gate made up of MS Grill on 50*50*50 MS angle frame including with all
87 Unit: 10kg
accessories, primer work, all Complete as per drawing, specification and instructions of engineer all complete

S.N. Description Unit Quantity Rate (Rs/Unit) Amount

1 Material
Grill gate kg 10.000 207.70 2,077.00
Sub-total 2,077.00
15% Contractor Overhead 311.55
Grand Total 2,388.55
Per Unit Rate
238.86 Rs

88. Panelled door shutter 38 mm. thick with local hardwood

for door and window with approved materials and workmanship all complete. Unit quantity : 2.114m2
Approved Amount
S.N. Description of Labor & Materials Quantity Units Remarks
rate Rs.
A Labor
1. Skilled Labor 10.00 Md. 1130.00 11300.00
2. Unskilled Labor 1.00 Md. 875.00 875.00
B Material
1. Approved quality local wood 0.084 m3 31896.00 2679.26 As per D.rate
2 .Locking set (10" steel) 1.00 pcs 331.97 331.97
3 .Screw etc L.S. 40.00 Pcs 4.56 182.39
4. 6" hinge IS standard 3.00 Pcs 60.19 180.58
5. 6"cheskini (stainless steel) 2.00 Pcs 80.00 160.00
6.Handle(stainless steel) 2.00 Pcs 151.00 302.01
Sub Total 3836.22
Contractor's Overhead (15%) 575.43
Total Rs. 4411.65 per Sqm

89. :Two coat plastic emulsion painting

Including surface cleaning & approved materials in plastered surface Unit quantity : 100 m2
Approved Amount
S.N. Description of Labor & Materials Quantity Units Remarks
rate Rs.
A Labor
1. Skilled Labor 8.00 Md. 1130.00 9040.00
2. Half skilled Labor 8.00 Md. 875.00 7000.00
B Material
1.Cement Primer 8.10 Lit. 413.97 3353.17
2.Plastic emulsion paint 16.00 Lit. 617.26 9876.22
Sub Total 29269.39
Contractor's Overhead (15%) 4390.41
Total Rs. 336.60 per Sqm

90.Description of item : 18mm Marble floor floor in 1:4 cement mortar

Including surface cleaning & approved materials in tiling surface Unit quantity : 10 m2
 Approved Amount
S.N. Description of Labor & Materials Quantity Units Remarks
rate Rs.
A Labor
1. Skilled Labor 2.00 Md. 1130.00 2260.00
2. Half skilled Labor 8.00 Md. 875.00 7000.00
3. Labour (Jyami) for polishing 13.50 Md. 675.00 8910.00
B Material
1.Cement 0.13 MT 24372.00 3168.36
2. Sand 0.18 m3 1543.00 282.37
3. Marble Tile 18mm thick 11.00 m2 2450.00 26950.00
4. White cement 3.23 kg 77.55 250.33
5. Oxalic Acid 0.18 kg 350.00 64.05
6. Main Polish 11.00 kg 500.00 5500.00
7. Turpentine 3.23 ltr 220.00 710.16
Sub Total 33756.91
Contractor's Overhead (15%) 5063.54
Total Rs. 3882.04 per Sqm

91.0 Description of item : Providing and fixing 2 or 3 Panel Sliding window of aluminium section
in naturally anodized or black anodized/powder coated color, Section size (87*56*1.2 mm)
fitted with 5 mm clear glass without fly mesh shutter (Window size 6'*5' or average area
30 Sq. feet per window Unit quantity : 1 sqm
Approved Amount Rs.
S.N. Description of Labor & Materials Quantity Units Remarks
rate
A Materials
Aluminium Sliding window without ventilator 1 Sqm 12,887.58 12887.58
Sub Total 12887.58
Contractor's Overhead (15%) 1933.14
Total Rs. 14820.72 per sqm

92.0 Description of item: Stone Masonry Works in cement Sand(1:4) mortar

Unit quantity : 1 cum
Approved Amount
S.N. Description of Labor & Materials Quantity Units Remarks
rate Rs.
A Labor
1. Skilled Labor 1.50 Md. 1130.00 1695.00
2. Unskilled Labor 5.00 Md. 875.00 4375.00
B Material
1. Stone Block 1.00 Cum 2200.00 2200.00
2. Stone Bond 0.10 Cum 2200.00 220.00
3. Cement 0.16 mt 24372.00 3875.15
4. Approved sand 0.46 cum 1543.00 709.78
5. Water 100 ltr 0.30 30.00
Sub Total 13104.93
Contractor's Overhead (15%) 1965.74 Per Cum
 Total Rs. 15070.67 Per Cum

93.0 Description of item : Compacting Soil spreaded in 20/20 cm layers by roller

Unit Quantity: 100 cum
Approved Amount
S.N. Description of Labor & Materials Quantity Units Remarks
rate Rs.
A Equipment
Roller (8-10 Mt) 1.67 Hr 800.00 1336.00
Sub Total 1336.00
Contractor's Overhead (15%) 200.40
Total Rs. 15.36 Per Cum
1.43 per sft
94.0 50mm thick heavy duty Interlocking concrete blocks Unit quantity : 10 sqm/107.58 sqft
Resources Level/Type Quantity Unit Rate per Amount Total from each
Unit Resources
Skilled 7.000 Nos. 1130.00 7910.00
Labours: Unskilled 10.000 Nos. 875.00 8750.00
Cement 0.159 mt 24372.00 3875.15
Materials Sand 0.165 cub m 1543.00 254.60
50mm Hexagonal interlocking blocks 11.000 sqm 1143.88 12582.68
Actual rate 33372.42
15% contractor's overhead 5005.86
Total 38378.29
Rate/ Unit 3837.83 per sqm
356.68 per sqft

95.0 Pointing works in 1:3cement sand mortar Unit quantity : 100 sqm
Resources Level/Type Quantity Unit Rate per Amount Total from each
Unit Resources
a) Skilled 5.000 Nos. 1130.00 5650.00
Labours: b) Unskillled 5.000 Nos. 875.00 4375.00
Cement 0.042 mt 24372.00 1023.62
Materials Sand 0.030 Cub M 1543.00 46.29
Actual rate 11094.91
% contractor's overhead 1664.24
Total 12759.15
Rate/ Unit 127.59 per sqm
11.86 per sqft

96.0 Description of item : Brick Cladding works

Including surface cleaning & approved materials in plastered surface Unit quantity : 10 sqm
Approved
S.N. Description of Labor & Materials Quantity Units Amount Rs. Remarks
rate
A Labor
1. Skilled Labor 4.00 Md. 1130.00 4520.00
 2. Unskilled Labor 5.00 Md. 875.00 4375.00
B Material
1. Bricks (1 sqm=60 nos) 600.00 nos 33.33 19998.00
2. Nails 1.00 kg 226.97 226.97
Sub Total 29119.97
Contractor's Overhead (15%) 4368.00
Total Rs. 3348.80 per Sqm
Per Sft
= dfn;fdfg pknAw u/L :n]6 5fgf 5fpg] sfd .
b/ ljZn]if0fsf] nflu !) j=ld= lnOPsf]
b/ k|lt
;|f]t ;fwg tx÷lsl;d kl/df0f PsfO{ /sd k|To]s ;|f]t ;fwgsf] hDdf
PsfO{
s_ l;kfn' 4.00 hjfg 1130.00 4520.00
>lds
v_ HofdL 5.00 hjfg 875.00 4375.00 8895.00
lgdf{0f ;fd :n]6 24.00 j=dL= 535.00 12840.00
u|L lsnf cGbfhL – 230.00 13070.00
b/ k|lt j=dL=sf] jf:tljs b//]6 21965.00
25259.75 ?= 2,525.97 k}= !%Ü 7]s]bf/ cf]e/x]8 3294.75
10 hDdf b/ /]6 25259.75

%) dL=dL= Ø sf] sfnf] kmnfd] kfO{k kf]i6 @ dL6/ b"/Ldf @)x@)x$ dL=dL=/
@% x @% x $ dL=dL= ;fO{hsf] kmnfd] PËn k|m]dsf] ljrdf !) S.W.G.G. I. Chain Link @Æx@Æ sf] d]; ;fOh hfnL
h8fg ug]{ / # x @) sf] kmnfd] kftfsf] lu|n )=!% dL= cUnf] agfO{ dfly h8fg u/L
km]lj|s]zg u/L k|fOd/ k]G6 ;lxt ;Dk"0f{ sfo{ .
b/ ljZn]if0fsf] nflu !) J.=dL= lnOPsf]
b/ k|lt k|To]s ;|f]t ;fwgsf]
;|f]t ;fwg tx÷lsl;d kl/df0f PsfO{ /sd
PsfO{ hDdf
l;kfn' 8.00 hjfg 1130.00 9040.00
>lds
HofdL 6.00 hjfg 875.00 5250.00 14290.00
%) dL=dL=Ø kf]i6 35.51 s]=hL= 115.97 4118.17
@%x@%x$ dL=dL= PËn 32.06 s]=hL= 205.97 6603.46
lgdf{0f ;fd
@)x@)x$ dL=dL=PËn 25.19 s]=hL= 205.97 5188.43
u|L
kmnfd] kftfsf] lu|n #x@) dL=dL= 14.76 s]=hL= 130.97 1933.15
!) S.W.G.G. I. Chain Link @Æx@Æ sf] d]; ;fOh 10.00 j=dL= 550.00 5500.00 23343.21
k|mflj|
3501.48
s]zg !%Ü
jf:tljs b//]6 41134.69
b/ k|lt j=dL=sf] !%Ü 7]s]bf/ cf]e/x]8 6170.20
47304.89 Ö ?= 4730.49 k}= hDdf b/ /]6 47304.89
10
 98 6f6f /]8 cS;fO8 k]G6 Ps sf]6 nufpg] sfd .
J 11 b/ ljZn]if0fsf] nflu !)) j=dL= lnOPsf]
b/ k|lt
;|f]t ;fwg tx÷lsl;d kl/df0f PsfO{ /sd
PsfO{
s_ l;kfn' 1.70 hjfg 1130.00 1921.00
>lds v_
1.70 hjfg 875.00 1487.50
HofdL
30.00 450.00
lgdf{0f ;fdu|L 6f6f /]8 cS;fO8 s]=hL=
13500.00
b/ k|lt j=dL=sf] jf:tljs b//]6
19444.77 !%Ü 7]s]bf/ cf]e/x]8
100 ?= 194.44 k}= hDdf b/ /]6
99 6f6f /]8 cS;fO8 k]G6 b'O{ sf]6 nufpg] sfd .
J 11 b/ ljZn]if0fsf] nflu !)) j=dL= lnOPsf]
b/ k|lt
;|f]t ;fwg tx÷lsl;d kl/df0f PsfO{ /sd
PsfO{
s_ l;kfn' 3.50 hjfg 1130.00 3955.00
>lds v_
3.50 hjfg 875.00 3062.50
HofdL
lgdf{0f ;fdu|L 6f6f /]8 cS;fO848.5 s]=hL= 450.00 21825.00
b/ k|lt j=dL=sf] jf:tljs b//]6
33168.87 !%Ü 7]s]bf/ cf]e/x]8
100 ?= 331.68 k}= hDdf b/ /]6

34. 37.5 mm Flagstone paving on 1:4 cement mortar (10 sqm/ 107.58 sft )
Resources Level/Type Quantity Unit Rate per Amount Total from each
Unit Resources
Labours: a) Skilled 2.000 Nos. 1130.00 2260.00
Unskilled 4.500 Nos. 875.00 3937.50 6197.50
Cement 0.060 mt 24372.00 1462.32
Materials Sand 0.165 cub m 1543.00 254.60
37.5mm Flagstone 11.000 Sq M 980.00 10780.00 12496.92
Actual rate 18694.42
15% contractor's overhead 2804.16
Total 21498.58
2149.86
1 Supplying and fitting Aluminium casement door section of (101 x45 x1.1)mm sash 40x45x1.1mm & 5mm glass.
b/ ljZn]if0fsf] nflu ! Jf= dL= lnOPsf]
b/ k|lt
;|f]t ;fwg tx÷lsl;d kl/df0f PsfO{ /sd
PsfO{
cfNd'lg
cfNd'lgodsf
odsf
Casement
lgdf{0f ;fdu|L door
sash
-Hofnf ;lxt_ sf ;/;fdfg 1.00 j=dL= 11033.88 11033.88
 jf:tljs b//]6
b/ /]6 k|lt j= dL=sf] !%Ü 7]s]bf/ cf]e/x]8
?= 12688.96 k}= hDdf b/ /]6
 Material Rates with Transportation
1 Basic Labour Rates
Skilled Mason NRs/person day 1130.00 (From District Rates)
Unskilled Labour NRs/person day 875.00 (From District Rates)
Skilled Carpenter NRs/person day 1130.00 (From District Rates)
2 Transportation by Truck/Tractor (Convenient materials)
Metalled Road NRs/kg/Km 0.02500 (From District Rates)
Earthen Road NRs/kg/Km 0.02700 (From District Rates)
Loading/Unloading NRs/kg 0.034 Includes in transportation cost
3 Transportation by Truck/Tractor (Inconvenient materials)
Metalled Road NRs/kg/Km 0.03000 (From District Rates)
Earthen Road NRs/kg/Km 0.33000 (From District Rates)
Loading/Unloading NRs/kg 0.047 Includes in transportation cost
4 Transportation by Truck/Tractor (Very Inconvenient materials)
Metalled/Gravelled Road NRs/kg/Km 0.039 (From District Rates)
Earthen Road NRs/kg/Km 0.040 (From District Rates)
Loading/Unloading NRs/kg 0.047 (From District Rates)

Distance to Nearest City Center Metalled 0.00 km Taplejunj

Earthen 36.00 km
Distance to Kathmandu 580.00 km Kathmandu
Distance to Local material site 10.00 km Local 1 Aggregate

10.00 km Local 2 Sand

10.00 km Local 3 Stone,Wood

36.00 km Phungling,MunicipaBricks

Distances (km) Transporation charge

Weight/ Earthe Type of Unit Rate
S.No Materials Unit Unit Rate Market Source Tranporta Loading
unit (kg) n Loading at Site
Metalled tion /Unloadin Total
(Avera
Charges g
ge)
1 Cement bag 1150.00 Phungling,Municipality 36.0 Convenient 48.60 20.00 68.60 1,218.60
50.00

2 Reinforcement kg 110.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 110.97

1.00

3 Wall Putty kg 112.20 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 113.17
1.00

4 Enamel Paint liter 492.00 Phungling,Municipality 36.0 Convenient 1.26 0.00 1.26 493.26
1.30

5 Weather coat liter 765.00 Phungling,Municipality 36.0 Convenient 1.26 0.00 1.26 766.26
1.30

6 Emulsion Paint liter 616.00 Phungling,Municipality 36.0 Convenient 1.26 0.00 1.26 617.26
1.30

7 Cement Board m2 559.52 Phungling,Municipality 36.0 Convenient 2.78 0.00 2.78 562.30
2.86

8 Aster (wood primer) liter 535.00 Phungling,Municipality 36.0 Convenient 1.26 0.00 1.26 536.26
1.3
9 MS pipe Kg 115.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 115.97
1

10 Coloured Plain Sheet m 664.00 Phungling,Municipality 36.0 Convenient 4.86 0.00 4.86 668.86
5

11 Colour CGI m2 616.15 Phungling,Municipality 36.0 Convenient 4.37 0.00 4.37 620.52
4.5

12 8mm bolt nut nos. Phungling,Municipality 36.0 Convenient 0.07 0.00 0.07 0.07
0.07

13 8mm J hook nos. 13.76 Phungling,Municipality 36.0 Convenient 0.07 0.00 0.07 13.83
0.07

14 Bitumin washer nos. 2.68 Phungling,Municipality 36.0 Convenient 0.01 0.00 0.01 2.69
0.01

15 Binding Wire Kg 145.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 145.97
1

16 19mm Ply board(water proff) m2 1561.00 Phungling,Municipality 36.0 Convenient 6.80 0.00 6.80 1,567.80
7

17 ms pipe-50mm prop nos. 1940.00 Phungling,Municipality 36.0 Convenient 29.74 0.00 29.74 1,969.74
30.6

18 Nail kg 226.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 226.97

1

19 Hinge 75 mm nos. 46.00 Phungling,Municipality 36.0 Convenient 0.15 0.00 0.15 46.15
0.15

20 Tower bolt 100mm nos. 81.00 Phungling,Municipality 36.0 Convenient 0.10 0.00 0.10 81.10
0.1

21 Handle nos. 151.00 Phungling,Municipality 36.0 Convenient 0.00 0.00 0.00 151.00
0.005

22 Glass 5mm m2 943.00 Phungling,Municipality 36.0 Convenient 50.16 0.00 50.16 993.16
51.6

23 Holdfast nos. 50.00 Phungling,Municipality 36.0 Convenient 0.39 0.00 0.39 50.39
0.4

24 Mortis lock nos. 1137.00 Phungling,Municipality 36.0 Convenient 0.49 0.00 0.49 1,137.49
0.5

25 20mm wooden bit rm 52.48 Phungling,Municipality 36.0 Convenient 0.29 0.00 0.29 52.77
0.3

26 Steel Screw Nail 35mm nos. 4.55 Phungling,Municipality 36.0 Convenient 0.01 0.00 0.01 4.56
0.01

27 Hinge 100mm nos. 60.00 Phungling,Municipality 36.0 Convenient 0.19 0.00 0.19 60.19
0.2

28 tower bolt 150mm nos. 99.00 Phungling,Municipality 36.0 Convenient 0.06 0.00 0.06 99.06
0.06

29 Tower bolt 300mm nos. 122.00 Phungling,Municipality 36.0 Convenient 0.10 0.00 0.10 122.10
0.1

30 Locking set 300mm nos. 331.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 331.97
1
31 Sand m3 1600 1543.00 Local 2 0.0 Convenient 0.00 0.00 - 1,543.00

32 Brick nos. 30.90 Phungling,Municipality 36.0 Convenient 2.43 0.00 2.43 33.33
2.5
33 Agg 40mm m3 1600 4400.00 Loccal 0.0 Convenient 0.00 0.00 - 4,400.00
34 Agg 20mm m3 1600 4500.00 Loccal 0.0 Convenient 0.00 0.00 - 4,500.00
35 Agg 10 mm m3 1600 4500.00 Loccal 0.0 Convenient 0.00 0.00 - 4,500.00
36 Local Wood m3 550 31896.00 Local 3 0.0 Convenient 0.00 0.00 - ###

37 Sal Wood(Agrath) m3 97746.00 Phungling,Municipality 36.0 Convenient 787.32 0.00 787.32 ###
810
38 Stone m3 1700 2200.00 Local 3 0.0 Convenient 0.00 0.00 - 2,200.00

39 m2 564.48 Phungling,Municipality 36.0 Convenient 3.89 0.00 3.89 568.37

CGI Sheet 4

40 m 462.00 Phungling,Municipality 36.0 Convenient 3.89 0.00 3.89 465.89

Plain Sheet 4

41 kg 34.94 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 35.91

White lime 1

42 kg 255.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 255.97

Gum 1

43 kg 284.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 284.97

Washable Distemper 1

44 ltr 413.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 413.97

Primer 1

45 Bracket nos. 81.54 Phungling,Municipality 36.0 Inconvenient 11.88 0.00 11.88 93.42
1

46 Connection of Iron grill 1 130.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 130.97
kg

47 Door windows metal frame 2.8 700.00 Phungling,Municipality 36.0 Inconvenient 33.26 0.00 33.26 733.26
rm
Readymade door shutter Recon,
48 m2 3.5 2300.00 Phungling,Municipality 36.0 Inconvenient 41.58 0.00 41.58 2,341.58
Special (1 side teak)
Readymade door shutter Recon,
49 Special (1 side teak other side m2 3.5 2500.00 Phungling,Municipality 36.0 Inconvenient 41.58 0.00 41.58 2,541.58
waterproof ply)

50 1 200.00 Phungling,Municipality 36.0 Inconvenient 11.88 0.00 11.88 211.88

GI FACIA (EAVES) kg

51 bag 1 1550.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 1,550.97

White Cement

52 Marble chips 3 mm (marble = kg 1 20.40 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 21.37
2620 kg/m3)

53 1 619.00 Phungling,Municipality 36.0 Inconvenient 11.88 0.00 11.88 630.88

Water repellent paints L

54 10 1258.92 Phungling,Municipality 36.0 Inconvenient 118.80 0.00 118.80 1,377.72

Non Glazed Tile m2
55 10 1258.92 Phungling,Municipality 36.0 Inconvenient 118.80 0.00 118.80 1,377.72
Glazed Tile m2

56 37 8070.00 Phungling,Municipality 36.0 Inconvenient 439.56 0.00 439.56 8,509.56

16 Gauge Iron Gate m2

57 1600 2830.00 Local 5.0 Inconvenient 2640.00 0.00 2,640.00 5,470.00

Sub-aggregate m3

58 3.5 12846.00 Phungling,Municipality 36.0 Inconvenient 41.58 0.00 41.58 ###

Aluminium Window Sq.m

59 3.5 9378.00 Phungling,Municipality 36.0 Inconvenient 41.58 0.00 41.58 9,419.58

Aluminium Fixed Window Sq.m

60 1 41.11 Phungling,Municipality 36.0 Inconvenient 11.88 0.00 11.88 52.99

Polythene Sheet m2

61 1 1653.00 Phungling,Municipality 36.0 Convenient 0.97 0.00 0.97 1,653.97

False Ceiling Sq.m

62 1 500.00 Phungling,Municipality 36.0 Inconvenient 11.88 0.00 11.88 511.88

Elastocrete Cemetitious Sq.m

63 4.5mm X 20mm size MS patti Kg 1 130.00 Phungling,Municipality 36.0 Inconvenient 11.88 0.00 11.88 141.88
frame

64 Making and fixing 12mm X 12mm Kg 1 120.00 Phungling,Municipality 36.0 Inconvenient 11.88 0.00 11.88 131.88
solid core square rod grill

65 Kg 1 1520.00 Phungling,Municipality 36.0 Inconvenient 11.88 0.00 11.88 1,531.88

Chapra

66 ltr 1 204.00 Phungling,Municipality 36.0 Inconvenient 11.88 0.00 11.88 215.88

Spirit

67 m2 1 90.00 Phungling,Municipality 36.0 Inconvenient 11.88 1.00 12.88 102.88

Geotextile
Supplying & fixing of spiral
staircase with 4"-6" black pipe
post medium class, 20mm square
pipe railing , 32mm handrail,
width of staircase 90cm including
red oxide primer coat and
68 necessary fittings as per drawing, Rm 60 2390.00 Phungling,Municipality 36.0 Inconvenient 712.80 0.00 712.80 3,102.80
specification and direction of the
engineer.

Vibrator
69 Hr 1 95.00 Phungling,Municipality 36.0 Inconvenient 11.88 1.00 12.88 107.88

Mixter Concrete
70 Hr 1 630.00 Phungling,Municipality 36.0 Inconvenient 11.88 2.00 13.88 643.88

Vibrator
71 Hr 1 95.00 Phungling,Municipality 36.0 Inconvenient 11.88 3.00 14.88 109.88
 Interlocking block
72 Sq.m 1 1128.00 Phungling,Municipality 36.0 Inconvenient 11.88 4.00 15.88 1,143.88

UPVC Double Door (frame 60 X

73 60mm sash 60 X 140mm white Sq.m 40 10995.00 Phungling,Municipality 36.0 Convenient 38.88 38.88 ###
colour with 5mm Glass)

UPVC Casement Window 60*60

74 mm White Colour With 5mm Sq.m 40 11339.00 Phungling,Municipality 36.0 Convenient 38.88 38.88 ###
Glass

Steel Section- I beam, Channel,

75 Iron Sheet Kg 1 99.00 Phungling,Municipality 36.0 Convenient 0.97 0.97 99.97

Black Iron Pipe

76 Kg 1 115.00 Phungling,Municipality 36.0 Convenient 0.97 0.97 115.97

MS Angle
77 Kg 1 205.00 Phungling,Municipality 36.0 Convenient 0.97 0.97 205.97
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design
Drawing, Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at
Maiwakhola Rural Municpality
DETAILED ESTIMATE OF TOILET BLOCK
S.N. Descritption of Work No Length Breadth Height Quantity Unit Remarks
Earth work in excavation in soft and medium
1 soil including lift upto 1.5 m and disposal
upto 10 m away from site as per the
instruction of site engineer.
Foundation F1 8 1.5 1.5 1.5 27 m3
Back filling of the soil in the layer using a
own soil at the site, from the previous
excavation upto plinth level and instruction
2 of site engineer
Back Filling on the foundation trench (40 %
of excavated soil) 10.8
Back Filling on rooms
Taking internal area of rooms
gents toilet 1 4.2 4.2 0.3 5.292
Disable 1 1.9 4.5 0.3 2.565
Ladies toilet 1 4.2 4.2 0.3 5.292

Area taken
Front Steps 1 11.6 0.5 5.8 from autocad

Total= 29.75 m3
Stone Soling in proper line, level including
sand filling at voids as per the drawing,
3 specification and instruction of site Engineer
Soling on foundation base Foundation F1 8 1.5 1.5 0.075 1.35
Soling on rooms 0
Gents toilet 1 4.2 4.2 0.075 1.323
Disable 1 1.9 4.5 0.075 0.64125
Ladies toilet 1 4.2 4.2 0.075 1.323

Total= 4.63725 m3

3" P.C.C. work (M15) work in proper line,

level with proper compaction including
necessary formwork, curing all complete as
per the drawing, specification and instruction
4 of site Engineer
PCC on isolated foundation base 8 1.5 1.5 0.08 1.44
Pcc on rooms
His toilet 1 4.2 4.2 0.08 1.4112
Disable 1 1.9 4.5 0.08 0.684
Her toilet 1 4.2 4.2 0.08 1.4112
PCC Work on steps
S1 2 11.6 0.0225 0.522 vol=A*L
S2 1 11.6 1.2 0.1 1.392
 Total= 6.860 m3
5 Flooring Work

Providing and laying of 38 mm 1:2:4 PCC

kora masino in floor and finished with a
floating coat of neat cement including cement
slurry all complete as per drawings,
specifications and instruction of site
Engineer.
His toilet 1 4.2 4.2 17.64
Disable 1 1.9 4.5 8.55
Her toilet 1 4.2 4.2 17.64
Total= 43.83 m2

RCC Work( 1:1.5:3) Providing and placing

cement concrete including compaction,
curing, testing etc all complete as per
drawings, specifications and instruction of
6 site Engineer
Isolated footing 8 1.5 1.5 0.4 7.200ing avg ht =(0.5+0.3)/2

Column
Column upto plinth level 8 0.35 0.35 1.4 1.372
Column above plinth 8 0.35 0.35 3 2.940

Beam
Beam at plinth level 1 28.7 0.23 0.3 1.980
Beam at ceiling level 1 28.7 0.23 0.3 1.980

Sill band 1 25.3 0.23 0.08 0.466

Lintel band 1 28.7 0.23 0.1 0.660

Total= 16.598 m3
7 Formwork
Providing and fixing form work for
shuttering & centering for edges, floors
required in foundation trench work with local
wood with all fittings including proping all
complete as per specification and instruction.

7.01 Foundation 8 6 0.4 19.200 m2

7.02 Column
Column upto plinth level 8 1.4 1.4 15.680
Column above plinth 8 1.4 3 33.600
Total= 49.280 m2
7.03 Beam
Plinth beam 1 28.7 0.9 25.830
ceiling beam 1 28.7 0.9 25.830
Total= 51.660 m2
8 Doors and windows
 Supply and Installation of door and window
frame made of proper seasoned saal wood
in proper line, level and plumb as per the
drawing, specification and instruction of
8.01 Engineer
D3 2 6 0.075 0.1 0.09
D4 1 5.8 0.075 0.1 0.0435
D5 6 4.95 0.075 0.1 0.22275
W 2 4.8 0.075 0.1 0.072
V 2 9.3 0.075 0.1 0.1395
V1 1 4.8 0.075 0.1 0.036
Total= 0.604 m3
Supply and installation of door and window
shutters of approved brand ready made
quality to meet size and specification as
8.02 directed by site engineer.
D3 2 1.125 2.325 5.23125 m2
D4 1 0.925 2.325 2.150625 m2
D5 6 0.675 2.025 8.20125
W 2 0.525 1.725 1.81125 m2
V 2 4.075 0.425 3.46375
V1 1 1.825 0.425 0.775625
Total= 21.634 m2
Grill work for windows including red oxide
9 paint 2 0.6 1.8 2.16 m2
Supplying and applying three coats of
Chapra polishing in door and window
chaukhat as per the specification and
10 instruction of Engineer.
Frame
D3 2 6 0.3 3.6
D4 1 5.8 0.3 1.74
D5 6 4.95 0.3 8.91
W 2 4.8 0.3 2.88
V 2 9.3 0.3 5.58
V1 1 4.8 0.3 1.44
Shutter
D3 2 1.2 2.4 5.76
D4 1 1 2.4 2.4
D5 6 0.75 2.1 9.45
W 2 0.6 1.8 2.16
V 2 4.15 0.5 4.15
V1 1 1.9 0.5 0.95
Total= 49.02 sqm
11 Stone wall

Good quality stone masonry work in 1:4

cement sand mortar in proper line, level and
plumb including necessary scaffolding,
racking of joints, curing all complete as per
drawings, specifications and instruction of
Engineer
grid 1-1 1 4.15 0.35 3 4.36
 grid 2-2 1 4.15 0.35 3 4.36
grid 3-3 1 4.15 0.35 3 4.36
grid 4-4 1 4.15 0.35 3 4.36
grid A-A 1 10.2 0.35 3 10.71
grid B-B 1 10.2 0.35 3 10.71
350 mm wall in toilet 1 0.9 0.35 3 0.95
100 mm thick wall 3m height 1 12.1 0.1 3 3.63
100 mm thick wall 0.75m height 1 1.2 0.1 0.75 0.09
Deductions
D3 -2 1.2 2.4 -5.76
D4 -1 1 2.4 -2.4
D5 -6 0.75 2.1 -9.45
W -2 0.6 1.8 -2.16
V -2 4.15 0.5 -4.15
V1 -1 1.9 0.5 -0.95
Total= 18.66 m3
Supplying and fitting of Metal truss as per
Specification and instruction of Site
12 Engineer.
Lower Chord(75*75*3.2) 4 5.23 7.01 Kg/m 146.65
Upper chord(75*75*3.2) 4 6.2 7.01 Kg/m 173.85
Vertical(75*75*3.2) 4 3.11 7.01 Kg/m 87.20
Diagonal(45*45*3.2) 4 3.72 3.99 Kg/m 59.37
Purlins(45*45*3.2) 7 12.2 3.99 Kg/m 340.75

Upper Chord(75*75*3.2) 4 1.335 7.01 Kg/m 37.43

Vertical(75*75*3.2) 4 0.45 7.01 Kg/m 12.62
Bottom chord(75*75*3.2) 4 0.95 7.01 Kg/m 26.64
sub total= 884.51 kg

Nuts & Bolts for truss works 5% of ste 44.23

Total stee 928.73 kg
13 Roofing
0.37 mm thick C.G.I Sheet Roof covering
13 with CGI sheet with J hook 2 12.2 3.1 75.64
0.37 mm thick C.G.I Sheet Shade covering
with CGI sheet with J hook 1 12.2 1.335 16.29
Total= 91.93 m2
13 C.G.I colour ridge roof cover 12.2 12.2 Rm
14 Pointing work
Pointing work on stone masonry surface as
per specification and instruction of Engineer.
Gents toilet room 1 12.45 3 37.35
Deductions
V -1 4.15 0.5 -2.075
W -1 0.6 1.8 -1.08
D3 -1 1.2 2.4 -2.88
Toilet for Disable 1 7.6 3 22.8
Deductions
V1 -1 1.9 0.5 -0.95
D4 -1 1 2.4 -2.4
Ladies toilet room 1 12.45 3 37.35
 Deductions
V -1 4.15 0.5 -2.075
W -1 0.6 1.8 -1.08
D3 -1 1.2 2.4 -2.88
Total= 82.08 m2

TMT steel reinforcement bar of fe 500 grade

including supplying, straightening, cleaning,
cutting, binding & fixing in position with
annealed tying binding wire all complete as
15 per approved drawing, Specification and 1 1.5% of 1954.440 KG
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design
Drawing, Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola
Rural Municpality
ABSTRACT OF COST OF TOILET BLOCK

S.N. Descritption of Work Unit Total Quantity Rate(NPRS) Amount(NPRS)

Earth work in excavation in soft and medium soil including
1 lift upto 1.5 m and disposal upto 10 m away from site as per CUM 27 829.15 22,387.05
the instruction of site engineer.
Back filling of the soil in the layer using a own soil at the
2 site, from the previous excavation upto plinth level and CUM 29.75 506.00 15,052.99
instruction of site engineer
Stone Soling in proper line, level including sand filling at
3 voids as per the drawing, specification and instruction of site CUM 4.63725 4,394.26 20,377.31
Engineer
3" P.C.C. work (M10) work in proper line, level with proper
4 compaction including necessary formwork, curing all CUM 6.86 16,897.01 115,920.23
complete as per the drawing, specification and instruction of
site Engineer
Providing and laying of 38 mm 1:2:4 PCC kora masino in
5 floor and finished with a floating coat of neat cement SQM 43.83 942.15 41,294.39
including cement slurry all complete as per drawings,
specifications and instruction of site Engineer.

6 RCC Work( 1:1.5:3) Providing and placing cement concrete CUM 16.60 21,506.35 356,967.11
including compaction, curing, testing etc all complete as per
drawings, specifications and instruction of site Engineer
7 Formwork
Providing and fixing form work for shuttering & centering
7.1 for edges, floors required in foundation trench work with SQM 19.20 1,044.10 20,046.66
local wood with all fittings including proping all complete as
per specification and instruction.
Providing and fixing 19 mm plyboard Form work for
7.2 shuttering & centering for Columns with necessary fittings SQM 49.28 1,962.69 96,721.54
all complete including de-shuttering after completion of
work as per specification and instruction.
Providing and fixing 19 mm plyboard Form work for
7.3 shuttering & centering for Beams with necessary fittings all SQM 51.66 1,345.87 69,527.83
complete including de-shuttering after completion of work as
per specification and instruction.
8 Doors and windows

8.1 Supply and Installation of door and window frame made of CUM 0.60 178,544.87 107,796.47
proper seasoned saal wood in proper line, level and plumb
as per the drawing, specification and instruction of Engineer
Supply and installation of door and window shutters of
8.2 approved brand ready made quality to meet size and SQM 21.63 8,805.40 190,493.82
specification as directed by site engineer.
9 Grill work for windows including red oxide paint SQM 2.16 3,450.00 7,452.00
 Supplying and applying three coats of Chapra polishing in
10 door and window chaukhat as per the specification and SQM 49.02 240.32 11,780.58
instruction of Engineer.
Good quality stone masonry work in 1:4 cement sand mortar
11 in proper line, level and plumb including necessary CUM 18.66 15080.95 281,410.54
scaffolding, racking of joints, curing all complete as per
drawings, specifications and instruction of Engineer
12 Supplying and fitting of Metal truss as per Specification and KG 928.73 231.33 214,848.50
instruction of Site Engineer.
13 Roofing work
Supplying and fitting of C.G.I coloured sheet 0.5 mm thick
13.01 for roofing work with all necessary nut bolts, J hook, washer SQM 91.93 1118.14 102,787.14
all complete as per specification and instruction.
13.02 C.G.I colour ridge roof cover RM 12.20 300.00 3,660.00
14 Pointing work on stone masonry surface as per specification SQM 82.08 262.62 21,555.58
and instruction of Engineer.
TMT steel reinforcement bar of fe 500 grade including
15 supplying, straightening, cleaning, cutting, binding & fixing KG 1954.44 164.18 320,873.06
in position with annealed tying binding wire all complete as
per approved drawing, Specification and
Total= 2,020,952.79
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed
Design Drawing, Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative
building at Maiwakhola Rural Municpality
DETAILED ESTIMATE OF CANTEEN BLOCK

S.No. Item Nos. Length Breadth Height Quantity Unit Remarks

Earth work excavation in foundation,

trenches in soft and medium soil including
1 lift upto 1.5 m and disposal upto 10 m
away from site as per the instruction of site
engineer.
Foundation footings
F1 16.00 1.800 1.800 1.800 93.312
Trench wall
Grid A-A to D-D 4.00 5.600 0.600 1.300 17.472
Grid 1-1 to 4-4 4.00 6.600 0.600 1.300 20.592
Trench For Steps at East
Side Face 2.00 1.500 0.350 0.450 0.473
Front face 1.00 3.850 0.350 0.450 0.606
Trench For Steps at West
Side Face 1.00 1.500 0.350 0.450 0.236
Front face 1.00 1.500 0.350 0.450 0.236
Total Quantity 132.927 cum

Earth work back filling in foundation,

trenches (Earth transported from 10 m.
2 surronding) work in every 15-15 cm. layer
with watering & proper manual compaction
(except earth rate) as per the instruction of
site engineer. 30% of Earthwork
Excavation 39.878
Total Quantity 39.878 cum

Earth filling (Earth transported from 10 m.

surronding) work in every 15-15 cm. layer
2.01 with watering & proper manual compaction
with earth rate upto ringroad as per the
instruction of site engineer.
Floor Area 1.00 12.201 10.150 2.400 297.216
Washing Area 1.00 1.500 4.220 2.400 15.192
Earthwork
remaining
after
-93.049 backfilling.
219.359 cum
 Supplying Sand for filling work with
3 proper compaction as per specification and
instruction of site engineer.
Ground Floor
Ground Floor 1.00 12.201 10.150 0.075 9.288
Washing Area 1.00 1.500 4.220 0.075 0.475
Total Quantity 9.763 cum

Providing and laying dry flat Brick soling

work with approved quality first class brick
4
in perfect line & level as per specification
& instructions all complete.
Foundation footings
F1 16.00 1.800 1.800 51.840
Trench wall
Grid A-A to D-D 4.00 5.600 0.600 13.440
Grid 1-1 to 4-4 4.00 6.600 0.600 15.840
Trench For Steps at East
Side Face 2.00 1.500 0.350 1.050
Front face 1.00 3.850 0.350 1.348
Steps 6.00 3.850 0.300 6.930
Trench For Steps at West
Side Face 1.00 1.500 0.350 0.525
Front face 1.00 1.500 0.350 0.525
Steps 6.00 1.500 0.300 2.700

Ground Floor 1.00 12.201 10.150 123.840

Washing Area 1.00 1.500 4.220 6.330
Total Quantity 224.368 sqm

Providing and laying Brick masonry work

in 1:4 cement sand mortar with first class
5 local chimney bricks as per specification
and instruction of site engineer.
Steps at East
Trench bottom rectangular portion 2.00 1.500 0.350 0.300 0.315
Trench bottom rectangular portion 1.00 3.850 0.350 0.300 0.404

Q=1/2*1.500
Side Face 2.00 1.500 0.230 1.400 0.483 *0.250*1.400
Front face 1.00 3.850 0.230 0.200 0.177
Steps 6.00 3.850 0.300 0.200 1.386
Steps at West
Trench bottom rectangular portion 1.00 1.500 0.350 0.300 0.158
Trench bottom rectangular portion 1.00 1.500 0.350 0.300 0.158

Q=1/2*1.500
Side Face 1.00 1.500 0.350 1.400 0.367 *0.250*1.400
Front face 1.00 1.500 0.350 0.200 0.105
Steps 6.00 1.500 0.300 0.200 0.540
 Total Quantity 4.093 cum

Providing and laying Brick masonry work

in 1:4 cement sand mortar with first class
6 local chimney bricks as per specification
and instruction of site engineer.
Trench wall
H=(1.800-
0.150-0.450-
Grid A-B 4.00 3.650 0.230 2.550 8.563 0.350*3+1.20
0+1.200)m

Grid B-C 4.00 3.650 0.230 2.550 8.563

Grid C-D 4.00 3.650 0.230 2.550 8.563
Grid 1-2 4.00 3.150 0.230 2.550 7.390
Grid 2-3 4.00 3.150 0.230 2.550 7.390
Grid 3-4 4.00 3.650 0.230 2.550 8.563

Ground Floor
Grid A-B 2.00 3.650 0.230 2.710 4.550
Grid B-C 2.00 3.650 0.230 2.710 4.550
Grid A-A 1.00 9.950 0.230 2.710 6.202
Grid C-D 2.00 3.650 0.230 0.600 1.007
Grid 1-2 1.00 3.150 0.230 0.600 0.435
Grid 3-4 1.00 3.650 0.230 0.600 0.504
Internals
1.00 3.292 0.125 2.935 1.208
1.00 2.661 0.125 2.935 0.976
1.00 2.846 0.125 2.935 1.044
1.00 1.766 0.125 2.935 0.648
1.00 3.150 0.125 2.710 1.067
1.00 3.446 0.125 2.935 1.264
1.00 1.500 0.125 0.900 0.169
First Floor
Grid B-C 2.00 3.650 0.230 2.710 4.550
Grid 1-2 2.00 3.150 0.230 2.710 3.927
Grid 1-2 1.00 3.393 0.230 2.935 2.290

L=(12.351+1
Parapet Wall 1.00 43.051 0.125 0.900 4.843 1.350*2+4.00
0*2)m

Deductions
D1 1.00 1.050 0.230 2.100 -0.507
2.00 1.050 0.125 2.100 -0.551
D2 1.00 0.900 0.230 2.100 -0.435
2.00 0.900 0.125 2.100 -0.473
W1 5.00 1.800 0.230 1.650 -3.416
W2 2.00 0.900 0.230 1.650 -0.683
W3 2.00 1.500 0.230 1.650 -1.139
 W4 2.00 1.500 0.230 1.200 -0.828
V1 1.00 0.600 0.230 1.000 -0.138
Total Quantity 80.097 cum
P.C.C. (1:2:4) work in foundation and
7 floors as per specification and instruction
of engineer.
Foundation footings
F1 16.00 1.800 1.800 0.075 3.888
Trench wall
Grid A-A to D-D 4.00 5.600 0.600 0.075 1.008
Grid 1-1 to 4-4 4.00 6.600 0.600 0.075 1.188
Steps at East
Side Face 2.00 1.500 0.350 0.075 0.079
Front face 1.00 3.850 0.350 0.075 0.101
Steps 6.00 3.850 0.300 0.075 0.520
Steps at West
Side Face 1.00 1.500 0.350 0.075 0.039
Front face 1.00 1.500 0.350 0.075 0.039
Steps 6.00 1.500 0.300 0.075 0.203

Ground Floor 1.00 12.201 10.150 0.075 9.288

Washing Area 1.00 1.500 4.220 0.075 0.475
Total Quantity 16.828 cum
P.C.C. (1:1.5:3) for R.C.C. work in
foundation and superstructure using
8 crushed stone , sand and OPC cement as
per specification and instruction of site
engineer.

Foundation footings
F1 (Base) 16.00 1.800 1.500 0.250 10.800
F1 (Pyramid) 16.00 1.350 1.050 0.250 5.670
Base Tie Beam
Grid A-B 4.00 3.650 0.230 0.230 0.772
Grid B-C 4.00 3.650 0.230 0.230 0.772
Grid C-D 4.00 3.650 0.230 0.230 0.772
Grid 1-2 4.00 3.150 0.230 0.230 0.667
Grid 2-3 4.00 3.150 0.230 0.230 0.667
Grid 3-4 4.00 3.650 0.230 0.230 0.772

Plinth Tie Beam

Grid A-B 4.00 3.650 0.230 0.300 1.007
Grid B-C 4.00 3.650 0.230 0.300 1.007
Grid C-D 4.00 3.650 0.230 0.300 1.007
Grid 1-2 4.00 3.150 0.230 0.300 0.869
Grid 2-3 4.00 3.150 0.230 0.300 0.869
Grid 3-4 4.00 3.650 0.230 0.300 1.007

Column Below Plinth Beam

 H=(1.8.000-
0.500+0.450)
C1 16.00 0.350 0.350 1.750 3.430 m

Column at Ground Floor

C1 16.00 0.350 0.350 2.935 5.753

Beam of Ground Floor

Grid A-B 4.00 3.650 0.230 0.230 0.772
Grid B-C 4.00 3.650 0.230 0.230 0.772
Grid C-D 4.00 3.650 0.230 0.230 0.772
Grid 1-2 4.00 3.150 0.230 0.230 0.667
1.00 3.321 0.230 0.230 0.176
Grid 2-3 4.00 3.150 0.230 0.230 0.667
Grid 3-4 4.00 3.650 0.230 0.230 0.772
Extended Beam 4.00 1.050 0.230 0.230 0.222
Kitchen Slab

L=(3.292+4.2
1.00 8.382 0.600 0.125 0.629 57+0.833)m
Deduction for Sink 1.00 0.900 0.600 0.125 -0.068

L=(12.351+1.
Ground Floor Slab 1.00 13.701 11.950 0.125 20.466 050+0.300)m
,
B=(11.350+0.
300+0.300)m
Deduction for Staircase 1.00 2.150 3.446 0.125 -0.926

Staircase
Waist Slab 2.00 2.454 1.000 0.150 0.736
Q=1/2*1*0.2
Stairs 18.00 1.000 0.250 0.170 0.383 5*0.17
Landing 1.00 2.150 1.021 0.150 0.329
Landing Beam 1.00 3.650 0.250 0.250 0.228

Column at First Floor

C1 4.00 0.350 0.350 2.935 1.438

Beam of First floor

Grid B-C 2.00 3.650 0.230 0.230 0.386
Grid 1-2 2.00 3.150 0.230 0.230 0.333

First Floor Slab 1.00 4.950 4.450 0.125 2.753 L=(4.350+0.3

00+0.300)m,
B=(3.850+0.3
00+0.300)m
Lintel Band
Ground Floor
Grid A-B 2.00 3.650 0.250 0.075 0.137
Grid B-C 2.00 3.650 0.250 0.075 0.137
 Grid A-A 1.00 9.950 0.250 0.075 0.187
Grid C-D 2.00 3.650 0.250 0.075 0.137
Grid 1-2 1.00 3.150 0.250 0.075 0.059
Grid 3-4 1.00 3.650 0.250 0.075 0.068
Internals
1.00 3.292 0.125 0.075 0.031
1.00 2.661 0.125 0.075 0.025
1.00 2.846 0.125 0.075 0.027
1.00 1.766 0.125 0.075 0.017
1.00 3.150 0.125 0.075 0.030
1.00 3.446 0.125 0.075 0.032
First Floor
Grid B-C 2.00 3.650 0.250 0.075 0.137
Grid 1-2 2.00 3.150 0.250 0.075 0.118
Grid 1-2 1.00 3.393 0.250 0.075 0.064
Sill Band
Ground Floor
Grid A-B 2.00 3.650 0.250 0.075 0.137
Grid B-C 2.00 3.650 0.250 0.075 0.137
Grid A-A 1.00 9.950 0.250 0.075 0.187
Grid C-D 2.00 3.650 0.250 0.075 0.137
Grid 1-2 1.00 3.150 0.250 0.075 0.059
Grid 3-4 1.00 3.650 0.250 0.075 0.068
Internals
1.00 3.292 0.125 0.075 0.031
1.00 2.661 0.125 0.075 0.025
1.00 2.846 0.125 0.075 0.027
1.00 1.766 0.125 0.075 0.017
1.00 3.150 0.125 0.075 0.030
1.00 3.446 0.125 0.075 0.032
First Floor
Grid B-C 2.00 3.650 0.250 0.075 0.137
Grid 1-2 2.00 3.150 0.250 0.075 0.118
Grid 1-2 1.00 3.393 0.250 0.075 0.064

Deductions
D1 2.00 1.050 0.250 0.075 -0.039
2.00 1.050 0.125 0.075 -0.020
D2 1.00 0.900 0.250 0.075 -0.017
2.00 0.900 0.125 0.075 -0.017
Total Quantity 69.667 cum

Providing and laying Torsteel/TMT

reinforcement work for R.C.C. work
including cutting, bending, binding with GI 1.5%*7850*Total of
9 8203.329 Kg
wire etc, all complete as per instruction of R.C.C.
site engineer.

8.203 MT
 Providing and fixing form work for
shuttering & centering for edges, floors
required in trench work with local wood
10 with all fittings including proping all
complete as per specification and
instruction.

Foundation footings
F1 18.00 7.200 0.250 32.400 L=(1.800*4)m
Total Quantity 32.400 sqm

Providing and fixing 19 mm plyboard Form

work for shuttering & centering for
Columns with necessary fittings all
11 complete including de-shuttering after
completion of work as per specification and
instruction.

Column Below Plinth Beam

C1 16.00 1.400 1.750 39.200

Column at Ground Floor

C1 16.00 1.400 2.935 65.744 L=(0.350*4)m

Column at First Floor

C2 4.00 1.400 2.935 16.436
Total Quantity 121.380 sqm

Providing and fixing 19 mm plyboard Form

work for shuttering & centering for Beams
12 with necessary fittings all complete
including de-shuttering after completion of
work as per specification and instruction.

Base Tie Beam

Grid A-B 4.00 3.650 0.460 6.716
Grid B-C 4.00 3.650 0.460 6.716
Grid C-D 4.00 3.650 0.460 6.716
Grid 1-2 4.00 3.150 0.460 5.796
Grid 2-3 4.00 3.150 0.460 5.796
Grid 3-4 4.00 3.650 0.460 6.716

Plinth Tie Beam

Grid A-B 4.00 3.650 0.600 8.760
Grid B-C 4.00 3.650 0.600 8.760
Grid C-D 4.00 3.650 0.600 8.760
Grid 1-2 4.00 3.150 0.600 7.560
Grid 2-3 4.00 3.150 0.600 7.560
Grid 3-4 4.00 3.650 0.600 8.760

Beam of Ground floor

 Grid A-B 4.00 3.650 0.460 6.716
Grid B-C 4.00 3.650 0.460 6.716
Grid C-D 4.00 3.650 0.460 6.716
Grid 1-2 4.00 3.150 0.460 5.796
1.00 3.321 0.460 1.528
Grid 2-3 4.00 3.150 0.460 5.796
Grid 3-4 4.00 3.650 0.460 6.716
Extended Beam 4.00 1.050 0.460 1.932
Landing Beam 1.00 3.650 0.460 1.679

Beam of First floor

Grid B-C 2.00 3.650 0.460 3.358
Grid 1-2 2.00 3.150 0.460 2.898

Lintel Band
Ground Floor
Grid A-B 4.00 3.650 0.075 1.095
Grid B-C 4.00 3.650 0.075 1.095
Grid A-A 2.00 9.950 0.075 1.493
Grid C-D 4.00 3.650 0.075 1.095
Grid 1-2 2.00 3.150 0.075 0.473
Grid 3-4 2.00 3.650 0.075 0.548
Internals
2.00 3.292 0.075 0.494
2.00 2.661 0.075 0.399
2.00 2.846 0.075 0.427
2.00 1.766 0.075 0.265
2.00 3.150 0.075 0.473
2.00 3.446 0.075 0.517
First Floor
Grid B-C 4.00 3.650 0.075 1.095
Grid 1-2 4.00 3.150 0.075 0.945
Grid 1-2 2.00 3.393 0.075 0.509
Sill Band
Ground Floor
Grid A-B 4.00 3.650 0.075 1.095
Grid B-C 4.00 3.650 0.075 1.095
Grid A-A 2.00 9.950 0.075 1.493
Grid C-D 4.00 3.650 0.075 1.095
Grid 1-2 2.00 3.150 0.075 0.473
Grid 3-4 2.00 3.650 0.075 0.548
Internals
2.00 3.292 0.075 0.494
2.00 2.661 0.075 0.399
2.00 2.846 0.075 0.427
2.00 1.766 0.075 0.265
2.00 3.150 0.075 0.473
2.00 3.446 0.075 0.517
 First Floor
Grid B-C 4.00 3.650 0.075 1.095
Grid 1-2 4.00 3.150 0.075 0.945
Grid 1-2 2.00 3.393 0.075 0.509

Deductions
D1 2.00 1.050 0.075 -0.158
2.00 1.050 0.075 -0.158
D2 1.00 0.900 0.075 -0.068
2.00 0.900 0.075 -0.135
Total Quantity 159.790 sqm

Providing and fixing 19 mm plyboard Form

work for shuttering & centering for Slab
including Iron proping with necessary
13 fittings all complete and de-shuttering after
completion of work as per specifiation and
instruction.

Kitchen Slab

L=(3.292+4.2
1.00 8.382 0.600 5.029 57+0.833)m
On Edge 2.00 8.382 0.125 2.096
4.00 0.600 0.125 0.300
Deduction for Sink 1.00 0.900 0.600 -0.540

L=(12.351+1.
Ground Floor Slab 1.00 13.701 11.950 163.727 050+0.300)m
,
B=(11.350+0.
300+0.300)m
Deduction for Staircase 1.00 2.150 3.446 -7.409

Staircase
Waist Slab 2.00 2.454 1.000 4.908
On Edge 4.00 2.454 0.125 1.227
Stairs 18.00 1.000 0.170 3.060
Landing 1.00 2.150 1.021 2.195
On Edge 2.00 3.171 0.125 0.793

First Floor Slab 1.00 4.950 4.450 22.027

Total Quantity 197.413 sqm

12.5 mm th. Cement sand plastering

(1:4) on ceiling with good finishing
14 including cleaning and wetting the surface
and curing the works all complete as per
specification and instruction.
Ground Floor Slab
 1.00 13.701 11.950 163.727
Deduction for Staircase 1.00 2.150 3.446 -7.409
On Edge 1.00 51.302 0.125 6.413
Deduction for column joint 16.00 0.350 0.350 -1.960
Beam of Ground floor
Grid A-B 4.00 3.650 0.450 6.570
Grid B-C 4.00 3.650 0.450 6.570
Grid C-D 4.00 3.650 0.450 6.570
Grid 1-2 4.00 3.150 0.450 5.670
1.00 3.321 0.450 1.494
Grid 2-3 4.00 3.150 0.450 5.670
Grid 3-4 4.00 3.650 0.450 6.570
Extended Beam 4.00 1.050 0.450 1.890

First Floor Slab 1.00 4.950 4.450 22.027

On Edge 1.00 18.800 0.125 2.350
Deduction for column joint 4.00 0.350 0.350 -0.490
Beam of First floor
Grid B-C 2.00 3.650 0.450 3.285
Grid 1-2 2.00 3.150 0.450 2.835
Total Quantity 231.783 sqm

12.5 mm thick Cement sand plastering

(1:4) in wall with good finishing including
15 racking the joint, cleaning and wetting the
surface and curing the works all complete
as per specification and instruction.
Ground Floor
Grid A-B 4.00 3.650 2.710 39.566
Grid B-C 4.00 3.650 2.710 39.566
Grid A-A 2.00 9.950 2.710 53.929
Grid C-D 4.00 3.650 0.600 8.760
Grid 1-2 2.00 3.150 0.600 3.780
Grid 3-4 2.00 3.650 0.600 4.380
Internals
2.00 3.292 2.935 19.324
2.00 2.661 2.935 15.620
2.00 2.846 2.935 16.706
2.00 1.766 2.935 10.366
2.00 3.150 2.710 17.073
2.00 3.446 2.935 20.228
2.00 1.500 0.900 2.700
Portion of Columns
Inner Face 23.00 0.350 2.710 21.815
Outer Face 16.00 0.350 2.710 15.176
Column Copla 9.00 0.200 2.710 4.878
2.00 0.100 2.710 0.542
2.00 0.225 2.710 1.219
 1.00 0.425 2.710 1.152
First Floor
Grid B-C 4.00 3.650 2.710 39.566
Grid 1-2 4.00 3.150 2.710 34.146
Internal wall 2.00 3.393 2.935 19.917
Portion of Columns
Column Face 9.00 0.350 2.710 8.536
Column Copla 3.00 0.200 2.710 1.626
1.00 0.100 2.710 0.271

L=(12.351+1
Parapet Wall 2.00 43.051 0.900 77.492 1.350*2+4.00
0*2)m
Deductions
D1 8.00 1.050 2.100 -17.640
D2 6.00 0.900 2.100 -11.340
W1 4.00 1.800 1.650 -11.880
W2 6.00 0.900 1.050 -5.670
W3 8.00 1.500 1.650 -19.800
Total Quantity 412.006 sqm

Supplying and applying 2 mm Plain White

16 Putty plaster on walls and ceiling as per
specification and instruction of Engineer. Total Plaster Work 643.788 sqm

38mm concrete M15 (1:2:4)screeding work

17 on floor as per specification and as directed
by Engineer.
Ground Floor Rooms
Store 1.00 2.384 2.661 6.344
Bed Room 1.00 2.384 2.846 6.785
Verandah 1.00 11.350 1.050 11.918
Washing Area 1.00 1.500 4.095 6.143
Staircase
B=(0.250+0.1
Stairs 18.00 1.000 0.420 7.560 70)m
Landing 1.00 2.150 1.021 2.195

Steps at plinth
B=(0.300+0.2
Steps at East 6.00 3.850 0.500 11.550 00) m
Steps at West 6.00 1.500 0.500 4.500

First Floor
Room 1.00 1.393 3.410 4.750
Terrace 1.00 13.701 11.950 163.727
Deduction for Staircase 1.00 2.150 3.446 -7.409

Staircase Cover Roof 1.00 4.950 4.450 22.027

Total Quantity 240.090 sqm
 Cement sand punning (1:1) 3 mm thick
work over cement sand plaster in line &
level with trowelling the top surface to give
18 240.090 sqm
a smooth finish on floor, wall & skirting
etc in perfect line & level including
clearing, curing with all complete.

Providing, Supplying and installation of

porcelain galzed tiles for wall and non
slippery tile for floor in 1: 4 cement sand
19 mortar in proper line, level , slope and
approved pattern and filling joints with
non- shrink tile grout as per drawings,
specifications and instruction of Engineer
Non-Glazed Tile on Floor
Ground Floor
Dinning Area
Front Side at North 1.00 6.722 3.393 22.808
Center Area 1.00 9.461 3.878 36.690
Right of Staircase 1.00 5.497 3.621 19.905
Washbasin Floor Area 1.00 1.921 1.507 2.895
Floor area front of Toilet 1.00 2.297 1.766 4.057
Kitchen Floor 1.00 5.070 3.292 16.690

L=(3.292+4.2
On Slab 1.00 8.382 0.600 5.029 57+0.833)m
Toilet 1.00 1.594 1.766 2.815

Glazed Tile on Wall

Washbasin wall 1.00 1.921 1.200 2.305
1.00 2.076 1.200 2.491

L=(3.292+4.2
57+0.833+0.1
Kitchen 1.00 8.682 0.600 5.209 00*3)m

Toilet 2.00 1.594 1.200 3.826

2.00 1.766 1.200 4.238
Deduction(D2) 1.00 0.900 1.200 -1.080
Skirting

L=(3.650+0.9
Kitchen 1.00 14.185 0.150 2.128 48+3.292+1.2
98+0.390+1.5
77+2.120+0.1
6+0.400+0.35
0)m
 L=2.600+3.6
50+3.650+3.1
50+3.650+1.3
Dinning Area 1.00 46.203 0.150 6.930 75+3.446+0.1
25+3.150+2.0
76+0.852+0.7
90+1.921+2.7
62+0.235+0.3
78+1.275+3.3
93+0.350*17
+0.100*11+0.
225*3)m
Total Quantity 136.936 sqm

Suppying and applying of two coat Plastic

emulsion paint of approved colour and
shade over one coat primer on inner
20
plaster surface including cleaning and
scaffolding all complete as per
specification and instruction.
Total plaster work on ceiling 231.783

Wall(Interior)
Ground Floor
Grid A-B 2.00 3.650 2.710 19.783
Grid B-C 2.00 3.650 2.710 19.783
Grid A-A 1.00 9.950 2.710 26.965
Grid C-D 2.00 3.650 0.600 4.380
Grid 1-2 1.00 3.150 0.600 1.890
Grid 3-4 1.00 3.650 0.600 2.190
Internals
2.00 3.292 2.935 19.324
2.00 2.661 2.935 15.620
2.00 2.846 2.935 16.706
2.00 1.766 2.935 10.366
2.00 3.150 2.710 17.073
2.00 3.446 2.935 20.228
Portion of Columns
Inner Face 23.00 0.350 2.710 21.815
Column Copla 9.00 0.200 2.710 4.878
2.00 0.100 2.710 0.542
2.00 0.225 2.710 1.219
1.00 0.425 2.710 1.152
First Floor
Grid B-C 2.00 3.650 2.710 19.783
Grid 1-2 2.00 3.150 2.710 17.073
Internal wall 2.00 3.393 2.935 19.917
Portion of Columns
Column Copla 3.00 0.200 2.710 1.626
1.00 0.100 2.710 0.271
 Deductions
D1 2.00 1.050 2.100 -4.410
4.00 1.050 2.100 -8.820
D2 1.00 0.900 2.100 -1.890
4.00 0.900 2.100 -7.560
W1 2.00 1.800 1.650 -5.940
W2 3.00 0.900 1.050 -2.835
W3 4.00 1.500 1.650 -9.900
Total Quantity 453.012 sqm

Supplying and applying two coat weather

coat (Apex paint) of approved colour and
shade over one coat primer on outer
21
plaster surface including cleaning and
scaffolding all complete as per
specification and instruction.
Wall (Exterior)
Ground Floor
Grid A-B 2.00 3.650 2.710 19.783
Grid B-C 2.00 3.650 2.710 19.783
Grid A-A 1.00 9.950 2.710 26.965
Grid C-D 2.00 3.650 0.600 4.380
Grid 1-2 1.00 3.150 0.600 1.890
Grid 3-4 1.00 3.650 0.600 2.190
2.00 1.500 0.900 2.700
Portion of Columns
Outer Face 16.00 0.350 2.710 15.176
First Floor
Grid B-C 2.00 3.650 2.710 19.783
Grid 1-2 2.00 3.150 2.710 17.073
Portion of Columns
Column Face 9.00 0.350 2.710 8.536

Parapet Wall 2.00 43.051 0.900 77.492

Deductions
D1 2.00 1.050 2.100 -4.410
D2 1.00 0.900 2.100 -1.890
W1 2.00 1.800 1.650 -5.940
W2 3.00 0.900 1.050 -2.835
W3 4.00 1.500 1.650 -9.900
Total Quantity 190.776 sqm

Supplying & fixing work of 50 mm φ

stainless steel handrail with 50 mm φ
22 stainless steel vertical post at 2m distance
with 3 layers of 25 mm φ inclined
stainlesssteel member inbetween handrail
and floor of 2'6" to 3' height railing along
Stairs Railing 1.00 5.008 5.008 L=2.454*2+0.100
 Total Quantity 5.008 Rm

Providing and fixing Two way Swing Door

Section size (102*45*1.5 mm) of
aluminium section in naturally anodized or
black anodized/powder coated color fitted
23 with 5 mm clear glass or 9 mm both side
laminated board (excluding the cost of
handle)

D1 3.00 1.000 2.100 6.300

D2 3.00 0.900 2.100 5.670
Total Quantity 11.970 sqm

Supplying and fitting Aluminium sliding

window with Ventilator but with fly mesh
24 shutter from section (101 x 45 x1.50)mm
and 5mm glass as per directed by Engineer.

W1 5.00 1.800 1.650 14.850

W2 2.00 0.900 1.650 2.970
W3 2.00 1.500 1.650 4.950
W4 2.00 1.500 1.200 3.600
V1 1.00 0.600 1.000 0.600
Total Quantity 26.970 sqm

Providing & fixing MS folded sheet

rolling shutters with iron clamps, spring
25 and axle of good quality finish with
painting on shutter and oiling on spring and
axle as per specification and instruction.

At entrance 1.00 3.200 2.700 8.640

Total Quantity 8.640 sqm

Supplying and applying Elastocrete

cementitious elastomeric water proofing
26 coating 2 components capacity per kg 6 sq.
ft 2 coat including supplying & applying
all complete work.
Terrace 1.00 13.701 11.950 163.727
Deduction for Staircase 1.00 2.150 3.446 -7.409

Staircase Cover Roof 1.00 4.950 4.450 22.027

Total Quantity 178.346 sqm
 Maiwakhola Rural Minicipality
Maiwakhola, Taplejung
Province 1, Nepal

Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed
Design Drawing, Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative
building at Maiwakhola Rural Municpality

ABSTRACT OF COST OF CANTEEN BLOCK

S.No. Description Unit Quantity Rate Amount(NRs.) Remarks

Earth work excavation in foundation,

trenches in soft and medium soil
1 including lift upto 1.5 m and disposal cum 132.927 829.15 110,216.73
upto 10 m away from site as per the
instruction of site engineer.

Earth work back filling in foundation,

2 trenches (Earth transported from 10 m. cum 39.878 506.00 20,178.37
surronding) work in every 15-15 cm.
layer with watering & proper manual
compaction (except earth rate) as per the
instruction of site engineer.

Earth filling (Earth transported from 10

2.01 m. surronding) work in every 15-15 cm. cum 219.359 506.00 110,995.75
layer with watering & proper manual
compaction with earth rate upto ringroad
as per the instruction of site engineer.

3 Supplying Sand for filling work with cum 9.763 2,659.15 25,960.59
proper compaction as per specification
and instruction of site engineer.

Providing and laying dry flat Brick soling

work with approved quality first class
4 sqm 224.368 1,901.43 426,618.25
brick in perfect line & level as per
specification & instructions all complete.

Providing and laying Brick masonry work

in 1:4 cement sand mortar with first class
local chimney bricks as per specification
5
and instruction of site engineer.
cum 4.093 29,697.50 121,547.42
 Providing and laying Brick masonry work
in 1:4 cement sand mortar with first class
local chimney bricks as per specification
6
and instruction of site engineer.
cum 80.097 29,697.50 2,378,686.04

P.C.C. (1:2:4) work in foundation and

7 floors as per specification and instruction cum 16.828 19,473.73 327,695.56
of engineer.
P.C.C. (1:1.5:3) for R.C.C. work in
foundation and superstructure using
crushed stone , sand and OPC cement as
8 cum 69.667 21,506.35 1,498,290.14
per specification and instruction of site
engineer.

Providing and laying Torsteel/TMT

reinforcement work for R.C.C. work
including cutting, bending, binding with
9 MT 8.203 164,176.44 1,346,793.39
GI wire etc, all complete as per
instruction of site engineer.

Providing and fixing form work for

shuttering & centering for edges, floors
required in trench work with local wood
10 with all fittings including proping all sqm 32.400 1,044.10 33,828.73
complete as per specification and
instruction.

Providing and fixing 19 mm plyboard

Form work for shuttering & centering for
Columns with necessary fittings all
11 complete including de-shuttering after sqm 121.380 1,962.69 238,231.75
completion of work as per specification
and instruction.

Providing and fixing 19 mm plyboard

Form work for shuttering & centering for
Beams with necessary fittings all
12 complete including de-shuttering after sqm 159.790 1,345.87 215,057.61
completion of work as per specification
and instruction.

Providing and fixing 19 mm plyboard

Form work for shuttering & centering for
Slab including Iron proping with
13 necessary fittings all complete and de- sqm 197.413 1,044.10 206,118.40
shuttering after completion of work as per
specifiation and instruction.
 12.5 mm th. Cement sand plastering
(1:4) on ceiling with good finishing
14 including cleaning and wetting the sqm 231.783 594.06 137,693.25
surface and curing the works all complete
as per specification and instruction.

12.5 mm thick Cement sand plastering

(1:4) in wall with good finishing
including racking the joint, cleaning and
15 sqm 412.006 493.64 203,380.98
wetting the surface and curing the works
all complete as per specification and
instruction.

Supplying and applying 2 mm Plain

White Putty plaster on walls and ceiling
16 sqm 643.788 369.04 237,583.62
as per specification and instruction of
Engineer.
38mm concrete M15 (1:2:4)screeding
17 work on floor as per specification and as sqm 240.090 942.15 226,200.09
directed by Engineer.

Cement sand punning (1:1) 3 mm thick

work over cement sand plaster in line &
level with trowelling the top surface to
18 give a smooth finish on floor, wall & sqm 240.090 383.76 92,137.74
skirting etc in perfect line & level
including clearing, curing with all
complete.

Providing, Supplying and installation of

porcelain galzed tiles for wall and non
slippery tile for floor in 1: 4 cement sand
19 mortar in proper line, level , slope and sqm 136.936 4,083.32 559,153.02
approved pattern and filling joints with
non- shrink tile grout as per drawings,
specifications and instruction of Engineer

Suppying and applying of two coat

plastic emulsion paint of approved
colour and shade over one coat primer
20 sqm 453.012 336.60 152,483.09
on inner plaster surface including
cleaning and scaffolding all complete as
per specification and instruction.
 Supplying and applying two coat
weather coat (Apex paint) of
approved colour and shade over one
21 coat primer on outer plaster surface sqm 190.776 312.81 59,676.85
including cleaning and scaffolding all
complete as per specification and
instruction.

Supplying & fixing work of 50 mm φ

stainless steel handrail with 50 mm φ
22 stainless steel vertical post at 2m distance Rm 5.008 4,730.49 23,690.29
with 3 layers of 25 mm φ inclined
stainlesssteel member inbetween handrail
and floor of 2'6" to 3' height railing along
with painting work as well.

Aluminium framed Casement Door

23 ( Aluminium :- Natural anodised sqm 11.970 12,688.96 151,886.85
101mmx45mm x1.5mm , Glass 5mm
clear , board : 9mm Laminated

Alluminium framed Sliding window With

ventilator and with Mosquito Net
24 sqm 26.970 14,820.72 399,714.73
( Aluminium :- Natural anodised
90mmx45mm x1.1mm , Glass 5mm
clear)
Providing & fixing MS folded sheet
rolling shutters with iron clamps, spring
and axle of good quality finish with
25 sqm 8.640 4,500.00 38,880.00
painting on shutter and oiling on spring
and axle as per specification and
instruction.
Supplying and applying Elastocrete
cementitious elastomeric water proofing
coating 2 components capacity per kg 6
26 sq. ft 2 coat including supplying & sqm 178.346 588.66 104,985.24
applying all complete work.

Total of Civil Work 9,447,684.48

Electrical Work 377,907.38
Water Supply & Sanitary Work 283,430.53
Grand Total of Canteen 10,109,022.39
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Summary of Manhole,Septic Tank and Soak pit
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing, Cost Estimate
and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural Municpality
Location:- Maiwakhola, Taplejung
Septic
SN. Description of Works Manhole Soak Pit Total Quantity Unit Rate Amount
Tank
A CIVIL WORK :-
Earthwork in excavation in Medium
type soils in foundation including 30m
1.00 hauling distance and 1.5 m. lift all 3.14 41.04 16.34 60.52 cum 829.15 50183.47
complete in approval of site engineer.

Supplying and Soling Local flat brick

in proper line and level with sand
2.00 filling all complete as per approved 2.42 22.80 25.22 sqm 1,656.94 41788.03
drawing, Specification and instruction
of site engineer.
3.00 PCC Works

Plain cement concrete(PCC) in 1:3:6

ratio for foundations and flooring with
approved quality of cement,sand and
machine crushed stone aggregate
including supply of 0.18 1.62 1.80 cum 16,897.01 30473.03
materials,mixing,laying,curing the
work at least 7 days etc all complete as
per approved drawing specification and
instruction of site engineer.

4.00 RCC works

Plain cement Concrete (PCC) for RCC
works M 20(1:1.5:3) for
slab/lintels/columns/beams with
approved quality of cement, sand and
machine crushed stone aggregate
including supply of materials,mixing,
laying, curing the work at least 7 days 0.16 1.28 0.31 1.75 cum 21,506.35 37722.14
etc all complete as per approved
drawing, Specification and instruction
of site engineer.

TMT steel reinforcement bar of Fe 500

grade including
supplying,straightening,cleaning,cuttin
g,binding and fixing in position with
5.00 22.61 150.72 36.97 210.30 kg 164.18 34526.55
annealed tying binding wire including
30m haulage all complete as per
approved drawing specification and
instruction of site engineer.

Formwork, shuttering, centering with

19mm thick waterproof ply board and
steel post for all works necessary
propping, scaffolding, staging,
supporting inclusive of wedging and
6.00 cutting holes for utilization till the 0.00
support if fully unyielding nett all
complete as per approved drawing,
Specification and instruction of site
engineer.

a Column - - sqm 0.00

b Beam - sqm 0.00
c Slab - 12.80 3.14 15.94 sqm 1,450.89 23127.15
0.00
7.00 Brick Masonary 0.00
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Summary of Manhole,Septic Tank and Soak pit
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing, Cost Estimate
and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural Municpality
Location:- Maiwakhola, Taplejung
Good quality local chimney made
Brickwork in 1:3 C/S mortar up to
Ground floor in perfect line level finish
including supply of materials, wetting
7.01 the bricks, racking the joints and 1.21 10.41 2.30 13.92 cum 28,363.59 394798.36
curing the work for at least 7 days all
complete as per approved drawing,
Specification and instruction of site
engineer.
8.00 Plaster Works 0.00

Supplying and Laying of 12.5mm thick

cement sand plaster in (1:4) ratio on
wall of good finish including supply of
materials, racking the joint, wetting of
8.01 8.20 30.21 - 38.41 sqm 493.64 18960.38
surfaces & curing the work at least
7days all complete as per approved
drawing, Specification and instruction
of site engineer.

9.00 Flooring:-
9.01 3mm thk punning works 8.20 - 8.20 sqm 383.76 3146.87
10.00 Back filling with soil - 4.10 4.10 cum 506.00 2076.62
11.00 Back filling with brick - - 4.74 4.74 cum 2,500.00 11860.65
12.00 Sand filling 6.04 6.04 cum 2,659.15 16052.12
Total= 664,715.37
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Detail Estimate of Septic Tank

Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing,
Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural
Municpality

Location:- Maiwakhola, Taplejung

SN Description of Works No. Length Breadth Height Quantity Remarks
1.0 Earthwork

Earthwork in excavation in Medium soil in

foundation, trenches including timbering and
1.1
shoring and 30m lead and 1.5m lift all complete
as per design, drawing and specifications.

Construction of Septic tank as per drawing and

1 7.600 3.000 1.800 41.040
specification.
Total 41.040 Cum
Backfilling work including compaction and
1.2 levelling of the required depth all complete as per
the instructions of the site engineer.
Backfill @ 10% of Excavation Work Quantity 4.104
Total 4.104 Cum

2.0 Masonry Works

Providing and laying of chimney made brick in
1:4 c/s mortar with proper curing in perfect line
2.1
and level all complete as per the instructions of
the site engineer.
Construction of Septic tank as per drawing and
specification.
Long wall 2 7.340 0.600 0.300 2.642
Short wall 2 1.540 0.600 0.300 0.554
Long wall 2 7.040 0.450 0.300 1.901
Short wall 2 1.540 0.450 0.300 0.416
Long wall 2 6.840 0.350 0.300 1.436
Short wall 2 1.540 0.350 0.300 0.323
Long wall 2 6.600 0.230 0.770 2.338
Short wall 2 1.540 0.230 0.770 0.545
Partition wall (Baffle) 1 1.540 0.110 1.480 0.251
Total 10.407 Cum
2.2 Brick soling
1 7.600 3.000 22.800
Total 22.800 Sqm
3.0 Cement Concreting Works

Plain Cement Concrete ( PCC) work in (1:3:6) in

foundation with cement, sand and crushed stone
3.1 aggregate including mixing, laying, finishing to
approved level, line and dimensions and curing all
complete as per specification.

Construction of Septic tank as per drawing and

1 7.490 2.890 0.075 1.623
specification.
Total 1.623 Cum
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Detail Estimate of Septic Tank

Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing,
Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural
Municpality

Location:- Maiwakhola, Taplejung

Plain Cement Concrete (PCC) work in (1:1.5:3)

for M20 RCC works in sanitary work, foundation,
columns, beams and slabs with cement, sand, and
crushed stone aggregate of approved size
3.2
including mixing with concrete mixture,
compacting the concrete with vibrator machine,
laying, finishing to approved level, lines and
dimensions and curing all complete.

Construction of Septic tank as per drawing and

specification.
Cover 1 6.400 2.000 0.100 1.280
Total 1.280 Cum
Steel reinforcement bar (Fe-500) tested including
straightening, cleaning, cutting, bending and
3.3 fixing in position with 20 B. G. annealed binding
wire as per design, drawing and instruction all
complete.
@ 1.5% of RCC Volume 150.720
Total 150.720 Kg
4.0 Formworks

Centering and shuttering work with 19mm

waterproof plywood for all RCC works of any
shape or size and at any level with necessary MS
4.1 propping, scaffolding, staging, supporting, cutting
holes for utilization works and removal of
formwork and lead up to 30m all complete as per
specification and instruction of site engineer.

Construction of Septic tank as per drawing and

specification.
Slab Cover 1 6.400 2.000 12.800
Total 12.800 Sqm
5.0 Plastering Works

Providing, laying & curing of 12.5 mm thick (1:4)

c/s plaster work in wall surfaces including
5.1 chipping & wetting the concrete surfaces finished
in perfect plumb, lines and level as per
specification and instruction of site engineer.

Construction of Septic tank as per drawing and

specification.
Long wall 2 6.140 0.300 3.684
Short wall 2 1.540 0.300 0.924
Long wall 2 6.140 0.300 3.684
Short wall 2 1.540 0.300 0.924
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Detail Estimate of Septic Tank

Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing,
Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural
Municpality

Location:- Maiwakhola, Taplejung

Long wall 2 6.140 0.300 3.684
Short wall 2 1.540 0.300 0.924
Long wall 2 6.140 0.770 9.456
Short wall 2 1.540 0.770 2.372
Partation wall (Baffle) 2 1.540 1.480 4.558
Total 30.210 Sqm
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Detailed Soakpit Estimate
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation,
Detailed Design Drawing, Cost Estimate and Preparation of Detailed Project Report (DPR) of
Administrative building at Maiwakhola Rural Municpality
Location:- Maiwakhola, Taplejung
S.N Description No Length Breadth Height Quantity Unit Remarks

A RCC septicTank
Earthwork in excavation in hard/boulder
mix soils in foundation including 10m
hauling distance and 1.5 m. lift all
complete in approval of site engineer.
1
Excavation 1 9.08 (area) 1.80 16.34
Total = 16.34 cum
Providing and laying of chimney made
brick in 1:4 c/s mortar with proper
curing in perfect line and level all
complete as per the instructions of the
site engineer.
2
1 5.56 0.23 1.80 2.30
Total = 2.30 cum
3 Back filling with broken brick
side 1 7.38 0.35 1.80 4.65
bottom 1 1.86 (area) 0.05 0.09
Total = 4.74 cum

4 Sand filling 1 9.58 0.35 1.80 6.04

Total = 6.04 cum

7 Rcc 1:1.5:3
Cover slab 1 3.14 (area) 0.10 0.31
0.31 cum

8 Steel 1.5% of total RCC Works 36.97 Kg

9 Formwork
For Cover slab
1 3.14 3.14
3.14 Sqm
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Detail Estimate of Manhole
Name of Project:-Preparation of Master Plan, Detailed Engineering Survey, Soil Investigation, Detailed Design Drawing,
Cost Estimate and Preparation of Detailed Project Report (DPR) of Administrative building at Maiwakhola Rural
Municpality
Location:- Maiwakhola, Taplejung
Description of Work Length Breadth Height
S.N. No. Quantity Unit Remarks
m m m

Earthwork in excavation in Medium type soils in

foundation including 30m hauling distance and 1.5
A m. lift all complete in approval of site engineer. 2 1.10 1.100 1.300 3.14 m3

Supplying and Soling Local flat brick in proper line

and level with sand filling all complete as per
B approved drawing, Specification and instruction of 2 1.10 1.100 2.42 sqm
site engineer.

Plain cement concrete(PCC) in 1:3:6 ratio for

foundations and flooring with approved quality of
cement,sand and machine crushed stone aggregate
C including supply of materials,mixing,laying,curing 2 1.10 1.100 0.075 0.18 m3
the work at least 7 days etc all complete as per
approved drawing specification and instruction of
site engineer.

Good quality local chimney made Brickwork in

1:4 C/S mortar in perfect line level finish including
supply of materials, wetting the bricks, racking the
D joints and curing the work for at least 7 days all
complete as per approved drawing, Specification
and instruction of site engineer.

Long Wall :- (32x2) 4 0.91 0.250 0.900 0.81

Short Wall:- (32x2) 4 0.45 0.250 0.900 0.40
Total= 1.21 m3
Plain cement Concrete (PCC) for RCC works M 20
(1:1.5:3) with approved quality of cement, sand and
machine crushed stone aggregate including supply
E of materials,mixing, laying, curing the work at least 2 0.91 0.910 0.100 0.16 m3
7 days etc all complete as per approved drawing,
Specification and instruction of site engineer.

TMT steel reinforcement bar of Fe 500 grade

including
supplying,straightening,cleaning,cutting,binding
F and fixing in position with annealed tying binding 22.61 kg
wire including 30m haulage all complete as per
approved drawing specification and instruction of
site engineer.
Supplying and Laying of 12.5mm thick cement
sand plaster in (1:4) ratio on wall of good finish
including supply of materials, racking the joint,
G wetting of surfaces & curing the work at least
7days all complete as per approved drawing,
Specification and instruction of site engineer.

Surface 2 1.80 0.900 3.24

At base of manholes 2 0.45 0.450 0.40
At cover of man holes 2 1.51 1.510 4.56
Total= 8.20 m2
H 3mm thick Punning works 8.20 m2
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
ABSTRACT OF COST OF LANDSCAPING WORKS
S.N. Descritption of Work Unit Quantity Rate(NPRS) Amount(NPRS) Remarks
A Turfing Work

1 Ramming and Levelling of Earth as per Sqm 6380.83 15.36 98,035.07

specification and instruction of Engineer.
Turfing works including watering,
2 application of manure all complete as per Sqm 985.31 461.87 455,089.56
drawings, specifications and instruction of
Engineer
B 50 mm thick heavy duty interlocking
concrete block
Supplying and placing of 50 mm thick
heavy duty interlocking concrete block of
approved shape over a 50 mm thick
crusher dust all complete over a completed
1 and level ground in perfect slope and line Sqm 1429.33 3,837.83 5,485,523.62
as per the design, drawing, specification
and also direction of site engineer.

Pointing work on Intelocking block

2 surface as per specification and instruction Sqm 571.732 127.59 72,948.15
of Engineer.
C FlagStone -
Supplying and laying 37.5mm thick flag
stone (machine cut) in 1:4 cement sand
mortar in proper line, level, slope and in
1 approved pattern as per drawings, Sqm 1820.70 2,149.86 3,914,245.96
specifications and instruction of project
Engineer

Pointing work on Flag stone block surface

2 as per specification and instruction of Sqm 728.28 127.59 92,922.35
Engineer.
Providing and laying dry flat Brick soling
work with approved quality first class
3 brick in perfect line & level as per Sq.m 1820.7 1,901.43 3,461,924.50
specification & instructions all complete.
Providing and laying Machine Mixed
Plain Cement Concrete (P.C.C.) works
4 (1:3:6) as per drawings, specifications and Cu.m 1365.525 16,897.01 23,073,286.17
instruction of Engineer

D Black Top Road Sq.m 2387.03 3,800.00 9,070,714.00

E Provision For Fountain LS 1 250,000.00 250,000.00

Total (Provisional Sum, Landscapping works) 45,974,689.37

118
 Maiwakhola Rural Municipality
Maiwakhola, Taplejung
Province 1, Nepal
Quantity Calculation Landscape
S.No Particulars No. Length Breadth Height Quantity Unit Remarks
A Turfing Work
A.1 Ramming and Levelling of Earth as per
specification and instruction of Engineer.
As per CAD
Around Municipality Area 1 Area= 1820.700 1820.700
plan
Parking Area 1 Area= 1429.330 1429.330
Around Staff Quarter 1 Area= 632.080 632.080
Around Fountain 1 Area= 111.690 111.690
Black Topped Road 1 Area= 2387.030 2387.030
Total Quantity 6380.830 Sqm
Turfing works including watering, application of
A.2 manure all complete as per drawings,
specifications and instruction of Engineer
Around Staff Quarter 1 Area= 632.080 632.080
Around Badminton Court 1 Area= 353.230 353.230
Around Fountain 1 Area= 111.690 111.690
Total Quantity 985.310 Sqm
B 50 mm thick heavy duty interlocking concrete
block

Supplying and placing of 50 mm thick heavy

B.1 duty interlocking concrete block of approved
shape over a 50 mm thick crusher dust all
complete over a completed and level ground in
perfect slope and line as per the design, drawing,
specification and also direction of site engineer.
Parking Area 1 Area= 1429.330 1429.330
Total Quantity 1429.33 Sqm
B.2 Pointing work with cement sand (1:3)
40% of total area 571.732 Sqm

C Flagstone Block
Supplying and laying 37.5mm thick flag stone (machine
cut) in 1:4 cement sand mortar in proper line, level, slope
C.1 and in approved pattern as per drawings, specifications
and instruction of project Engineer

Total Quantity 1 Area= 1820.700 1820.700

Total Quantity 1820.70 Sqm
C.2 Pointing work with cement sand (1:3)
40% of total area 728.280 Sqm

Providing and laying dry flat Brick soling work

with approved quality first class brick in perfect
C.3
line & level as per specification & instructions
all complete.
Total Quantity 1820.700 Sqm

Providing and laying Machine Mixed Plain

C.4 Cement Concrete (P.C.C.) works (1:3:6) as per
drawings, specifications and instruction of
Engineer
1.00 Area= 1820.70 0.75 1365.525
Total Quantity 1365.525 Cu.m

Prepared By: Checked By: Approved By: