Laljhadi Rural Municipality

office of municipal executive

Sudurpaschim province
Laljhadi, kanchanpur

SUMMARY OF COSTS
Project Name : Preparation of Detailed project report of Children Park

Location:Laljhadi-05, Kanchanpur

Job Title: Summary of Cost

Date:
Consultant:
Siddharth Engineering Sewa
Belauri, Kanchanpur
Type of works: Canteen

S.NO DESCRIPTION OF WORKS AMOUNT (NRs.)

A. TOTAL COST OF PROVISIONAL SUM
B. TOTAL COST OF CIVIL WORKS 2,046,184.21
SUB TOTAL (A+B) 2,046,184.21
4% CONTINGENCIES 81,847.37
TOTAL 2,128,031.58
VAT 13% 266,003.95
GRAND TOTAL 2,394,035.53
In
words:

Page 1 900743298.xlsx
 Laljhadi Rural Municipality
Office of Rural Municipality Executive
Sudurpaschim Province

Project Name: Detailed Project Report Preparation of Children Park

Location: Laljhadi-05, Kanchanpur

Type of Job: Civil Works(swimming pool)
ABSTRACT SHEET
Item Amount
Description Unit Quantity Rate(NRs.) Remarks
No. (NRs.)
1.0 EARTHWORK IN EXCAVATION
Excavation in foundations in all type of soils for foundation, trenches,
footing, pits etc. to the required depth including dewatering by manual
or mechanical means etc. as per specifications with all contractor’s own
machinery and equipment's, providing crossing of track, shoring,
strutting, timbering and buttressing with appropriate materials and all
Cu.m 185.76 538.94 100,113.49
such measures necessary to retain in position the sides of the
foundation pit and including refilling the excavated material with
watering, ramming, leveling the site and disposing off the
surplus/unusable earth to outside the construction premises, etc. all
complete as per drawings, specifications and instructions of the
2.0 Engineer.
EARTHBACK FILLING
Back filling in foundation and sides of foundation with approved soil
obtained from the excavation at site and stacked at site or brought from
outside in layer not exceeding 15 cm thick (compacted thickness)
including transportation of soil, spreading in required line and level, Cu.m 46.44 375.53 17,439.61
sprinkling water, ramming, compacting with mechanical rammers,
testing, etc., all complete as per drawing, specification and instructions
of the Engineer.
3.0 BOULDER SOLING
Providing and laying uncoursed hand packed Dry Rubble Stone soling in
foundation,floors of building, retaining wall,steps and ramps with out
any special dressing of stone including filling interstices with suitable
quarry waste or stone chips or quarry sand, watering, compacting using
appropriate mechanical compaction means with all contractors Cu.m 22.41 3,436.16 77,004.35
materials, handling, placing etc. all complete as per drawings,
specifications and instruction of the Engineer. The complete item
including all lead & lift.
4.0 BRICK MASONRY WORKS ( 1 : 4 c/s )
Providing and laying first class local chimney made brick one or more
brick thick wall in cement mortar 1:4 (1 cement : 4 coarse sand) in
superstructure in all heights and level including the cost of single or
Cu.m 7.940 14,417.11 114,471.85
multi stage self standing scaffolding, soaking bricks, curing, raking
joints, provision for recesses, openings, toothing etc., all complete as
per drawing, specifications and instructions of the Engineer.
5.0 P.C.C (1:3:6) Works
Providing and laying machine mixed Plain Cement Concrete of nominal
mix 1:3:6 (1 cement : 3 sand : 6 coarse aggregate ) for leveling course
in foundations and under floor of building, etc. in all level with broken
stone aggregate of size not more than 25 mm of approved quality
including formwork wherever necessary, dewatering, batching, mixing, Cu.m 11.20 10,499.08 117,589.70
transporting, placing, compacting, curing, including all lead and lift, etc.
all complete as per drawings, specifications and the instructions of the
Engineer.
6.0 P.C.C. FOR R.C.C. WORKS
Providing and laying in position machine mixed and machine vibrated
cement concrete of mix 1:1.5:3 (1 cement:1.5 sand: 3 coarse
aggreagate) M20 grade for reinforced cement concrete work using
approved cement with 20 mm graded machine crushed stone aggregate
of approved quality in various locations and heights including
transportation of concrete to site of placing, compaction, finished to
Cu.m 27.860 16,162.41 450,284.74
required line and level, protection and curing, etc. all complete as per
drawings, specifications and the instructions of the Engineer, but
excluding the cost of centering, shuttering, and reinforcement, but
including the cost of admixture all complete as per drawings,
specifications and instructions of the Engineer.

7.0 FORM WORKS

Supplying and laying centering, shuttering of various pattern formworks
with 19 mm thick water proof ply wood & steel adjustable props for all
kinds of RCC works for foundations, columns, shear walls, beams, slab,
staircase, lintel, sill, pergola, including nails, propping scaffolding,
staging, supporting and bracing in proper lines and level, sealing the
joints with heavy duty brown self adhesive tape, aligning to line and Sq.m 27.260 863.81 23,547.46
levels including Ties, PVC Spacer, Providing openings/ cutouts/ pockets,
applying De-shuttering chemical, De-shuttering as approved by the
Engineer etc., complete at all levels as per drawing, specifications and
instructions of the Engineer.
8.0 STEEL REINFORCEMENT
Providing and fixing in position Fe 500 steel reinforcement of various
diameter confirming to relevant IS code in R.C.C. works including
straightening, cutting, bending, binding with 20 SWG annealed wire for
tying the reinforcement bars at each junctions (binding wire shall not be
measured separately) including all waste and cut pieces, provision for
adequate numbers of spacers, chairs, providing and placing cement Kg ### 152.04 309,817.99
mortar (1:1) cover blocks to keep the bars in intended position at all
levels all complete as per drawings, specifications and instructions of
the Engineer. (Authorized lap length and for the bar length exceeding
10 meter in length shall be measured for the payment).
9.0 FLOORING AND FINISHING WORKS
Providing and laying of 3mm thick cement and sand punning in 1:1
cement sand ratio on floors, skirting, dado etc. including claening ,
watering in surface and rubbing with steel trowel for hard and smooth Sq.m 149.400 268.39 40,097.47
syrface and curing all complete as per drawing, specification and
instructions of the Engineer.
PLASTERING WORKS

Page 2 canteen estimate

Item Amount
Description Unit Quantity Rate(NRs.) Remarks
No. (NRs.)
12.50mm. Th. Cement sand plaster (1:4)work on wall, column and
vertical faces with good finish in perfect line level and plumb including
grooving in plaster wherever shown in drawings including chiselling
10.0 Sq.m 48.110 363.94 17,509.15
racking the joints, wetting the surface and curing the work all complete
as per specification an.d construction of the consultant/engineer all
complete

Providing and Laying 6mm.th.porcelain glazed/non glazed tiles on walls

and floor of approved colored laid with cement sand mortar (1:4)
11 sq.m 197.510 3,109.98 614,252.15
finished with white cement including polishing all complete as per
specification and instruction of site Engineer.

Piping works( PVC pipe -Overflow pipe, Fill tube and emergency washout
12 rm 3.350 285.77 957.33
pipe etc.)
Steel Staircase (100-150mm riser height with black pipe post 38mm&
13 rm 3.150 10,844.18 34,159.17
20mmx20mm square pipe ,600-750mm width)
2 H.P. Electrical motor water pump Multi stage coupled pump
14 nos 1.000 28,939.75 28,939.75
(Crompton)
Open Slide build through a sandwich of resin fiberglass and geal coat ,
15 nos 1.000 100,000.00 100,000.00
and for your final finish sky color will be used
Total 2,046,184.21
Vat(13%) 266,003.95
Contingencies(4%) 81,847.37
Grand Total 2,394,035.53

Page 3 canteen estimate

 Laljhadi Rural Municipality
Office of Rural Municipality Executive
Sudurpaschim Province
Laljhadi, Kanchanpur
Project Name: DPR preparation of children Park
Location: Laljhadi-05, kanchanpur
Detail Quantity Estimate( Swimming Pool)
S.N. DESCRIPTION NO. LENGTH(m)
BREADTH(m)
HEIGHT(m) TOTAL UNIT
1 Earth Work Excavation
swimming pool
Left Portion Swimming Pool(Lvl -1.4m) 1 area= 77.36 1.825 141.18
Righ Portion Swimming Pool(Lvl -0.6m) 1 area= 31.59 1.050 33.17
Top portion swimming pool(-0.47m) 1 area= 4.05 0.795 3.22

Footway 1 area= 36.40 0.225 8.19

Total of Earth Work Excavation 185.76 cu.m
2 Earth Back Filling
Backfilling Works upto GL with excavated soil
Total Earthwork in Backfilling upto GL with excavated soil(25% of excavation) 46.44 cu.m
3 Boulder Soling
swimming pool
Left Portion Swimming Pool(Lvl -1.4m) 1 area= 77.36 0.150 11.60
Righ Portion Swimming Pool(Lvl -0.6m) 1 area= 31.59 0.150 4.74
Top portion swimming pool(-0.47m) 1 area= 4.05 0.150 0.61
Footway 1 area= 36.40 0.150 5.46

Total of Boulder Soling 22.41 cu.m

CONCRETE WORKS
4 P.C.C.(1:3:6) Works
swimming pool
Left Portion Swimming Pool(Lvl -1.4m) 1 area= 77.36 0.075 5.80
Righ Portion Swimming Pool(Lvl -0.6m) 1 area= 31.59 0.075 2.37
Top&bottom portion swimming pool(-0.47m) 1 area= 4.05 0.075 0.30
Footway 1 area= 36.40 0.075 2.73

Total of P.C.C M10.(1:3:6) Works 11.20 cu.m

5 P.C.C For R.C.C. Works(M20)
Lower tie Beam
Perimeter of Swimming pool 1 42.51 0.25 0.200 2.13
Mid-Portion of Swimming pool 1 8.00 0.25 0.200 0.40

Sill Beam
Perimeter of building 1 42.51 0.25 0.200 2.13
Mid portion of swimming pool 1 8.00 0.25 0.200 0.40
Top portion of swimming pool 1 4.00 0.25 0.200 0.20

swimming pool slab

Left Portion Swimming Pool(Lvl -1.4m) 1 area= 77.36 0.200 15.47
Righ Portion Swimming Pool(Lvl -0.6m) 1 area= 31.59 0.200 6.32
Top portion swimming pool(-0.47m) 1 area= 4.05 0.200 0.81

Total of RCC Workd(M20) 27.86 cu.m

6 Steel Reinforcement from BBS 2,037.74
2,037.74 Kg
Total of Steel Reinforcement 2.04 Tons
7 Formworks
Lower tie Beam
Perimeter of Swimming pool 1 42.51 0.25 0.200 21.26
Mid-Portion of Swimming pool 1 8.00 0.25 0.200 4.00
Top portion of swimming pool 1 4.00 0.25 0.200 2.00
Total of Formworks 27.26 sq.m
8 Full Brick Works in 1:4 C/S
Left portion of swimming pool circular wall 1.00 27.51 0.23 0.850 5.38
Right portion of swimming pool circular wall 1.00 15.00 0.23 0.500 1.73
Perpendicular wall 1 8.00 0.23 0.340 0.63
Top portion of swimming pool 1 4.00 0.23 0.220 0.20
Total of Full Brick Works in 1:4 C/S 7.94 cu.m
9 Cement Punning Works
swimming pool
Left Portion Swimming Pool(Lvl -1.4m) 1 area= 77.36 77.36
Righ Portion Swimming Pool(Lvl -0.6m) 1 area= 31.59 31.59

Page 4 of 209
S.N. DESCRIPTION NO. LENGTH(m)BREADTH(m)
HEIGHT(m) TOTAL UNIT
Top portion swimming pool(-0.47m) 1 area= 4.05 4.05
Footway 1 area= 36.40 36.40

Total of Cement Punning Works 149.40 sq.m

10 PLASTER/PAINTING WORKS
Perimeter of Swimming pool
Left Portion 1 27.51 1.100 30.26
Right portion 1 15.00 0.750 11.25
Perpendicular wall 1.00 8.00 0.590 4.72
Top part of pool 1.00 4.00 0.470 1.88
Total Plaster works 48.11 sq.m

11 Blue non-skid Tiling Works on Base

Surface, Vertical Wall & Footway as
complete in drawing on the
supervision of site engineer
Base Surface
Left Portion Swimming Pool(Lvl -1.4m) 1 area= 77.36 77.36
Righ Portion Swimming Pool(Lvl -0.6m) 1 area= 31.59 31.59
Top&bottom portion swimming pool(-
0.47m) 1 area= 4.05 4.05
Footway 1 area= 36.40 36.40

Vertical Surface
Left portion of swimming pool circular wall 1 27.51 1.100 30.261
Right portion of swimming pool circular wall 1 15.00 0.750 11.25
Perpendicular wall 1 8.00 0.590 4.72
Top portion of swimming pool 1 4.00 0.470 1.88

TOTAL TILING WORKS 197.51 sq.m

Piping works( PVC pipe -Overflow

pipe, Fill tube and emergency
12 washout pipe etc.)
50mm PVC Pipe 1 3.35 3.35 Rm

Page 5 of 209
 Government of Nepal
Ministry of Education, Science and Technology
Center for Education and Human Resource Development
Sanothimi, Bhaktapur
Project Name: Conduct Detailed Assessment of the Educational and Physical Infrastructure of
the Proposed Model School, and Prepare School-Specific Multi-Year Coasted Master Plan
###
Location:Laljhadi-05, Kanchanpur
Type of Job: Electrification Works
Ite
Total Amount
m Description of Works Unit Rate Remarks
Quantity (NPR)
No.
A Panel & Distribution Boards
1 Distribution board
Distribution board 12 way SPN made of mild
1.1 steel sheet double cover lockable Geco or Set 4.00 4,358.73 17,434.92
eqvt. Flush type etc all complete
Distribution board 8 way SPN made of mild
1.2 steel sheet double cover lockable Geco or Set 3.00 7,762.85 23,288.55
eqvt. Flush type etc all complete
6-32 Amps SP MCB Geco, North west, ISI or
1.4 Nos 30.00 379.50 11,385.00
eqvt. For light and power supply
6-32 Amps DP MCB Siemens, Geco,Legrend
1.5 Nos 6.00 1,238.43 7,430.58
or eqvt. For main
B Mains,Sub-Mains,Cables & Wires - -
(2*6+1*1.5) sq.mm multistrand flexible cu
1 wire for main in 3/4" HDPE polythene pipe Rm 12.80 250.00 3,200.00
from sub DB to DB etc, all complete
C CIRCUIT CUM POINT WIRING - -
General Service Light/Fan/Exhaust Fan/
Call bell Point Wiring
Supply,installation,testing and commissioning
of light point /fan point wiring from DB to
various points with 2.5 sqmm multistrand
flexible cu wire through 1/2" internal dia
1 Point 108.00 900.00 97,200.00
HDPE conduit concealed via junction box and
switch as per drawing and specification
including cost of circular box and junction box
and switch. Notes : 1)
Average lenght per point = 12.5m
Approximately
2 Power Socket Point Wiring - -

Supply and installation of 16A universal power

socket point wiring with 2*4+1*1.5 sq mm
multistraned copper wires through pvc listy or
3/4" internal dia HDPE conduit concealed
Point 36.00 620.55 22,339.80
from DB to various points, junction box as per
drawing and specification.
[Note : Average lenght per point =
12.5 m Approximately ]

D Switch Socket Outlets -

Supply,installation,interconnection,testing
and commissioning of following type of switch
socket including metal box ,screws ,gripes - -
clamp, regulator,flexible wire to be installed
in specified location and height all complete.

3S-12CR-Acedemic Page6of209 ABS-Quantity(electrical)

Ite
Total Amount
m Description of Works Unit Rate Remarks
Quantity (NPR)
No.
1 gang 1 way switch North west type eqvt.etc
1 Nos 1.00 512.31 512.31
all complete.
1 gang 2 way switch North west type eqvt.etc
2 Nos 4.00 521.04 2,084.16
all complete.
4 gang 1 way switch North west type eqvt.etc
5 Nos 3.00 831.47 2,494.41
all complete.
6 gang 1 way switch North west type eqvt.etc
6 Nos 15.00 1,056.99 15,854.85
all complete.
16/6 Amps combined S/socket flush type
7 Nos 36.00 920.66 33,143.76
north west type or eqvt
E Light Fixtures/ Fan and Accessories - -

Supply, storing,assembling,installation,testing
and commissioning of wall/ceiling ,
surface/recessed,suspended types CFL/LED
1 - -
lighting fixtures including lamp,power factor
improvement capacitor,electronics ballast,
controle gear, LED driver etc

1.1 LED Light Bulb Ge or eqvt. Set 36.00 783.00 28,188.00

Dome light 8" with CFL Heavy carrier
1.2 Set 36.00 577.73 20,798.28
decorative
Supply, or ISI eqvt. Etc all complete
installation,interconnection,testing and
commisioning and putting into operation
of following size of sweep
F - -
ceiling/exhaust fans as per drawing
specification including the adjustment
hanging rod and louvers for exhaust fan
as required.
42'' ceiling fan Almonard/Bajaj or eqvt.etc all
1.1 Set 48.00 5,224.20 250,761.60
complete.
G Main Distribution panels - -
Supply Installation and testing of main control
panel out door ,wall mounting type, dust and
vermin proof made of 16 SWG mild steel
sheet cubical with type, dust and vermin
1 -
proof made of 16 SWG mild steel sheet
cubical with double cover and locking
arrangement as per drawing, specification
and instruction with following
60/100 Main Panel board made of mild steel
sheet double cover floor mount suitable color
1.1 push type lock suitable size for housing the set 1.00 5,523.57 5,523.57
following items, all complete.12''*36"*48"
size(space for 5 no MCCB)
60 TP MCCB Siemens,Ge,Legrand or eqvt. for
1.2 set 1.00 9,000.00 9,000.00
incoming for sub panel board.
20-30-40 DP MCB Siemens,Ge,Legrand or
1.3 set 3.00 9,600.00 28,800.00
eqvt. for outgoing for sub panel board.
1.4 Voltmeter 0-500 v with selector switch set 1.00 2,172.01 2,172.01
1.5 Indicator lamp with fuse. set 4.00 427.57 1,710.28
1.6 Ammeter 0-500 A with selector switch set 1.00 1,874.73 1,874.73
1.7 Selector switch set 1.00 885.50 885.50
1.8 CT coil of suitable ratio set 4.00 2,188.45 8,753.80
16 A TP 25 KA MCB Siemens,Ge,Legrand or
1.9 set 1.00 1,750.00 1,750.00
eqvt. for motor pump.
H Earthing & Lighting Protection - -

3S-12CR-Acedemic Page7of209 ABS-Quantity(electrical)

Ite
Total Amount
m Description of Works Unit Rate Remarks
Quantity (NPR)
No.
Earthing with cu plate size 65 cm x 65 cm
x3.15 mm with G.N. 8 cu wire for earth
continuity from panel board to earthing site
1 all complete with necessary accessories: Set 1.00 11,500.00 11,500.00
salt,coal,cu plate,HDEP polythene pipe etc) as
per specification and instruction of site
engineer.
Supply , installation & testing of Air
Termination Unit of 2m long solid copper rod
2 Set 1.00 8,500.00 8,500.00
of 16mm dia. to be mount on the roof of the
building.
Supply , installation & testing of 25mmx3.15
mm copper strip for horizontal
3 Rm. 12.80 1,600.00 20,480.00
conductor ,duly brazed to lightning arrester &
to be laid on roof of the building .
Supply , installation & testing of 25x3.15 Sq.
mm copper strip for down conductor ,duly
4 brazed to horizontal conductor & to be Rm. 12.80 1,600.00 20,480.00
clamp from horizontal conductor to the test
point of the earthing.
Sub Total ###
5% for Transportation Charge 32,877.31
Total ###

3S-12CR-Acedemic Page8of209 ABS-Quantity(electrical)

Err:508
Location: Laljhadi-05, Kanchanpur
DETAIL ESTIMATE (4-Com-27)
Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
A CIVIL WORKS
1 Site Clearance and Layout
For main building 1.00 26.000 26.000 17.000 442.000
Total Site Clearance Work 442.000 Sq.m
2 Earthwork in Excavation
Foundation for footing of column
F1 4.00 3.100 12.400 3.100 2.025 77.841
F2 1.00 4.250 4.250 4.250 2.025 36.576
F3 3.00 3.900 11.700 3.900 2.025 92.400
F4 2.00 3.500 7.000 3.500 2.025 49.612
CF1 2.00 5.250 10.500 4.000 2.025 85.050
CF2 1.00 7.400 7.400 4.900 2.025 73.426
CF3 1.00 7.400 7.400 4.600 2.025 68.931
CF4 1.00 7.400 7.400 4.300 2.025 64.435
For Foundation Beam
Along Grid A-A 1.00 4.940 4.940 0.450 1.625 3.612
Along Grid B-B 1.00 1.815 1.815 0.450 1.475 1.204
Along Grid C-C 1.00 2.190 2.190 0.450 1.525 1.502
Along Grid D-D 1.00 2.190 2.190 0.450 1.525 1.502
Along Grid E-E 1.00 4.940 4.940 0.450 1.625 3.612
Along Grid 1-1 1.00 10.220 10.220 0.450 1.625 7.473
Along Grid 2-2 1.00 6.420 6.420 0.450 1.575 4.550
Along Grid 3-3 1.00 6.420 6.420 0.450 1.575 4.550
Along Grid 4-4 1.00 9.070 9.070 0.450 1.625 6.632
Outside Grid 4-4 1.00 23.705 23.705 0.600 0.745 10.596
Ramp support wall 1.00 12.800 12.800 0.600 0.600 4.608
1.00 7.400 7.400 0.600 0.600 2.664
Outside building
Stair near front lobby 1.00 4.130 4.130 0.600 0.225 0.557
Stair at backside of building 3.00 2.000 6.000 0.600 0.225 0.810
Stair nearlobby outside headmaster's
1.00 2.525 2.525 0.600 0.225 1.515
room
Foundation of flower bed
Flower bed at backside of building
Flower bed 1 1.00 3.310 3.310 0.230 0.425 0.323
Flower bed 2 1.00 6.075 6.075 0.230 0.425 0.593
Flower bed near ramp 1.00 10.160 10.160 0.230 0.425 0.993
Total earthwork in excavation 605.567 Cu.m

3 Earthback Filling
Filling Upto Ground Level
For Footing of column
F1 4.00 3.100 12.400 3.100 1.800 69.192
F2 1.00 4.250 4.250 4.250 1.800 32.512
F3 3.00 3.900 11.700 3.900 1.800 82.134
F4 2.00 3.500 7.000 3.500 1.800 44.100
CF1 2.00 5.250 10.500 4.000 1.800 75.600
CF2 1.00 7.400 7.400 4.900 1.800 65.268
CF3 1.00 7.400 7.400 4.600 1.800 61.272
CF4 1.00 7.400 7.400 4.300 1.800 57.276
Foundation of beam and wall
Along Grid A-A 1.00 4.940 4.940 0.450 1.625 3.612
Along Grid B-B 1.00 1.815 1.815 0.450 1.475 1.204
Along Grid C-C 1.00 2.190 2.190 0.450 1.525 1.502
Along Grid D-D 1.00 2.190 2.190 0.450 1.525 1.502
Along Grid E-E 1.00 4.940 4.940 0.450 1.625 3.612
Along Grid 1-1 1.00 10.220 10.220 0.450 1.625 7.473
Along Grid 2-2 1.00 6.420 6.420 0.450 1.575 4.550
Along Grid 3-3 1.00 6.420 6.420 0.450 1.575 4.550

Araniko S.S. Page9of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 4-4 1.00 9.070 9.070 0.450 1.625 6.632
Filling in floor
Room between Grid A-A and B-B 1.00 12.390 12.390 6.230 0.275 21.227
Room between Grid B-B and C-C 1.00 12.390 12.390 6.230 0.275 21.227
Room between Grid C-C and D-D 1.00 12.390 12.390 4.330 0.275 14.753
Room between Grid D-D and E-E 1.00 12.390 12.390 6.230 0.275 21.227
Outside Grid 4-4 1.00 19.690 19.690 1.635 0.275 8.853
Floor of ramp 2.00 5.420 10.840 1.000 0.163 1.766
Deduction for RCC part in footing
F1,Rectangular Section -4.00 3.100 -12.400 3.100 0.200 -7.688
F1, Trapazoidal Section -4.00 3.100 3.100 0.950 0.200 -4.204
F2,Rectangular Section -1.00 4.250 -4.250 4.250 0.300 -5.418
F2, Trapazoidal Section -1.00 4.250 4.250 0.950 0.300 -2.844
F3,Rectangular Section -3.00 3.900 -11.700 3.900 0.275 -12.548
F3, Trapazoidal Section -3.00 3.900 3.900 0.980 0.275 -6.669
F4,Rectangular Section -2.00 3.500 -7.000 3.500 0.250 -6.125
F4, Trapazoidal Section -2.00 3.500 3.500 0.950 0.250 -3.288
CF1 -2.00 5.250 -10.500 4.000 0.450 -18.900
CF2 -1.00 7.400 -7.400 4.900 0.600 -21.756
CF3 -1.00 7.400 -7.400 4.600 0.600 -20.424
CF4 -1.00 7.400 -7.400 4.300 0.600 -19.092
Deduction for soling portion
Along Grid A-A -1.00 7.340 -7.340 0.300 0.150 -0.330
Along Grid B-B -1.00 5.190 -5.190 0.300 0.150 -0.233
Along Grid C-C -1.00 5.190 -5.190 0.300 0.150 -0.233
Along Grid D-D -1.00 5.190 -5.190 0.300 0.150 -0.233
Along Grid E-E -1.00 7.340 -7.340 0.300 0.150 -0.330
Along Grid 1-1 -1.00 21.420 -21.420 0.300 0.150 -0.963
Along Grid 2-2 -1.00 9.720 -9.720 0.300 0.150 -0.437
Along Grid 3-3 -1.00 9.720 -9.720 0.300 0.150 -0.437
Along Grid 4-4 -1.00 21.420 -21.420 0.300 0.150 -0.963
Deduction for PCC portion
Along Grid A-A -1.00 7.340 -7.340 0.300 0.075 -0.165
Along Grid B-B -1.00 5.190 -5.190 0.300 0.075 -0.116
Along Grid C-C -1.00 5.190 -5.190 0.300 0.075 -0.116
Along Grid D-D -1.00 5.190 -5.190 0.300 0.075 -0.116
Along Grid E-E -1.00 7.340 -7.340 0.300 0.075 -0.165
Along Grid 1-1 -1.00 21.420 -21.420 0.300 0.075 -0.481
Along Grid 2-2 -1.00 9.720 -9.720 0.300 0.075 -0.218
Along Grid 3-3 -1.00 9.720 -9.720 0.300 0.075 -0.218
Along Grid 4-4 -1.00 21.420 -21.420 0.300 0.075 -0.481
Deduction for foundation beam
Along Grid A-A -1.00 9.960 -9.960 0.300 0.350 -1.045
Along Grid B-B -1.00 9.860 -9.860 0.300 0.350 -1.035
Along Grid C-C -1.00 9.860 -9.860 0.300 0.350 -1.035
Along Grid D-D -1.00 9.860 -9.860 0.300 0.350 -1.035
Along Grid E-E -1.00 9.960 -9.960 0.300 0.350 -1.045
Along Grid 1-1 -1.00 22.420 -22.420 0.300 0.350 -2.354
Along Grid 2-2 -1.00 22.270 -22.270 0.300 0.350 -2.338
Along Grid 3-3 -1.00 22.270 -22.270 0.300 0.350 -2.338
Along Grid 4-4 -1.00 22.120 -22.120 0.300 0.350 -2.322
Deduction for toe wall
Along Grid A-A -1.00 11.940 -11.940 0.230 1.050 -2.883
Along Grid B-B -1.00 11.765 -11.765 0.230 0.900 -2.435
Along Grid C-C -1.00 11.765 -11.765 0.230 0.950 -2.570
Along Grid D-D -1.00 11.765 -11.765 0.230 0.950 -2.570
Along Grid E-E -1.00 11.940 -11.940 0.230 1.050 -2.883
Along Grid 1-1 -1.00 22.270 -22.270 0.230 1.050 -5.378

Araniko S.S. Page10of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 2-2 -1.00 22.270 -22.270 0.230 1.000 -5.122
Along Grid 3-3 -1.00 22.270 -22.270 0.230 1.000 -5.122
Along Grid 4-4 -1.00 22.120 -22.120 0.230 1.050 -5.341
Deduction For Column upto GL
Column(450*450) -8.00 0.450 -3.600 0.450 1.350 -2.187
Column(500*500) -9.00 0.500 -4.500 0.500 1.350 -3.037
Column(550*550) -3.00 0.550 -1.650 0.550 1.350 -1.225
Total Filling Work 420.553 Cu.m

4 Brick/Stone soling
4.1 Flat Brick Soling
Floors
Room between Grid A-A and B-B 1.00 12.390 12.390 6.230 77.189
Room between Grid B-B and C-C 1.00 12.390 12.390 6.230 77.189
Room between Grid C-C and D-D 1.00 12.390 12.390 4.330 53.648
Room between Grid D-D and E-E 1.00 12.390 12.390 6.230 77.189
Outside Grid 4-4 1.00 19.690 19.690 1.635 32.193
Floor of ramp 2.00 5.420 10.840 1.000 10.840
Flat Brick Soling 328.248 Sq.m

4.2 Boulder Soling

For Footing of column
F1 4.00 3.100 12.400 3.100 0.150 5.766
F2 1.00 4.250 4.250 4.250 0.150 2.709
F3 3.00 3.900 11.700 3.900 0.150 6.844
F4 2.00 3.500 7.000 3.500 0.150 3.675
CF1 2.00 5.250 10.500 4.000 0.150 6.300
CF2 1.00 7.400 7.400 4.900 0.150 5.439
CF3 1.00 7.400 7.400 4.600 0.150 5.106
CF4 1.00 7.400 7.400 4.300 0.150 4.773
For Foundation Beam
Along Grid A-A 1.00 7.340 7.340 0.300 0.150 0.330
Along Grid B-B 1.00 5.190 5.190 0.300 0.150 0.233
Along Grid C-C 1.00 5.190 5.190 0.300 0.150 0.233
Along Grid D-D 1.00 5.190 5.190 0.300 0.150 0.233
Along Grid E-E 1.00 7.340 7.340 0.300 0.150 0.330
Along Grid 1-1 1.00 21.420 21.420 0.300 0.150 0.963
Along Grid 2-2 1.00 9.720 9.720 0.300 0.150 0.437
Along Grid 3-3 1.00 9.720 9.720 0.300 0.150 0.437
Along Grid 4-4 1.00 21.420 21.420 0.300 0.150 0.963
Between Grid A-A and B-B 1.00 3.835 3.835 0.230 0.150 0.132
Between Grid D-D and E-E 1.00 7.630 7.630 0.230 0.150 0.263
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.230 0.150 0.217
Partition wall between Account room
1.00 3.380 3.380 0.230 0.150 0.116
and Exam room
Outside Grid 4-4 1.00 19.920 19.920 0.350 0.150 1.045
Wall on side of door 2.00 3.835 7.670 0.230 0.150 0.264
Boys Toilet
Partition wall of boys toilet 1.00 5.300 5.300 0.230 0.150 0.795
5.00 1.500 7.500 0.230 0.150 1.125
Partition wall of urinal 1.00 3.325 3.325 0.230 0.150 0.498
Wall of disabled toilet 1.00 4.50 4.500 0.230 0.150 0.675
Girls Toilet
Partition wall of girls toilet 1.00 5.200 5.200 0.230 0.150 0.780
4.00 1.500 6.000 0.230 0.150 0.900
Partition wall of urinal 1.00 5.540 5.540 0.230 0.150 0.831
Wall of WC of teachers 1.00 2.360 2.360 0.230 0.150 0.354
Ramp support wall 2.00 16.000 32.000 0.350 0.150 1.680
Outside building
Stair near front lobby 1.00 4.130 4.130 0.230 0.150 0.142
Stair at backside of building 3.00 2.000 6.000 0.230 0.150 0.207
Stair nearlobby outside headmaster's
1.00 2.525 2.525 0.230 0.150 0.580
room

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Foundation of flower bed
Flower bed at backside of building
Flower bed 1 1.00 3.310 3.310 0.230 0.150 0.114
Flower bed 2 1.00 6.075 6.075 0.230 0.150 0.209
Flower bed near ramp 1.00 10.160 10.160 0.230 0.150 0.350
Total stone soling work 56.048 Cu.m

5 Sand Filling
Floors
Room between Grid A-A and B-B 1.00 12.390 12.390 6.230 0.100 7.718
Room between Grid B-B and C-C 1.00 12.390 12.390 6.230 0.100 7.718
Room between Grid C-C and D-D 1.00 12.390 12.390 4.330 0.100 5.364
Room between Grid D-D and E-E 1.00 12.390 12.390 6.230 0.100 7.718
Outside Grid 4-4 1.00 19.690 19.690 1.635 0.100 3.219
Total Sand Filling Work 31.737 Cu.m

6 500 MICRON POLYTHENE SHEET

Ground Floor
Room between Grid A-A and B-B 1.00 12.390 12.390 6.230 77.189
Room between Grid B-B and C-C 1.00 12.390 12.390 6.230 77.189
Room between Grid C-C and D-D 1.00 12.390 12.390 4.330 53.648
Room between Grid D-D and E-E 1.00 12.390 12.390 6.230 77.189
Outside Grid 4-4 1.00 19.690 19.690 1.635 32.193
Total micron polythene sheet work 317.408 Sq.m

7 Brickwork
Brick Masonry Works in 1:6 C/S
7.1 Cu.m
mortar
Upto Plinth Level
Toe wall between lower and upper tie
beam
Along Grid A-A 1.00 11.940 11.940 0.230 1.050 2.883
Along Grid B-B 1.00 11.765 11.765 0.230 0.900 2.435
Along Grid C-C 1.00 11.765 11.765 0.230 0.950 2.570
Along Grid D-D 1.00 11.765 11.765 0.230 0.950 2.570
Along Grid E-E 1.00 11.940 11.940 0.230 1.050 2.883
Along Grid 1-1 1.00 22.270 22.270 0.230 1.050 5.378
Along Grid 2-2 1.00 22.270 22.270 0.230 1.000 5.122
Along Grid 3-3 1.00 22.270 22.270 0.230 1.000 5.122
Along Grid 4-4 1.00 22.120 22.120 0.230 1.050 5.341
Outside Grid 4-4 1.00 23.705 23.705 0.350 0.300 2.489
1.00 23.705 23.705 0.230 0.450 2.453
Between Grid A-A and B-B 1.00 3.835 3.835 0.230 0.300 0.264
Between Grid D-D and E-E 1.00 7.630 7.630 0.230 0.300 0.526
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.230 0.300 0.434
Partition wall between Account room
1.00 3.380 3.380 0.230 0.300 0.233
and Exam room
Boys Toilet
Partition wall of boys toilet 1.00 5.300 5.300 0.230 0.300 1.590
5.00 1.500 7.500 0.230 0.300 2.250
Partition wall of urinal 1.00 3.325 3.325 0.230 0.300 0.997
Wall of disabled toilet 1.00 4.50 4.500 0.230 0.300 1.350
Girls Toilet
Partition wall of girls toilet 1.00 5.200 5.200 0.230 0.300 1.560
4.00 1.500 6.000 0.230 0.300 1.800
Partition wall of urinal 1.00 5.540 5.540 0.230 0.300 1.662
Wall of WC of teachers 1.00 2.360 2.360 0.230 0.300 0.708
Outside building
Stair near front lobby
Step I 1.00 4.400 4.400 0.600 0.150 0.396
Step II 1.00 4.400 4.400 0.300 0.150 0.198
Stair at backside of building
Stair
Step I 3.00 2.000 6.000 0.600 0.150 0.540

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Step II 3.00 2.000 6.000 0.300 0.150 0.270
Stair nearlobby outside headmaster's
room
Step I 1.00 2.525 2.525 0.600 0.150 0.378
Step II 1.00 2.525 2.525 0.300 0.150 0.757
Ramp support wall
Step I 2.00 12.800 25.600 0.350 0.450 4.032
Step II 2.00 10.800 21.600 0.230 0.225 1.117
Foundation of flower bed
Flower bed at backside of building
Flower bed 1 1.00 3.310 3.310 0.230 0.300 0.228
Flower bed 2 1.00 6.075 6.075 0.230 0.300 0.419
Flower bed near ramp 1.00 10.160 10.160 0.230 0.300 0.701
Total 1:6 B/W upto plinth level 61.656 Cu.m

Brick Masonry Works in 1:4 C/S

7.2 Cu.m
mortar
Ground Floor
Along Grid A-A 1.00 10.190 10.190 0.230 2.450 5.742
Along Grid B-B 1.00 9.430 9.430 0.230 2.450 5.313
Along Grid C-C 1.00 9.835 9.835 0.230 2.450 5.542
Along Grid D-D 1.00 7.495 7.495 0.230 2.450 4.223
Along Grid E-E 1.00 11.940 11.940 0.230 2.450 6.728
Along Grid 1-1 1.00 18.140 18.140 0.230 2.450 10.221
Along Grid 2-2 1.00 18.140 18.140 0.230 2.450 10.221
Along Grid 3-3 1.00 6.030 6.030 0.230 2.450 3.397
Along Grid 4-4 1.00 16.315 16.315 0.230 2.450 9.193
Between Grid A-A and B-B 1.00 3.835 3.835 0.230 2.875 2.535
Between Grid D-D and E-E 1.00 7.630 7.630 0.230 2.875 5.045
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.230 2.875 4.165
Partition wall between Account room
1.00 3.380 3.380 0.230 2.875 2.235
and Exam room
Outside Grid 4-4 1.00 6.300 6.300 0.230 2.875 4.165
Wall on side of door 2.00 3.835 7.670 0.230 1.200 2.116
Deduction for openings
W1(1800*1200) -9.00 1.800 -16.200 0.230 1.200 -4.471
W2(1800*1750) -1.00 1.800 -1.800 0.230 1.750 -0.724
W3(2100*875) -1.00 2.100 -2.100 0.230 0.875 -0.422
V1(600*600) -2.00 0.600 -1.200 0.230 0.600 -0.165
V2(2400*600) -2.00 2.400 -4.800 0.230 0.600 -0.662
V3(1000*600) -1.00 1.000 -1.000 0.230 0.600 -0.138
DW1(2000*2450) -1.00 2.000 -2.000 0.230 2.450 -1.127
D2(1500*2450) -1.00 1.500 -1.500 0.230 2.450 -0.845
D3(1000*2450) -3.00 1.000 -3.000 0.230 2.450 -1.690
D4(750*2100) -1.00 0.750 -0.750 0.230 2.100 -0.362
D5(1100*2450) -5.00 1.100 -5.500 0.230 2.450 -3.099
D6(1200*2450) -1.00 1.200 -1.200 0.230 2.450 -0.676
66.460 Cu.m
First Floor
Along Grid A-A 1.00 11.940 11.940 0.230 2.450 6.728
Along Grid B-B 1.00 9.835 9.835 0.230 2.450 5.542
Along Grid C-C 1.00 9.835 9.835 0.230 2.450 5.542
Along Grid D-D 1.00 9.835 9.835 0.230 2.450 5.542
Along Grid E-E 1.00 11.940 11.940 0.230 2.450 6.728
Along Grid 1-1 1.00 22.420 22.420 0.230 2.450 12.633
Along Grid 2-2 1.00 22.270 22.270 0.230 2.450 12.549
Along Grid 3-3 1.00 22.270 22.270 0.230 2.450 12.549
Along Grid 4-4 1.00 22.120 22.120 0.230 2.450 12.464
Deduction for openings
W1(1800*1200) -13.00 1.800 -23.400 0.230 1.200 -6.458
W2(1800*1750) -2.00 1.800 -3.600 0.230 1.750 -1.449
W3(2100*875) -1.00 2.100 -2.100 0.230 0.875 -0.422

Araniko S.S. Page13of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
D3(1000*2450) -1.00 1.000 -1.000 0.230 2.450 -0.563
D5(1100*2450) -13.00 1.100 -14.300 0.230 2.450 -8.058
63.327 Cu.m
Second Floor
Along Grid A-A 1.00 11.940 11.940 0.230 2.450 6.728
Along Grid B-B 1.00 9.835 9.835 0.230 2.450 5.542
Along Grid C-C 1.00 9.835 9.835 0.230 2.450 5.542
Along Grid D-D 1.00 9.835 9.835 0.230 2.450 5.542
Along Grid E-E 1.00 11.940 11.940 0.230 2.450 6.728
Along Grid 1-1 1.00 22.420 22.420 0.230 2.450 12.633
Along Grid 2-2 1.00 22.270 22.270 0.230 2.450 12.549
Along Grid 3-3 1.00 22.270 22.270 0.230 2.450 12.549
Along Grid 4-4 1.00 22.120 22.120 0.230 2.450 12.464
Deduction for openings
W1(1800*1200) -13.00 1.800 -23.400 0.230 1.200 -6.458
W2(1800*1750) -2.00 1.800 -3.600 0.230 1.750 -1.449
W3(2100*875) -1.00 2.100 -2.100 0.230 0.875 -0.422
D5(1100*2450) -13.00 1.100 -14.300 0.230 2.450 -8.058
63.890 Cu.m
Third Floor
Along Grid A-A 1.00 11.940 11.940 0.230 2.550 7.002
Along Grid B-B 1.00 9.835 9.835 0.230 2.550 5.768
Along Grid C-C 1.00 9.835 9.835 0.230 2.550 5.768
Along Grid D-D 1.00 9.835 9.835 0.230 2.550 5.768
Along Grid E-E 1.00 11.940 11.940 0.230 2.550 7.002
Along Grid 1-1 1.00 22.420 22.420 0.230 2.550 13.149
Along Grid 2-2 1.00 22.270 22.270 0.230 2.550 13.061
Along Grid 3-3 1.00 22.270 22.270 0.230 2.550 13.061
Along Grid 4-4 1.00 22.120 22.120 0.230 2.550 12.973
Deduction for openings
W1(1800*1200) -13.00 1.800 -23.400 0.230 1.200 -6.458
W2'(1800*1850) -13.00 1.800 -23.400 0.230 1.850 -9.956
W3'(2100*975) -1.00 2.100 -2.100 0.230 0.975 -0.470
D5'(1100*2550) -13.00 1.100 -14.300 0.230 2.550 -8.386
58.282 Cu.m
Fourth Floor
Along Grid B-B 1.00 6.835 6.835 0.230 2.550 4.008
Along Grid C-C 1.00 6.835 6.835 0.230 2.550 4.008
Along Grid D-D 1.00 6.835 6.835 0.230 2.550 4.008
Along Grid 2-2 1.00 10.160 10.160 0.230 2.550 5.958
Along Grid 4-4 1.00 10.060 10.060 0.230 2.550 5.900
Deduction for openings
W1(1800*1200) -5.00 1.800 -9.000 0.230 1.200 -2.484
D5'(1100*2550) -2.00 1.100 -2.200 0.230 2.550 -1.290
20.108 Cu.m
Total 1:4 B/W above plinth level 272.067 Cu.m

7.3 Half Brick Works (1:4c/s) mortar Sq.m

Ground Floor
Boys Toilet
Partition wall of boys toilet 1.00 5.300 5.300 2.600 13.780
5.00 1.500 7.500 2.600 19.500
Partition wall of urinal 1.00 3.325 3.325 1.500 4.987
Wall of disabled toilet 1.00 4.50 4.500 2.600 11.700
Girls Toilet
Partition wall of girls toilet 1.00 5.200 5.200 2.600 13.520
4.00 1.500 6.000 2.600 15.600
Partition wall of urinal 1.00 5.540 5.540 1.500 8.310
Wall of WC of teachers 1.00 2.360 2.360 2.875 6.785
Niche 2.00 1.800 3.600 1.550 5.580

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
D4(750*2100) -11.00 1.000 -11.000 2.100 -23.100
Outside building
Flower bed at backside of building
Flower bed 1 1.00 3.310 3.310 0.450 1.489
Flower bed 2 1.00 6.075 6.075 0.450 2.733
Flower bed near ramp 1.00 10.160 10.160 0.450 4.572
85.456 Sq.m
First Floor
Wall of WC 1.00 2.815 2.815 2.875 8.093
Niche 4.00 1.800 7.200 1.550 11.160
19.253 Sq.m
second Floor
Niche 4.00 1.800 7.200 1.550 11.160
11.160 Sq.m
Third Floor
Niche 4.00 1.800 7.200 1.650 11.880
11.880 Sq.m
Fourth Floor
Niche 1.00 1.800 1.800 1.650 2.970
Parapet wall 1.00 51.870 51.870 0.600 31.122 Sq.m
Roof Top
Parapet wall 1.00 34.110 34.110 0.600 20.466 Sq.m
Total 1:4 B/W half brick work 179.337 Sq.m

8 PCC and RCC Work

8.1 M10 (1:3:6)
Foundation
For Footing of column
F1 4.00 3.100 12.400 3.100 0.075 2.883
F2 1.00 4.250 4.250 4.250 0.075 1.354
F3 3.00 3.900 11.700 3.900 0.075 3.422
F4 2.00 3.500 7.000 3.500 0.075 1.837
CF1 2.00 5.250 10.500 4.000 0.075 3.150
CF2 1.00 7.400 7.400 4.900 0.075 2.719
CF3 1.00 7.400 7.400 4.600 0.075 2.553
CF4 1.00 7.400 7.400 4.300 0.075 2.386
For Foundation Beam
Along Grid A-A 1.00 7.340 7.340 0.300 0.150 0.330
Along Grid B-B 1.00 5.190 5.190 0.300 0.150 0.233
Along Grid C-C 1.00 5.190 5.190 0.300 0.150 0.233
Along Grid D-D 1.00 5.190 5.190 0.300 0.150 0.233
Along Grid E-E 1.00 7.340 7.340 0.300 0.150 0.330
Along Grid 1-1 1.00 21.420 21.420 0.300 0.150 0.963
Along Grid 2-2 1.00 9.720 9.720 0.300 0.150 0.437
Along Grid 3-3 1.00 9.720 9.720 0.300 0.150 0.437
Along Grid 4-4 1.00 21.420 21.420 0.300 0.150 0.963
Between Grid A-A and B-B 1.00 3.835 3.835 0.230 0.150 0.132
Between Grid D-D and E-E 1.00 7.630 7.630 0.230 0.150 0.263
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.230 0.150 0.217
Partition wall between Account room
1.00 3.380 3.380 0.230 0.150 0.116
and Exam room
Outside Grid 4-4 1.00 19.920 19.920 0.230 0.150 0.687
Wall on side of door 2.00 3.835 7.670 0.230 0.150 0.264
Boys Toilet
Partition wall of boys toilet 1.00 5.300 5.300 0.230 0.150 0.795
5.00 1.500 7.500 0.230 0.150 1.125
Wall of disabled toilet 1.00 4.50 4.500 0.230 0.150 0.675
Girls Toilet
Partition wall of girls toilet 1.00 5.200 5.200 0.230 0.150 0.780
4.00 1.500 6.000 0.230 0.150 0.900
Wall of WC of teachers 1.00 2.360 2.360 0.230 0.150 0.354
Ramp support wall 2.00 16.000 32.000 0.350 0.075 0.840
Outside building

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Stair near front lobby 1.00 7.960 7.960 0.230 0.075 0.137
Lobby at backside of building 3.00 2.000 6.000 0.230 0.075 0.103
Stair nearlobby outside headmaster's
1.00 2.525 2.525 0.230 0.075 0.580
room
Foundation of flower bed
Flower bed at backside of building
Flower bed 1 1.00 3.310 3.310 0.230 0.075 0.057
Flower bed 2 1.00 6.075 6.075 0.230 0.075 0.104
Flower bed near ramp 1.00 10.160 10.160 0.230 0.075 0.175
Total M10 (1:3:6) PCC 32.767 Cu.m

8.2 M15 (1:2:4)

Floors
Room between Grid A-A and B-B 1.00 12.390 12.390 5.130 0.075 4.767
Room between Grid B-B and C-C 1.00 12.390 12.390 5.130 0.075 4.767
Room between Grid C-C and D-D 1.00 12.390 12.390 4.330 0.075 4.023
Room between Grid D-D and E-E 1.00 12.390 12.390 5.130 0.075 4.767
Outside Grid 4-4 1.00 19.690 19.690 1.635 0.075 2.414
Floor of ramp 2.00 5.420 10.840 1.000 0.075 0.813
Total M15 (1:2:4) PCC 21.551 Cu.m

8.3 M20 (1:1.5:3)

For Column footing
F1,Rectangular Section 4.00 3.100 12.400 3.100 0.200 7.688
F1, Trapazoidal Section 4.00 3.100 3.100 0.950 0.200 4.204
F2,Rectangular Section 1.00 4.250 4.250 4.250 0.300 5.418
F2, Trapazoidal Section 1.00 4.250 4.250 0.950 0.300 2.844
F3,Rectangular Section 3.00 3.900 11.700 3.900 0.275 12.548
F3, Trapazoidal Section 3.00 3.900 3.900 0.980 0.275 6.669
F4,Rectangular Section 2.00 3.500 7.000 3.500 0.250 6.125
F4, Trapazoidal Section 2.00 3.500 3.500 0.950 0.250 3.288
CF1 2.00 5.250 10.500 4.000 0.450 18.900
CF2 1.00 7.400 7.400 4.900 0.600 21.756
CF3 1.00 7.400 7.400 4.600 0.600 20.424
CF4 1.00 7.400 7.400 4.300 0.600 19.092
Total RCC for footing 128.956 Cu.m
Column
For Column upto Top Tie Beam
Column(450*450) 8.00 0.450 3.600 0.450 1.800 2.916
Column(500*500) 9.00 0.500 4.500 0.500 1.800 4.050
Column(550*550) 3.00 0.550 1.650 0.550 1.800 1.633
8.599 Cu.m
Ground Floor
Column(450*450) 8.00 0.450 3.600 0.450 3.000 4.860
Column(500*500) 9.00 0.500 4.500 0.500 3.000 6.750
Column(550*550) 3.00 0.550 1.650 0.550 3.000 2.722
14.332 Cu.m
First Floor
Column(450*450) 8.00 0.450 3.600 0.450 3.000 4.860
Column(500*500) 9.00 0.500 4.500 0.500 3.000 6.750
Column(550*550) 3.00 0.550 1.650 0.550 3.000 2.722
14.332 Cu.m
Second Floor
Column(450*450) 8.00 0.450 3.600 0.450 3.000 4.860
Column(500*500) 9.00 0.500 4.500 0.500 3.000 6.750
Column(550*550) 3.00 0.550 1.650 0.550 3.000 2.722
14.332 Cu.m
Third Floor
Column(450*450) 8.00 0.450 3.600 0.450 3.000 4.860
Column(500*500) 9.00 0.500 4.500 0.500 3.000 6.750
Column(550*550) 3.00 0.550 1.650 0.550 3.000 2.722
14.332 Cu.m
Fourth Floor
Short Column(450*450) 8.00 0.450 3.600 0.450 1.150 1.863
Column(500*500) 9.00 0.500 4.500 0.500 3.000 6.750

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Column(550*550) 3.00 0.550 1.650 0.550 3.000 2.722
11.335 Cu.m
Roof Top
Short Column(500*500) 6.00 0.500 3.000 0.500 1.150 1.725
Short Column(550*550) 3.00 0.550 1.650 0.550 1.150 1.043
2.768 Cu.m
Total RCC for column 80.030 Cu.m
Beam
For Foundation Beam
Along Grid A-A 1.00 9.960 9.960 0.300 0.350 1.045
Along Grid B-B 1.00 9.835 9.835 0.300 0.350 1.032
Along Grid C-C 1.00 9.835 9.835 0.300 0.350 1.032
Along Grid D-D 1.00 9.835 9.835 0.300 0.350 1.032
Along Grid E-E 1.00 9.960 9.960 0.300 0.350 1.045
Along Grid 1-1 1.00 22.420 22.420 0.300 0.350 2.354
Along Grid 2-2 1.00 22.270 22.270 0.300 0.350 2.338
Along Grid 3-3 1.00 22.270 22.270 0.300 0.350 2.338
Along Grid 4-4 1.00 22.120 22.120 0.300 0.350 2.322
14.538 Cu.m
For Top Tie Beam
Along Grid A-A 1.00 13.465 13.465 0.350 0.450 2.120
Along Grid B-B 1.00 13.240 13.240 0.350 0.450 2.085
Along Grid C-C 1.00 13.240 13.240 0.350 0.450 2.085
Along Grid D-D 1.00 13.240 13.240 0.350 0.450 2.085
Along Grid E-E 1.00 13.465 13.465 0.350 0.450 2.120
Along Grid 1-1 1.00 22.420 22.420 0.350 0.450 3.531
Along Grid 2-2 1.00 22.270 22.270 0.350 0.450 3.507
Along Grid 3-3 1.00 22.270 22.270 0.350 0.450 3.507
Along Grid 4-4 1.00 22.120 22.120 0.350 0.450 3.483
Outside Grid 4-4 1.00 14.795 14.795 0.230 0.230 0.782
Between Grid A-A and B-B 1.00 3.835 3.835 0.230 0.230 0.202
Between Grid D-D and E-E 1.00 7.630 7.630 0.230 0.230 0.403
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.230 0.230 0.333
Between Account room and Exam room 1.00 3.380 3.380 0.230 0.230 0.178
Boys Toilet
Partition wall of boys toilet 1.00 5.300 5.300 0.230 0.230 1.219
5.00 1.500 7.500 0.230 0.230 1.725
Wall of disabled toilet 1.00 4.50 4.500 0.230 0.230 1.035
Girls Toilet
Partition wall of girls toilet 1.00 5.200 5.200 0.230 0.230 1.196
4.00 1.500 6.000 0.230 0.230 1.380
Wall of WC of teachers 1.00 2.360 2.360 0.230 0.230 0.542
33.518 Cu.m
Ground Floor
Main Beam
Along Grid A-A 1.00 13.465 13.465 0.350 0.425 2.002
Along Grid B-B 1.00 13.265 13.265 0.350 0.425 1.973
Along Grid C-C 1.00 13.265 13.265 0.350 0.425 1.973
Along Grid D-D 1.00 13.265 13.265 0.350 0.425 1.973
Along Grid E-E 1.00 13.465 13.465 0.350 0.425 2.002
Along Grid 1-1 1.00 22.420 22.420 0.350 0.425 3.334
Along Grid 2-2 1.00 22.270 22.270 0.350 0.425 3.312
Along Grid 3-3 1.00 22.270 22.270 0.350 0.425 3.312
Along Grid 4-4 1.00 22.120 22.120 0.350 0.425 3.290

Secondary Beam
Betweeen Grid A-A & B-B 1.00 13.415 13.415 0.230 0.175 0.539
Betweeen Grid B-B & C-C 1.00 13.415 13.415 0.230 0.175 0.539
Betweeen Grid D-D & E-E 1.00 13.415 13.415 0.230 0.175 0.539

Araniko S.S. Page17of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.230 0.175 0.918
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.230 0.175 0.746
26.452 Cu.m
First Floor
Main Beam
Along Grid A-A 1.00 11.940 11.940 0.350 0.425 1.776
Along Grid B-B 1.00 11.765 11.765 0.350 0.425 1.750
Along Grid C-C 1.00 11.765 11.765 0.350 0.425 1.750
Along Grid D-D 1.00 11.765 11.765 0.350 0.425 1.750
Along Grid E-E 1.00 11.940 11.940 0.350 0.425 1.776
Along Grid 1-1 1.00 22.420 22.420 0.350 0.425 3.334
Along Grid 2-2 1.00 22.270 22.270 0.350 0.425 3.312
Along Grid 3-3 1.00 22.270 22.270 0.350 0.425 3.312
Along Grid 4-4 1.00 22.120 22.120 0.350 0.425 3.290

Secondary Beam
Betweeen Grid A-A & B-B 1.00 11.780 11.780 0.230 0.175 0.474
Betweeen Grid B-B & C-C 1.00 11.780 11.780 0.230 0.175 0.474
Betweeen Grid D-D & E-E 1.00 11.780 11.780 0.230 0.175 0.474
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.230 0.175 0.918
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.230 0.175 0.746
25.136 Cu.m
Second Floor
Main Beam
Along Grid A-A 1.00 11.940 11.940 0.350 0.425 1.776
Along Grid B-B 1.00 11.765 11.765 0.350 0.425 1.750
Along Grid C-C 1.00 11.765 11.765 0.350 0.425 1.750
Along Grid D-D 1.00 11.765 11.765 0.350 0.425 1.750
Along Grid E-E 1.00 11.940 11.940 0.350 0.425 1.776
Along Grid 1-1 1.00 22.420 22.420 0.350 0.425 3.334
Along Grid 2-2 1.00 22.270 22.270 0.350 0.425 3.312
Along Grid 3-3 1.00 22.270 22.270 0.350 0.425 3.312
Along Grid 4-4 1.00 22.120 22.120 0.350 0.425 3.290

Secondary Beam
Betweeen Grid A-A & B-B 1.00 11.780 11.780 0.230 0.175 0.474
Betweeen Grid B-B & C-C 1.00 11.780 11.780 0.230 0.175 0.474
Betweeen Grid D-D & E-E 1.00 11.780 11.780 0.230 0.175 0.474
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.230 0.175 0.918
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.230 0.175 0.746
25.136 Cu.m
Third Floor
Main Beam
Along Grid A-A 1.00 11.940 11.940 0.300 0.325 1.164
Along Grid B-B 1.00 11.765 11.765 0.300 0.325 1.147
Along Grid C-C 1.00 11.765 11.765 0.300 0.325 1.147
Along Grid D-D 1.00 11.765 11.765 0.300 0.325 1.147
Along Grid E-E 1.00 11.940 11.940 0.300 0.325 1.164
Along Grid 1-1 1.00 22.420 22.420 0.300 0.325 2.185
Along Grid 2-2 1.00 22.270 22.270 0.300 0.325 2.171
Along Grid 3-3 1.00 22.270 22.270 0.300 0.325 2.171
Along Grid 4-4 1.00 22.120 22.120 0.300 0.325 2.156

Secondary Beam
Betweeen Grid A-A & B-B 1.00 11.930 11.930 0.230 0.175 0.480
Betweeen Grid B-B & C-C 1.00 11.930 11.930 0.230 0.175 0.480
Betweeen Grid D-D & E-E 1.00 11.930 11.930 0.230 0.175 0.480
Betweeen Grid 1-1 & 2-2 1.00 23.020 23.020 0.230 0.175 0.926
Betweeen Grid 3-3 & 4-4 1.00 18.690 18.690 0.230 0.175 0.752
17.570 Cu.m

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Fourth Floor
Main Beam
Along Grid B-B 1.00 6.835 6.835 0.300 0.325 0.666
Along Grid C-C 1.00 6.835 6.835 0.300 0.325 0.666
Along Grid D-D 1.00 6.835 6.835 0.300 0.325 0.666
Along Grid 2-2 1.00 10.160 10.160 0.300 0.325 0.990
Along Grid 3-3 1.00 10.160 10.160 0.300 0.325 0.990
Along Grid 4-4 1.00 10.060 10.060 0.300 0.325 0.980

Secondary Beam
Betweeen Grid B-B & C-C 1.00 7.260 7.260 0.230 0.125 0.208
Betweeen Grid 3-3 & 4-4 1.00 10.330 10.330 0.230 0.125 0.296
4.958 Cu.m
Total RCC for beam 147.308 Cu.m
Slab
Ground Floor
Entire blocks slab 1.00 25.870 25.870 15.890 0.125 51.384
Deduction for staircase portion -1.00 5.140 -5.140 4.40 0.125 -2.827
48.557 Cu.m
First Floor
Entire blocks slab 1.00 375.096 0.125 46.887
Deduction for staircase portion -1.00 5.140 -5.140 4.40 0.125 -2.827
44.060 Cu.m
Second Floor
Entire blocks slab 1.00 380.690 0.125 47.586
Deduction for staircase portion -1.00 5.140 -5.140 4.40 0.125 -2.827
44.759 Cu.m
Third Floor
Entire blocks slab 1.00 384.470 0.125 48.058
Deduction for staircase portion -1.00 5.140 -5.140 4.40 0.125 -2.827
45.231 Cu.m
Fourth Floor
Entire blocks slab 1.00 12.835 12.835 9.535 0.125 15.297
15.297 Cu.m
Total RCC for slab 197.904 Cu.m
Staircase
Ground Floor
First Flight
First landing slab 1.00 2.100 2.100 0.485 0.200 0.203
Waist slab 1.00 3.360 3.360 2.100 0.200 1.411
Second Landing slab 1.00 1.890 1.890 2.200 0.200 0.831
Riser 5.00 2.100 10.500 0.300 0.150 0.472
Second Flight
Landing slab 1.00 2.275 2.275 2.200 0.200 1.001
Waist slab 1.00 3.360 3.360 2.100 0.200 1.411
Riser 5.00 2.100 10.500 0.300 0.150 0.472
5.801 Cu.m
First Floor
First Flight
First landing slab 1.00 2.100 2.100 0.485 0.200 0.203
Waist slab 1.00 3.360 3.360 2.100 0.200 1.411
Second Landing slab 1.00 1.890 1.890 2.200 0.200 0.831
Riser 5.00 2.100 10.500 0.300 0.150 0.472
Second Flight
Landing slab 1.00 2.275 2.275 2.200 0.200 1.001
Waist slab 1.00 3.360 3.360 2.100 0.200 1.411
Riser 5.00 2.100 10.500 0.300 0.150 0.472
5.801 Cu.m
Second Floor
First Flight
First landing slab 1.00 2.100 2.100 0.485 0.200 0.203
Waist slab 1.00 3.360 3.360 2.100 0.200 1.411
Second Landing slab 1.00 1.890 1.890 2.200 0.200 0.831

Araniko S.S. Page19of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Riser 5.00 2.100 10.500 0.300 0.150 0.472
Second Flight
Landing slab 1.00 2.275 2.275 2.200 0.200 1.001
Waist slab 1.00 3.360 3.360 2.100 0.200 1.411
Riser 5.00 2.100 10.500 0.300 0.150 0.472
5.801 Cu.m
Third Floor
First Flight
First landing slab 1.00 2.100 2.100 0.485 0.200 0.203
Waist slab 1.00 3.360 3.360 2.100 0.200 1.411
Second Landing slab 1.00 1.890 1.890 2.200 0.200 0.831
Riser 5.00 2.100 10.500 0.300 0.150 0.472
Second Flight
Landing slab 1.00 2.275 2.275 2.200 0.200 1.001
Waist slab 1.00 3.360 3.360 2.100 0.200 1.411
Riser 5.00 2.100 10.500 0.300 0.150 0.472
5.801 Cu.m
Total RCC for staircase 23.204 Cu.m
Siil band
Ground Floor
Along Grid A-A 1.00 10.190 10.190 0.230 0.075 0.175
Along Grid B-B 1.00 9.430 9.430 0.230 0.075 0.162
Along Grid C-C 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid D-D 1.00 7.495 7.495 0.230 0.075 0.129
Along Grid E-E 1.00 11.940 11.940 0.230 0.075 0.205
Along Grid 1-1 1.00 18.140 18.140 0.230 0.075 0.312
Along Grid 2-2 1.00 18.140 18.140 0.230 0.075 0.312
Along Grid 3-3 1.00 6.030 6.030 0.230 0.075 0.104
Along Grid 4-4 1.00 16.315 16.315 0.230 0.075 0.281
Between Grid A-A and B-B 1.00 3.835 3.835 0.230 0.075 0.066
Between Grid D-D and E-E 1.00 7.630 7.630 0.230 0.075 0.131
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.230 0.075 0.108
Partition wall between Account room
1.00 3.380 3.380 1.230 0.075 0.311
and Exam room
Outside Grid 4-4 1.00 6.300 6.300 0.230 0.075 0.108
Wall on side of door 2.00 3.835 7.670 0.230 0.075 0.132
Deduction for openings
DW1(2000*2450) -1.00 2.000 -2.000 0.230 0.075 -0.034
D2(1500*2450) -1.00 1.500 -1.500 0.230 0.075 -0.025
D3(1000*2450) -3.00 1.000 -3.000 0.230 0.075 -0.051
D4(750*2100) -1.00 0.750 -0.750 0.230 0.075 -0.012
D5(1100*2450) -5.00 1.100 -5.500 0.230 0.075 -0.094
D6(1200*2450) -1.00 1.200 -1.200 0.230 0.075 -0.020
Boys Toilet
Partition wall of boys toilet 1.00 5.300 5.300 0.115 0.075 0.045
5.00 1.500 7.500 0.115 0.075 0.064
Partition wall of urinal 1.00 3.325 3.325 0.115 0.075 0.028
Wall of disabled toilet 1.00 4.50 4.500 0.115 0.075 0.038
Girls Toilet
Partition wall of girls toilet1.00 5.200 5.200 0.115 0.075 0.044
5.00 1.500 7.500 0.115 0.075 0.064
Partition wall of urinal 1.00 5.540 5.540 0.115 0.075 0.047
D4(750*2100) -10.00 1.000 -10.000 0.115 0.075 -0.086
2.713 Cu.m
First Floor
Along Grid A-A 1.00 11.940 11.940 0.230 0.075 0.205
Along Grid B-B 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid C-C 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid D-D 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid E-E 1.00 11.940 11.940 0.230 0.075 0.205
Along Grid 1-1 1.00 22.420 22.420 0.230 0.075 0.386
Along Grid 2-2 1.00 22.270 22.270 0.230 0.075 0.384

Araniko S.S. Page20of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 3-3 1.00 22.270 22.270 0.230 0.075 0.384
Along Grid 4-4 1.00 22.120 22.120 0.230 0.075 0.381
Wall of WC 1.00 2.815 2.815 0.115 0.075 0.024
Deduction for openings
D3(1000*2450) -1.00 1.000 -1.000 0.230 0.075 -0.017
D5(1100*2450) -12.00 1.100 -13.200 0.230 0.075 -0.227
2.232 Cu.m
Second Floor
Along Grid A-A 1.00 11.940 11.940 0.230 0.075 0.205
Along Grid B-B 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid C-C 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid D-D 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid E-E 1.00 11.940 11.940 0.230 0.075 0.205
Along Grid 1-1 1.00 22.420 22.420 0.230 0.075 0.386
Along Grid 2-2 1.00 22.270 22.270 0.230 0.075 0.384
Along Grid 3-3 1.00 22.270 22.270 0.230 0.075 0.384
Along Grid 4-4 1.00 22.120 22.120 0.230 0.075 0.381
Deduction for openings
D5(1100*2450) -13.00 1.100 -14.300 0.230 0.075 -0.246
2.206 Cu.m
Third Floor
Along Grid A-A 1.00 11.940 11.940 0.230 0.075 0.205
Along Grid B-B 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid C-C 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid D-D 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid E-E 1.00 11.940 11.940 0.230 0.075 0.205
Along Grid 1-1 1.00 22.420 22.420 0.230 0.075 0.386
Along Grid 2-2 1.00 22.270 22.270 0.230 0.075 0.384
Along Grid 3-3 1.00 22.270 22.270 0.230 0.075 0.384
Along Grid 4-4 1.00 22.120 22.120 0.230 0.075 0.381
Deduction for openings
D5'(1100*2550) -13.00 1.100 -14.300 0.230 0.075 -0.246
2.206 Cu.m
Fourth Floor
Along Grid B-B 1.00 6.860 6.860 0.230 0.075 0.118
Along Grid C-C 1.00 6.860 6.860 0.230 0.075 0.118
Along Grid D-D 1.00 6.860 6.860 0.230 0.075 0.118
Along Grid 2-2 1.00 10.160 10.160 0.230 0.075 0.175
Along Grid 4-4 1.00 10.060 10.060 0.230 0.075 0.173
Parapet wall 1.00 51.870 51.870 0.115 0.075 0.447
Deduction for openings
D5'(1100*2550) -2.00 1.100 -2.200 0.230 0.075 -0.037
1.112 Cu.m
Roof Top
Parapet wall 1.00 34.110 34.110 0.115 0.075 0.294 Sq.m
Total RCC for sill band 10.763 Cu.m
Lintel band
Ground Floor
Along Grid A-A 1.00 10.190 10.190 0.230 0.075 0.175
Along Grid B-B 1.00 9.430 9.430 0.230 0.075 0.162
Along Grid C-C 1.00 9.835 9.835 0.230 0.075 0.169
Along Grid D-D 1.00 7.495 7.495 0.230 0.075 0.129
Along Grid E-E 1.00 11.940 11.940 0.230 0.075 0.205
Along Grid 1-1 1.00 18.140 18.140 0.230 0.075 0.312
Along Grid 2-2 1.00 18.140 18.140 0.230 0.075 0.312
Along Grid 3-3 1.00 6.030 6.030 0.230 0.075 0.104
Along Grid 4-4 1.00 16.315 16.315 0.230 0.075 0.281
Between Grid A-A and B-B 1.00 3.835 3.835 0.230 0.075 0.066

Araniko S.S. Page21of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Between Grid D-D and E-E 1.00 7.630 7.630 0.230 0.075 0.131
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.230 0.075 0.108
Partition wall between Account room
1.00 3.380 3.380 1.230 0.075 0.311
and Exam room
Outside Grid 4-4 1.00 6.300 6.300 0.230 0.075 0.108
Wall on side of door 2.00 3.835 7.670 0.230 0.075 0.132
Deduction for openings
DW1(2000*2450) -1.00 2.000 -2.000 0.230 0.150 -0.069
D2(1500*2450) -1.00 1.500 -1.500 0.230 0.150 -0.051
D3(1000*2450) -3.00 1.000 -3.000 0.230 0.150 -0.103
D4(750*2100) -1.00 0.750 -0.750 0.230 0.150 -0.025
D5(1100*2450) -5.00 1.100 -5.500 0.230 0.150 -0.189
D6(1200*2450) -1.00 1.200 -1.200 0.230 0.150 -0.041
Boys Toilet
Partition wall of boys toilet 1.00 5.300 5.300 0.115 0.150 0.091
5.00 1.500 7.500 0.115 0.150 0.129
Partition wall of urinal 1.00 3.325 3.325 0.115 0.150 0.057
Wall of disabled toilet 1.00 4.50 4.500 0.115 0.150 0.077
Girls Toilet
Partition wall of girls toilet 1.00 5.200 5.200 0.115 0.150 0.089
4.00 1.500 6.000 0.115 0.150 0.103
Partition wall of urinal 1.00 5.540 5.540 0.115 0.150 0.095
2.868 Cu.m
First Floor
Along Grid A-A 1.00 11.940 11.940 0.230 0.150 0.411
Along Grid B-B 1.00 9.835 9.835 0.230 0.150 0.339
Along Grid C-C 1.00 9.835 9.835 0.230 0.150 0.339
Along Grid D-D 1.00 9.835 9.835 0.230 0.150 0.339
Along Grid E-E 1.00 11.940 11.940 0.230 0.150 0.411
Along Grid 1-1 1.00 22.420 22.420 0.230 0.150 0.773
Along Grid 2-2 1.00 22.270 22.270 0.230 0.150 0.768
Along Grid 3-3 1.00 22.270 22.270 0.230 0.150 0.768
Along Grid 4-4 1.00 22.120 22.120 0.230 0.150 0.763
Wall of WC 1.00 2.815 2.815 0.115 0.150 0.048
Deduction for openings
D3(1000*2450) -1.00 1.000 -1.000 0.230 0.150 -0.034
D5(1100*2450) -13.00 1.100 -14.300 0.230 0.150 -0.493
4.432 Cu.m
Second Floor
Along Grid A-A 1.00 11.940 11.940 0.230 0.150 0.411
Along Grid B-B 1.00 9.835 9.835 0.230 0.150 0.339
Along Grid C-C 1.00 9.835 9.835 0.230 0.150 0.339
Along Grid D-D 1.00 9.835 9.835 0.230 0.150 0.339
Along Grid E-E 1.00 11.940 11.940 0.230 0.150 0.411
Along Grid 1-1 1.00 22.420 22.420 0.230 0.150 0.773
Along Grid 2-2 1.00 22.270 22.270 0.230 0.150 0.768
Along Grid 3-3 1.00 22.270 22.270 0.230 0.150 0.768
Along Grid 4-4 1.00 22.120 22.120 0.230 0.150 0.763
Deduction for openings
D5(1100*2450) -13.00 1.100 -14.300 0.230 0.150 -0.493
4.418 Cu.m
Third Floor
Along Grid A-A 1.00 11.940 11.940 0.230 0.150 0.411
Along Grid B-B 1.00 9.835 9.835 0.230 0.150 0.339
Along Grid C-C 1.00 9.835 9.835 0.230 0.150 0.339
Along Grid D-D 1.00 9.835 9.835 0.230 0.150 0.339
Along Grid E-E 1.00 11.940 11.940 0.230 0.150 0.411
Along Grid 1-1 1.00 22.420 22.420 0.230 0.150 0.773
Along Grid 2-2 1.00 22.270 22.270 0.230 0.150 0.768
Along Grid 3-3 1.00 22.270 22.270 0.230 0.150 0.768

Araniko S.S. Page22of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 4-4 1.00 22.120 22.120 0.230 0.150 0.763
Deduction for openings
D5'(1100*2550) -13.00 1.100 -14.300 0.230 0.150 -0.493
4.418 Cu.m
Fourth Floor
Along Grid B-B 1.00 6.860 6.860 0.230 0.150 0.236
Along Grid C-C 1.00 6.860 6.860 0.230 0.150 0.236
Along Grid D-D 1.00 6.860 6.860 0.230 0.150 0.236
Along Grid 2-2 1.00 10.160 10.160 0.230 0.150 0.350
Along Grid 4-4 1.00 10.060 10.060 0.230 0.150 0.347
Deduction for openings
D5'(1100*2550) -2.00 1.100 -2.200 0.230 0.150 -0.075
1.330 Cu.m
Total RCC for lintel band 17.466 Cu.m
Total RCC work 605.631 Cu.m

9 FORMWORKS
For column
For Column upto Top Tie Beam
Column(450*450) 8.00 1.800 14.400 1.800 25.920
Column(500*500) 9.00 2.000 18.000 1.800 32.400
Column(550*500) 3.00 2.200 6.600 1.800 11.880
70.200 Sq.m
Ground Floor
Column(450*450) 8.00 1.800 14.400 3.000 43.200
Column(500*500) 9.00 2.000 18.000 3.000 54.000
Column(550*550) 3.00 2.200 6.600 3.000 19.800
117.000 Sq.m
First Floor
Column(450*450) 8.00 1.800 14.400 3.000 43.200
Column(500*500) 9.00 2.000 18.000 3.000 54.000
Column(550*550) 3.00 2.200 6.600 3.000 19.800
117.000 Sq.m
Second Floor
Column(450*450) 8.00 1.800 14.400 3.000 43.200
Column(500*500) 9.00 2.000 18.000 3.000 54.000
Column(550*550) 3.00 2.200 6.600 3.000 19.800
117.000 Sq.m
Third Floor
Column(450*450) 8.00 1.800 14.400 3.000 43.200
Column(500*500) 9.00 2.000 18.000 3.000 54.000
Column(550*550) 3.00 2.200 6.600 3.000 19.800
117.000 Sq.m
Fourth Floor
Short Column(450*450) 8.00 1.800 14.400 1.000 14.400
Column(500*500) 9.00 2.000 18.000 3.000 54.000
Column(550*550) 3.00 2.200 6.600 3.000 19.800
88.200 Sq.m
Fourth Floor
Short Column(500*500) 6.00 2.000 12.000 1.000 12.000
Short Column(550*550) 3.00 2.200 6.600 1.000 6.600
18.600 Sq.m
Total formwork for column 645.000 Sq.m
For Beam
For Foundation Beam
Along Grid A-A 1.00 9.960 9.960 0.700 6.972
Along Grid B-B 1.00 9.835 9.835 0.700 6.884
Along Grid C-C 1.00 9.835 9.835 0.700 6.884
Along Grid D-D 1.00 9.835 9.835 0.700 6.884
Along Grid E-E 1.00 9.960 9.960 0.700 6.972
Along Grid 1-1 1.00 22.420 22.420 0.700 15.694
Along Grid 2-2 1.00 22.270 22.270 0.700 15.589

Araniko S.S. Page23of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 3-3 1.00 22.270 22.270 0.700 15.589
Along Grid 4-4 1.00 22.120 22.120 0.700 15.484
96.952 Sq.m
For Top Tie Beam
Along Grid A-A 1.00 13.465 13.465 0.350 0.900 12.118
Along Grid B-B 1.00 13.240 13.240 0.350 0.900 11.916
Along Grid C-C 1.00 13.240 13.240 0.350 0.900 11.916
Along Grid D-D 1.00 13.240 13.240 0.350 0.900 11.916
Along Grid E-E 1.00 13.465 13.465 0.350 0.900 12.118
Along Grid 1-1 1.00 22.420 22.420 0.350 0.900 20.178
Along Grid 2-2 1.00 22.270 22.270 0.350 0.900 20.043
Along Grid 3-3 1.00 22.270 22.270 0.350 0.900 20.043
Along Grid 4-4 1.00 22.120 22.120 0.350 0.900 19.908
Outside Grid 4-4 1.00 14.795 14.795 0.230 0.460 6.805
Between Grid A-A and B-B 1.00 3.835 3.835 0.230 0.460 1.764
Between Grid D-D and E-E 1.00 7.630 7.630 0.230 0.460 3.509
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.230 0.460 2.898
Between Account room and Exam room 1.00 3.380 3.380 0.230 0.460 1.554
Boys Toilet
Partition wall of boys toilet 1.00 5.300 5.300 0.230 0.460 2.438
5.00 1.500 7.500 0.230 0.460 3.450
Partition wall of urinal 1.00 3.325 3.325 0.230 0.460 1.529
Wall of disabled toilet 1.00 4.50 4.500 0.230 0.460 2.070
Girls Toilet
Partition wall of girls toilet 1.00 5.200 5.200 0.230 0.460 2.392
4.00 1.500 6.000 0.230 0.460 2.760
Partition wall of urinal 1.00 5.540 5.540 0.230 0.460 2.548
Wall of WC of teachers 1.00 2.360 2.360 0.230 0.460 1.085
174.958 Sq.m
Ground Floor
Main Beam
Along Grid A-A 1.00 13.465 13.465 1.200 16.158 0.425
Along Grid B-B 1.00 13.265 13.265 1.200 15.918
Along Grid C-C 1.00 13.265 13.265 1.200 15.918
Along Grid D-D 1.00 13.265 13.265 1.200 15.918
Along Grid E-E 1.00 13.465 13.465 1.200 16.158
Along Grid 1-1 1.00 22.420 22.420 1.200 26.904
Along Grid 2-2 1.00 22.270 22.270 1.200 26.724
Along Grid 3-3 1.00 22.270 22.270 1.200 26.724
Along Grid 4-4 1.00 22.120 22.120 1.200 26.544

Secondary Beam
Betweeen Grid A-A & B-B 1.00 13.415 13.415 0.580 7.780
Betweeen Grid B-B & C-C 1.00 13.415 13.415 0.580 7.780
Betweeen Grid D-D & E-E 1.00 13.415 13.415 0.580 7.780
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.580 13.235
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.580 10.753
234.294 Sq.m

First Floor
Main Beam
Along Grid A-A 1.00 11.940 11.940 1.200 14.328
Along Grid B-B 1.00 11.765 11.765 1.200 14.118
Along Grid C-C 1.00 11.765 11.765 1.200 14.118
Along Grid D-D 1.00 11.765 11.765 1.200 14.118
Along Grid E-E 1.00 11.940 11.940 1.200 14.328
Along Grid 1-1 1.00 22.420 22.420 1.200 26.904
Along Grid 2-2 1.00 22.270 22.270 1.200 26.724

Araniko S.S. Page24of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 3-3 1.00 22.270 22.270 1.200 26.724
Along Grid 4-4 1.00 22.120 22.120 1.200 26.544

Secondary Beam
Betweeen Grid A-A & B-B 1.00 11.780 11.780 0.580 6.832
Betweeen Grid B-B & C-C 1.00 11.780 11.780 0.580 6.832
Betweeen Grid D-D & E-E 1.00 11.780 11.780 0.580 6.832
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.580 13.235
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.580 10.753
222.390 Sq.m
Second Floor
Main Beam
Along Grid A-A 1.00 11.940 11.940 1.200 14.328 0.425
Along Grid B-B 1.00 11.765 11.765 1.200 14.118
Along Grid C-C 1.00 11.765 11.765 1.200 14.118
Along Grid D-D 1.00 11.765 11.765 1.200 14.118
Along Grid E-E 1.00 11.940 11.940 1.200 14.328
Along Grid 1-1 1.00 22.420 22.420 1.200 26.904
Along Grid 2-2 1.00 22.270 22.270 1.200 26.724
Along Grid 3-3 1.00 22.270 22.270 1.200 26.724
Along Grid 4-4 1.00 22.120 22.120 1.200 26.544

Secondary Beam
Betweeen Grid A-A & B-B 1.00 11.780 11.780 0.580 6.832
Betweeen Grid B-B & C-C 1.00 11.780 11.780 0.580 6.832
Betweeen Grid D-D & E-E 1.00 11.780 11.780 0.580 6.832
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.580 13.235
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.580 10.753
222.390 Sq.m
Third Floor
Main Beam
Along Grid A-A 1.00 11.940 11.940 0.950 11.343 0.325
Along Grid B-B 1.00 11.765 11.765 0.950 11.176
Along Grid C-C 1.00 11.765 11.765 0.950 11.176
Along Grid D-D 1.00 11.765 11.765 0.950 11.176
Along Grid E-E 1.00 11.940 11.940 0.950 11.343
Along Grid 1-1 1.00 22.420 22.420 0.950 21.299
Along Grid 2-2 1.00 22.270 22.270 0.950 21.156
Along Grid 3-3 1.00 22.270 22.270 0.950 21.156
Along Grid 4-4 1.00 22.120 22.120 0.950 21.014

Secondary Beam
Betweeen Grid A-A & B-B 1.00 11.930 11.930 0.580 6.919
Betweeen Grid B-B & C-C 1.00 11.930 11.930 0.580 6.919
Betweeen Grid D-D & E-E 1.00 11.930 11.930 0.580 6.919
Betweeen Grid 1-1 & 2-2 1.00 23.020 23.020 0.580 13.351
Betweeen Grid 3-3 & 4-4 1.00 18.690 18.690 0.580 10.840
185.787 Sq.m
Fourth Floor
Main Beam
Along Grid B-B 1.00 6.835 6.835 0.950 6.493
Along Grid C-C 1.00 6.835 6.835 0.950 6.493
Along Grid D-D 1.00 6.835 6.835 0.950 6.493
Along Grid 2-2 1.00 10.160 10.160 0.950 9.652
Along Grid 3-3 1.00 10.160 10.160 0.950 9.652
Along Grid 4-4 1.00 10.060 10.060 0.950 9.557

Secondary Beam
Betweeen Grid B-B & C-C 1.00 7.260 7.260 0.580 4.210
Betweeen Grid 3-3 & 4-4 1.00 10.330 10.330 0.580 5.991

Araniko S.S. Page25of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
58.541 Sq.m
Total formwork for beam 1195.312 Sq.m
For Footing
Sides For Column footing
F1,Rectangular Section 4.00 12.400 49.600 0.200 9.920
F2,Rectangular Section 1.00 17.000 4.250 0.200 0.850
F3,Rectangular Section 3.00 15.600 46.800 0.200 9.360
F4,Rectangular Section 2.00 15.600 31.200 0.200 6.240
CF1 2.00 18.500 37.000 0.450 16.650
CF2 1.00 24.600 24.600 0.600 14.760
CF3 1.00 24.000 24.000 0.600 14.400
CF4 1.00 23.400 23.400 0.600 14.040
Total formwork for footing 86.220 Sq.m
For PCC
Sides for PCC work below
foundation beam
Along Grid A-A 1.00 7.340 7.340 0.150 1.101
Along Grid B-B 1.00 5.190 5.190 0.150 0.778
Along Grid C-C 1.00 5.190 5.190 0.150 0.778
Along Grid D-D 1.00 5.190 5.190 0.150 0.778
Along Grid E-E 1.00 7.340 7.340 0.150 1.101
Along Grid 1-1 1.00 21.420 21.420 0.150 3.213
Along Grid 2-2 1.00 9.720 9.720 0.150 1.458
Along Grid 3-3 1.00 9.720 9.720 0.150 1.458
Along Grid 4-4 1.00 21.420 21.420 0.150 3.213
Total formwork for PCC 13.878 Sq.m
For Slab
Ground Floor
Entire blocks slab 1.00 25.870 25.870 15.890 411.074
Sides 1.00 100.220 100.220 0.125 12.527
Deduction for staircase portion -1.00 5.140 -5.140 4.40 -22.616
Deduction of bottom of main beam -1.00 155.805 -155.805 0.35 -54.531
Deduction for bottom of sec beam -1.00 81.605 -81.605 0.23 -18.769
327.685 Sq.m
First Floor
Entire blocks slab 1.00 375.096 375.096
Sides 1.00 98.634 98.634 0.125 12.329
Deduction for staircase portion -1.00 5.140 -5.140 4.40 -22.616
Deduction of bottom of main beam -1.00 148.255 -148.255 0.35 -51.889
Deduction for bottom of sec beam -1.00 76.700 -76.700 0.23 -17.641
295.279 Sq.m
Second Floor
Entire blocks slab 1.00 380.690 380.690
Sides 1.00 99.359 99.359 0.125 12.419
Deduction for staircase portion -1.00 5.140 -5.140 4.40 -22.616
Deduction of bottom of main beam -1.00 148.255 -148.255 0.35 -51.889
Deduction for bottom of sec beam -1.00 76.700 -76.700 0.23 -17.641
300.963 Sq.m
Third Floor
Entire blocks slab 1.00 375.096 375.096
Projected slab 1.00 99.886 99.886 0.600 59.931
Sides 1.00 83.718 83.718 0.125 10.464
Deduction for staircase portion -1.00 5.140 -5.140 4.40 -22.616
Deduction of bottom of main beam -1.00 148.255 -148.255 0.30 -44.476
Deduction for bottom of sec beam -1.00 77.500 -77.500 0.23 -17.825
360.574 Sq.m
Fourth Floor
Entire blocks slab 1.00 12.835 12.835 9.535 122.381
Deduction of bottom of main beam -1.00 50.885 -50.885 0.30 -15.265
Deduction for bottom of sec beam -1.00 17.790 -17.790 0.23 -4.091
103.025 Sq.m
Total formwork for slab 1387.526 Sq.m

Araniko S.S. Page26of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Staircase
Ground Floor
First Flight
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.350 2.352
Second Landing slab 1.00 1.660 1.660 2.100 3.486
Sides 1.00 3.760 3.760 0.200 0.752
Riser 10.00 2.100 21.000 0.150 3.150
Second Flight
Landing slab 1.00 2.045 2.045 2.100 4.294
Sides 1.00 4.345 4.345 0.200 0.869
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.350 2.352
Riser 10.00 2.100 21.000 0.150 3.150
34.517 Sq.m
First Floor
First Flight
First landing slab 1.00 2.100 2.100 0.485 1.018
Sides 2.00 0.485 0.970 0.200 0.194
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.350 2.352
Second Landing slab 1.00 1.660 1.660 2.100 3.486
Sides 1.00 3.760 3.760 0.200 0.752
Riser 10.00 2.100 21.000 0.150 3.150
Second Flight
Landing slab 1.00 2.045 2.045 2.100 4.294
Sides 1.00 4.345 4.345 0.200 0.869
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.350 2.352
Riser 10.00 2.100 21.000 0.150 3.150
35.729 Sq.m
Second Floor
First Flight
First landing slab 1.00 2.100 2.100 0.485 1.018
Sides 2.00 0.485 0.970 0.200 0.194
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.350 2.352
Second Landing slab 1.00 1.660 1.660 2.100 3.486
Sides 1.00 3.760 3.760 0.200 0.752
Riser 10.00 2.100 21.000 0.150 3.150
Second Flight
Landing slab 1.00 2.045 2.045 2.100 4.294
Sides 1.00 4.345 4.345 0.200 0.869
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.350 2.352
Riser 10.00 2.100 21.000 0.150 3.150
35.729 Sq.m
Third Floor
First Flight
First landing slab 1.00 2.100 2.100 0.485 1.018
Sides 2.00 0.485 0.970 0.200 0.194
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.350 2.352
Second Landing slab 1.00 1.660 1.660 2.100 3.486
Sides 1.00 3.760 3.760 0.200 0.752
Riser 10.00 2.100 21.000 0.150 3.150
Second Flight
Landing slab 1.00 2.045 2.045 2.100 4.294
Sides 1.00 4.345 4.345 0.200 0.869
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.350 2.352
Riser 10.00 2.100 21.000 0.150 3.150
35.729 Sq.m
Total formwork for staircase 141.704 Sq.m

Araniko S.S. Page27of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Siil band
Ground Floor
Along Grid A-A 1.00 10.190 10.190 0.230 0.150 1.528
Along Grid B-B 1.00 9.430 9.430 0.230 0.150 1.414
Along Grid C-C 1.00 9.835 9.835 0.230 0.150 1.475
Along Grid D-D 1.00 7.495 7.495 0.230 0.150 1.124
Along Grid E-E 1.00 11.940 11.940 0.230 0.150 1.791
Along Grid 1-1 1.00 18.140 18.140 0.230 0.150 2.721
Along Grid 2-2 1.00 18.140 18.140 0.230 0.150 2.721
Along Grid 3-3 1.00 6.030 6.030 0.230 0.150 0.904
Along Grid 4-4 1.00 16.315 16.315 0.230 0.150 2.447
Between Grid A-A and B-B 1.00 3.835 3.835 0.230 0.150 0.575
Between Grid D-D and E-E 1.00 7.630 7.630 0.230 0.150 1.144
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.230 0.150 0.945
Partition wall between Account room
1.00 3.380 3.380 1.230 0.150 0.507
and Exam room
Outside Grid 4-4 1.00 6.300 6.300 0.230 0.150 0.945
Wall on side of door 2.00 3.835 7.670 0.230 0.150 1.150
Deduction for openings
DW1(2000*2450) -1.00 2.000 -2.000 0.230 0.150 -0.300
D2(1500*2450) -1.00 1.500 -1.500 0.230 0.150 -0.225
D3(1000*2450) -3.00 1.000 -3.000 0.230 0.150 -0.450
D4(750*2100) -1.00 0.750 -0.750 0.230 0.150 -0.112
D5(1100*2450) -5.00 1.100 -5.500 0.230 0.150 -0.825
D6(1200*2450) -1.00 1.200 -1.200 0.230 0.150 -0.180
Boys Toilet
Partition wall of boys toilet 1.00 5.300 5.300 0.115 0.150 0.795
5.00 1.500 7.500 0.115 0.150 1.125
Partition wall of urinal 1.00 3.325 3.325 0.115 0.150 0.498
Wall of disabled toilet 1.00 4.50 4.500 0.115 0.150 0.675
Girls Toilet
Partition wall of girls toilet1.00 5.200 5.200 0.115 0.150 0.780
5.00 1.500 7.500 0.115 0.150 1.125
Partition wall of urinal 1.00 5.540 5.540 0.115 0.150 0.831
D4(750*2100) -10.00 1.000 -10.000 0.115 0.150 -1.500
23.628 Sq.m
First Floor
Along Grid A-A 1.00 11.940 11.940 0.150 1.791
Along Grid B-B 1.00 9.835 9.835 0.150 1.475
Along Grid C-C 1.00 9.835 9.835 0.150 1.475
Along Grid D-D 1.00 9.835 9.835 0.150 1.475
Along Grid E-E 1.00 11.940 11.940 0.150 1.791
Along Grid 1-1 1.00 22.420 22.420 0.150 3.363
Along Grid 2-2 1.00 22.270 22.270 0.150 3.340
Along Grid 3-3 1.00 22.270 22.270 0.150 3.340
Along Grid 4-4 1.00 22.120 22.120 0.150 3.318
Wall of WC 1.00 2.815 2.815 0.150 0.422
Deduction for openings
D3(1000*2450) -1.00 1.000 -1.000 0.150 -0.150
D5(1100*2450) -12.00 1.100 -13.200 0.150 -1.980
19.660 Sq.m
Second Floor
Along Grid A-A 1.00 11.940 11.940 0.150 1.791
Along Grid B-B 1.00 9.835 9.835 0.150 1.475
Along Grid C-C 1.00 9.835 9.835 0.150 1.475
Along Grid D-D 1.00 9.835 9.835 0.150 1.475
Along Grid E-E 1.00 11.940 11.940 0.150 1.791
Along Grid 1-1 1.00 22.420 22.420 0.150 3.363
Along Grid 2-2 1.00 22.270 22.270 0.150 3.340
Along Grid 3-3 1.00 22.270 22.270 0.150 3.340

Araniko S.S. Page28of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 4-4 1.00 22.120 22.120 0.150 3.318
Deduction for openings
D5(1100*2450) -13.00 1.100 -14.300 0.150 -2.145
19.223 Sq.m
Third Floor
Along Grid A-A 1.00 11.940 11.940 0.150 1.791
Along Grid B-B 1.00 9.835 9.835 0.150 1.475
Along Grid C-C 1.00 9.835 9.835 0.150 1.475
Along Grid D-D 1.00 9.835 9.835 0.150 1.475
Along Grid E-E 1.00 11.940 11.940 0.150 1.791
Along Grid 1-1 1.00 22.420 22.420 0.150 3.363
Along Grid 2-2 1.00 22.270 22.270 0.150 3.340
Along Grid 3-3 1.00 22.270 22.270 0.150 3.340
Along Grid 4-4 1.00 22.120 22.120 0.150 3.318
Deduction for openings
D5'(1100*2550) -13.00 1.100 -14.300 0.150 -2.145
19.223 Sq.m
Fourth Floor
Along Grid B-B 1.00 6.860 6.860 0.230 0.150 1.029
Along Grid C-C 1.00 6.860 6.860 0.230 0.150 1.029
Along Grid D-D 1.00 6.860 6.860 0.230 0.150 1.029
Along Grid 2-2 1.00 10.160 10.160 0.230 0.150 1.524
Along Grid 4-4 1.00 10.060 10.060 0.230 0.150 1.509
Parapet wall 1.00 51.870 0.115 0.150 0.000
Deduction for openings
D5'(1100*2550) -2.00 1.100 -2.200 0.230 0.150 -0.330
5.790 Sq.m
Roof Top
Parapet wall 1.00 34.110 34.110 0.115 0.150 5.116 Sq.m
Total formwork for sill band 92.640 Sq.m
Lintel band
Ground Floor
Along Grid A-A 1.00 10.190 10.190 0.300 3.057
Along Grid B-B 1.00 9.430 9.430 0.300 2.829
Along Grid C-C 1.00 9.835 9.835 0.300 2.950
Along Grid D-D 1.00 7.495 7.495 0.300 2.248
Along Grid E-E 1.00 11.940 11.940 0.300 3.582
Along Grid 1-1 1.00 18.140 18.140 0.300 5.442
Along Grid 2-2 1.00 18.140 18.140 0.300 5.442
Along Grid 3-3 1.00 6.030 6.030 0.300 1.809
Along Grid 4-4 1.00 16.315 16.315 0.300 4.894
Between Grid A-A and B-B 1.00 3.835 3.835 0.300 1.150
Between Grid D-D and E-E 1.00 7.630 7.630 0.300 2.289
Between Grid 3-3 and 4-4 1.00 6.300 6.300 0.300 1.890
Partition wall between Account room
1.00 3.380 3.380 0.300 1.014
and Exam room
Outside Grid 4-4 1.00 6.300 6.300 0.300 1.890
Wall on side of door 2.00 3.835 7.670 0.300 2.301
Deduction for openings
DW1(2000*2450) -1.00 2.000 -2.000 0.300 -0.600
D2(1500*2450) -1.00 1.500 -1.500 0.300 -0.450
D3(1000*2450) -3.00 1.000 -3.000 0.300 -0.900
D4(750*2100) -1.00 0.750 -0.750 0.300 -0.225
D5(1100*2450) -5.00 1.100 -5.500 0.300 -1.650
D6(1200*2450) -1.00 1.200 -1.200 0.300 -0.360
Boys Toilet 0.300 0.000
Partition wall of boys toilet 1.00 5.300 5.300 0.300 1.590
5.00 1.500 7.500 0.300 2.250
Partition wall of urinal 1.00 3.325 3.325 0.300 0.997
Wall of disabled toilet 1.00 4.50 4.500 0.300 1.350

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Girls Toilet 0.300 0.000
Partition wall of girls toilet 1.00 5.200 5.200 0.300 1.560
4.00 1.500 6.000 0.300 1.800
Partition wall of urinal 1.00 5.540 5.540 0.300 1.662
49.811 Sq.m
First Floor
Along Grid A-A 1.00 11.940 11.940 0.300 3.582
Along Grid B-B 1.00 9.835 9.835 0.300 2.950
Along Grid C-C 1.00 9.835 9.835 0.300 2.950
Along Grid D-D 1.00 9.835 9.835 0.300 2.950
Along Grid E-E 1.00 11.940 11.940 0.300 3.582
Along Grid 1-1 1.00 22.420 22.420 0.300 6.726
Along Grid 2-2 1.00 22.270 22.270 0.300 6.681
Along Grid 3-3 1.00 22.270 22.270 0.300 6.681
Along Grid 4-4 1.00 22.120 22.120 0.300 6.636
Wall of WC 1.00 2.815 2.815 0.300 0.844
Deduction for openings
D3(1000*2450) -1.00 1.000 -1.000 0.300 -0.300
D5(1100*2450) -13.00 1.100 -14.300 0.300 -4.290
38.992 Sq.m
Second Floor
Along Grid A-A 1.00 11.940 11.940 0.300 3.582
Along Grid B-B 1.00 9.835 9.835 0.300 2.950
Along Grid C-C 1.00 9.835 9.835 0.300 2.950
Along Grid D-D 1.00 9.835 9.835 0.300 2.950
Along Grid E-E 1.00 11.940 11.940 0.300 3.582
Along Grid 1-1 1.00 22.420 22.420 0.300 6.726
Along Grid 2-2 1.00 22.270 22.270 0.300 6.681
Along Grid 3-3 1.00 22.270 22.270 0.300 6.681
Along Grid 4-4 1.00 22.120 22.120 0.300 6.636
Deduction for openings
D5(1100*2450) -13.00 1.100 -14.300 0.300 -4.290
38.448 Sq.m
Third Floor
Along Grid A-A 1.00 11.940 11.940 0.300 3.582
Along Grid B-B 1.00 9.835 9.835 0.300 2.950
Along Grid C-C 1.00 9.835 9.835 0.300 2.950
Along Grid D-D 1.00 9.835 9.835 0.300 2.950
Along Grid E-E 1.00 11.940 11.940 0.300 3.582
Along Grid 1-1 1.00 22.420 22.420 0.300 6.726
Along Grid 2-2 1.00 22.270 22.270 0.300 6.681
Along Grid 3-3 1.00 22.270 22.270 0.300 6.681
Along Grid 4-4 1.00 22.120 22.120 0.300 6.636
Deduction for openings
D5'(1100*2550) -13.00 1.100 -14.300 0.300 -4.290
38.448 Sq.m
Fourth Floor
Along Grid B-B 1.00 6.860 6.860 0.300 2.058
Along Grid C-C 1.00 6.860 6.860 0.300 2.058
Along Grid D-D 1.00 6.860 6.860 0.300 2.058
Along Grid 2-2 1.00 10.160 10.160 0.300 3.048
Along Grid 4-4 1.00 10.060 10.060 0.300 3.018
Deduction for openings 0.300 0.000
D5'(1100*2550) -2.00 1.100 -2.200 0.300 -0.660
11.580 Sq.m
Total formwork for lintel band 177.279 Sq.m
Total formwork 3739.559 Sq.m

10 REINFORCEMENT Kg

Araniko S.S. Page30of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Reinforcement(1.9%) 1.00 605.631 90329.864
Total reinforcement work ### Kg

11 Flooring & Finishing Work

38mm thick P.C.C. in (1:2:4) with
11.1 Sq.m
cement punning (1:1) for flooring work.
Ground Floor
Headmaster's room 1.00 6.300 6.300 5.200 32.760
Teacher's room 1 1.00 6.300 6.300 5.200 32.760
ECD 1.00 6.300 6.300 5.200 32.760
Account room 1.00 3.700 3.700 3.380 12.506
Exam room 1.00 3.700 3.700 3.380 12.506
123.292 Sq.m
First Floor
Class 1 1.00 6.300 6.300 5.200 32.760
Class 2 1.00 6.300 6.300 5.200 32.760
Class 3 1.00 6.300 6.300 5.200 32.760
Class 4 1.00 6.300 6.300 5.200 32.760
Class 5 1.00 6.300 6.300 5.200 32.760
Teacher's room 1.00 6.330 6.330 5.200 32.916
Admin 1.00 5.200 5.200 4.400 22.880
Projections 1.00 25.870 25.870 1.635 42.297
1.00 52.910 52.910 0.550 29.100
290.993 Sq.m
Second Floor
Class 6A 1.00 6.300 6.300 5.200 32.760
Class 6B 1.00 6.300 6.300 5.200 32.760
Class 7A 1.00 6.300 6.300 5.200 32.760
Class 7B 1.00 6.300 6.300 5.200 32.760
Class 8A 1.00 4.400 4.400 5.200 22.880
Computer Lab 1.00 10.930 10.930 5.200 56.836
Projections 1.00 73.650 73.650 0.600 44.190
254.946 Sq.m
Third Floor
Class 8B 1.00 6.300 6.300 5.200 32.760
Class 11 1.00 6.300 6.300 5.200 32.760
Class 12 1.00 6.300 6.300 5.200 32.760
Lab 1 1.00 6.300 6.300 5.200 32.760
Lab 2 1.00 6.300 6.300 5.200 32.760
Lab 3 1.00 4.400 4.400 5.200 22.880
SMC 1.00 5.200 5.200 4.400 22.880
Projections 1.00 73.650 73.650 0.710 52.291
261.851 Sq.m
Fourth Floor
Music and Art 1.00 7.630 7.630 6.300 48.069
Projections 1.00 73.650 73.650 0.740 54.501
102.570 Sq.m
Roof Top
Projections 1.00 41.850 41.850 0.740 30.969
30.969 Sq.m
Total 38mm PCC with punning work 1064.621 Sq.m

50mm thick P.C.C. in (1:2:4) with

11.2 cement punning (1:1) for flooring work Sq.m
in terrace.
Fourth Floor
Terrace 1.00 24.220 24.220 13.280 321.641
Deduction for staircase portion,music
-1.00 11.390 -11.390 7.970 -90.778
art room
230.863 Sq.m
Roof Top
Terrace 1.00 11.275 11.275 7.855 88.565
88.565 Sq.m
Total 50mm PCC with punning work 319.428 Sq.m

Araniko S.S. Page31of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
11.3 CEMENT PUNNING Sq.m
Ground Floor
On top
Flower bed near front lobby
Flower bed 1 1.00 5.570 5.570 0.115 0.640
Flower bed 2 1.00 11.040 11.040 0.115 1.269
Flower bed at backside of building
Flower bed 1 1.00 3.310 3.310 0.115 0.380
Flower bed 2 1.00 6.075 6.075 0.115 0.698
Flower bed near ramp 1.00 10.160 10.160 0.115 1.168
On water trough 1.00 3.645 3.645 0.500 1.822
Total punning work 5.977 Sq.m

Providing and Laying 6mm.th.porcelain

11.4 glazed/non glazed tiles on walls and Sqm
floor.
Toilet
Ground Floor
11.4.1 On walls
Female Toilet
Inside WC 5.00 5.420 27.100 1.200 32.520
Ouside WC 1.00 5.200 5.200 1.200 6.240
1.00 13.930 13.930 1.200 16.716
Partion wall for urinal 1.00 11.080 11.080 1.200 13.296
Male Toilet
Inside WC 5.00 5.420 27.100 1.200 32.520
Ouside WC 1.00 6.815 6.815 1.200 8.178
1.00 19.418 19.418 1.200 23.301
Partion wall for urinal 1.00 3.880 3.880 1.200 4.656
Inside disabled toilet 1.00 9.000 9.000 1.200 10.800
WC for teachers 1.00 5.060 5.060 1.200 6.072
Deduction for openings
D3(1000*2450) -3.00 1.000 -3.000 1.200 -3.600
D4(750*2100) -20.00 0.750 -15.000 1.200 -18.000
First Floor
WC for teachers 1.00 5.400 5.400 1.200 6.480
D3(1000*2450) -1.00 1.000 -1.000 1.200 -1.200
Total tile on wall 137.979 Sq.m

11.4.2 On floor
Ground Floor
Boys Toilet 1.00 6.300 6.300 5.200 32.760
Janitor 1.00 1.670 1.670 1.270 2.120
Girls Toilet 1.00 6.300 6.300 5.200 32.760
WC for teachers 1.00 1.305 1.305 1.225 1.598
First Floor
WC for teachers 1.00 1.500 1.500 1.200 1.800
Total tile on floor 71.038 Sq.m

16 mm thick marble flooring work in 20

mm thick cement sand 1:2 mortar
11.5 Sq.m
including polishing and finishing work
all complete.
Ground Floor
Floor
Corridor and staircase portion 1.00 87.596 87.596
Front lobby 1.00 4.400 4.400 1.900 8.360
Lobby outside headmaster's room 1.00 20.000 20.000
Lobby at backside of building 1.00 13.160 13.160 1.635 21.516
At sill of window
W1(1800*1200) 9.00 1.800 16.200 0.230 3.726
W2(1800*1750) 1.00 1.800 1.800 0.230 0.414
V1(600*600) 2.00 0.600 1.200 0.230 0.276
V2(2400*600) 2.00 2.400 4.800 0.230 1.104
V3(1000*600) 1.00 1.000 1.000 0.230 0.230

Araniko S.S. Page32of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Staircase
Riser 20.00 2.100 42.000 0.150 6.300
Tread 18.00 2.100 37.800 0.300 11.340
Landing 1.00 4.400 4.400 2.000 8.800
Skirting
Corridor 1.00 61.385 61.385 0.150 9.207
Front lobby 1.00 8.464 8.464 0.150 1.269
Lobby outside headmaster's room 1.00 13.775 13.775 0.150 2.066
Lobby at backside of building 1.00 18.699 18.699 0.150 2.804
Staircase
Waist Slab 2.00 3.360 6.720 0.300 2.016
Landing 1.00 8.400 8.400 0.150 1.260
Outside building
Stair near front lobby
Riser 3.00 4.130 12.390 0.150 1.858
Tread 2.00 4.130 8.260 0.300 2.478
Lobby at backside of building
Stair
Riser 9.00 2.000 18.000 0.150 2.700
Tread 6.00 2.000 12.000 0.300 3.600
Stair nearlobby outside headmaster's
room
Riser 3.00 2.525 7.575 0.150 1.136
Tread 2.00 2.525 5.050 0.300 1.515
201.571 Sq.m
First Floor
Floor
Corridor 1.00 24.000 24.000 2.200 52.800
Sides of openings
W1(1800*1200) 13.00 1.800 23.400 0.230 5.382
W2(1800*1750) 2.00 1.800 3.600 0.230 0.828
W3(2100*875) 1.00 2.100 2.100 0.230 0.483
Staircase
Riser 20.00 2.100 42.000 0.150 6.300
Tread 18.00 2.100 37.800 0.300 11.340
Landing 1.00 4.400 4.400 2.000 8.800
Skirting
Corridor 1.00 37.401 37.401 0.150 5.610
Staircase
Waist Slab 2.00 3.360 6.720 0.300 2.016
Landing 1.00 8.400 8.400 0.150 1.260
94.819 Sq.m
Second Floor
Floor
Corridor 1.00 24.000 24.000 2.200 52.800
At sill of window
W1(1800*1200) 13.00 1.800 23.400 0.230 5.382
W2(1800*1750) 2.00 1.800 3.600 0.230 0.828
W3(2100*875) 1.00 2.100 2.100 0.230 0.483
Staircase
Riser 20.00 2.100 42.000 0.150 6.300
Tread 18.00 2.100 37.800 0.300 11.340
Landing 1.00 4.400 4.400 2.000 8.800
Skirting
Corridor 1.00 37.301 37.301 0.150 5.595
Staircase
Waist Slab 2.00 3.360 6.720 0.300 2.016
Landing 1.00 8.400 8.400 0.150 1.260
94.804 Sq.m
Third Floor
Floor
Corridor 1.00 24.000 24.000 2.200 52.800
At sill of window
W1(1800*1200) 13.00 1.800 23.400 0.230 5.382

Araniko S.S. Page33of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
W2(1800*1750) 2.00 1.800 3.600 0.230 0.828
W3'(2100*975) 1.00 2.100 2.100 0.230 0.483
Staircase
Riser 20.00 2.100 42.000 0.150 6.300
Tread 18.00 2.100 37.800 0.300 11.340
Landing 1.00 4.400 4.400 2.000 8.800
Skirting
Corridor 1.00 37.301 37.301 0.150 5.595
Staircase
Waist Slab 2.00 3.360 6.720 0.300 2.016
Landing 1.00 8.400 8.400 0.150 1.260
94.804 Sq.m
Fourth Floor
Landing of staircase 1.00 4.400 4.400 2.930 12.892
Skirting 1.00 8.060 8.060 0.150 1.209
At sill of window
W1(1800*1200) 5.00 1.800 9.000 0.230 2.070
16.171 Sq.m
Total marble work 502.169 Sq.m

12 PLASTERING WORKS
12mm thick cement plaster in (1:3) in
12.1 Sq.m
ceiling ,beams etc
Ground Floor
Ceiling
Headmaster's room 1.00 6.300 6.300 5.200 32.760
Teacher's room 1 1.00 6.300 6.300 5.200 32.760
ECD 1.00 6.300 6.300 5.200 32.760
Account room 1.00 3.700 3.700 3.380 12.506
Exam room 1.00 3.700 3.700 3.380 12.506
Corridor and staircase portion 1.00 61.385 61.385
Front lobby 1.00 4.400 4.400 1.900 8.360
Lobby outside headmaster's room 1.00 4.860 4.860 3.835 18.638
Female Toilet 1.00 6.300 6.300 5.200 32.760
Male Toilet 1.00 6.300 6.300 5.200 32.760
Janitor room 1.00 1.670 1.670 1.600 2.672
WC 1.00 1.305 1.305 0.955 1.246
Projected slab 1.00 18.400 18.400 1.635 30.084
1.00 52.910 52.910 0.550 29.100
Main beam
Along Grid A-A 1.00 3.275 3.275 0.850 2.783 2 sides
Along Grid
1.00 3.090 3.090 0.850 2.626
B-B Along Grid
1.00 3.430 3.430 0.850 2.915
C-C
Along Grid
1.00 10.750 10.750 0.850 9.137
D-D
Along Grid
1.00 8.685 8.685 0.850 7.382
E-EGrid
Along
1.00 3.400 3.400 0.850 2.890
2-2
Along Grid
1.00 12.940 12.940 0.850 10.999
3-3
Along Grid
1.00 6.030 6.030 0.850 5.125
4-4

Secondary Beam
Betweeen Grid A-A & B-B 1.00 13.305 13.305 0.350 4.656
Betweeen Grid B-B & C-C 1.00 13.555 13.555 0.350 4.744
Betweeen Grid D-D & E-E 1.00 13.555 13.555 0.350 4.744
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.350 7.987
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.350 6.489
Staircase
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 1.00 3.360 3.360 0.350 1.176
Second Landing slab 1.00 1.660 1.660 2.100 3.486
Second Flight
Landing slab 1.00 2.045 2.045 2.100 4.294
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 1.00 3.360 3.360 0.350 1.176

Araniko S.S. Page34of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
437.018 Sq.m
First Floor
Ceiling
Class 1 1.00 6.300 6.300 5.200 32.760
Class 2 1.00 6.300 6.300 5.200 32.760
Class 3 1.00 6.300 6.300 5.200 32.760
Class 4 1.00 6.300 6.300 5.200 32.760
Class 5 1.00 6.300 6.300 5.200 32.760
Teacher's room 1.00 6.330 6.330 5.200 32.916
Admin 1.00 5.200 5.200 4.400 22.880
Corridor 1.00 24.000 24.000 2.200 52.800
Projections 1.00 73.650 73.650 0.600 44.190
Main beam
Along Grid
1.00 1.930 1.930 0.850 1.640
B-B Along Grid
1.00 1.930 1.930 0.850 1.640
C-C
Along Grid
1.00 1.930 1.930 0.850 1.640
D-D
Secondary Beam
Betweeen Grid A-A & B-B 1.00 11.780 11.780 0.350 4.123
Betweeen Grid B-B & C-C 1.00 11.780 11.780 0.350 4.123
Betweeen Grid D-D & E-E 1.00 11.780 11.780 0.350 4.123
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.350 7.987
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.350 6.489
Staircase
First landing slab 1.00 2.100 2.100 0.485 1.018
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 1.00 3.360 3.360 0.350 1.176
Second Landing slab 1.00 1.660 1.660 2.100 3.486
Second Flight
Landing slab 1.00 2.045 2.045 2.100 4.294
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 1.00 3.360 3.360 0.350 1.176
373.613 Sq.m
Second Floor
Ceiling
Class 6A 1.00 6.300 6.300 5.200 32.760
Class 6B 1.00 6.300 6.300 5.200 32.760
Class 7A 1.00 6.300 6.300 5.200 32.760
Class 7B 1.00 6.300 6.300 5.200 32.760
Class 8A 1.00 4.400 4.400 5.200 22.880
Computer Lab 1.00 10.930 10.930 5.200 56.836
Corridor 1.00 24.000 24.000 2.200 52.800
Projections 1.00 73.650 73.650 0.700 51.555
Main beam
Along Grid
1.00 1.930 1.930 0.850 1.640
B-B Along Grid
1.00 1.930 1.930 0.850 1.640
C-C
Along Grid
1.00 1.930 1.930 0.850 1.640
D-D
Secondary Beam
Betweeen Grid A-A & B-B 1.00 11.780 11.780 0.350 4.123
Betweeen Grid B-B & C-C 1.00 11.780 11.780 0.350 4.123
Betweeen Grid D-D & E-E 1.00 11.780 11.780 0.350 4.123
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.350 7.987
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.350 6.489
Staircase
First landing slab 1.00 2.100 2.100 0.485 1.018
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 1.00 3.360 3.360 0.350 1.176
Second Landing slab 1.00 1.660 1.660 2.100 3.486
Second Flight
Landing slab 1.00 2.045 2.045 2.100 4.294
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 1.00 3.360 3.360 0.350 1.176
372.138 Sq.m
Third Floor

Araniko S.S. Page35of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Ceiling
Class 8B 1.00 6.300 6.300 5.200 32.760
Class 11 1.00 6.300 6.300 5.200 32.760
Class 12 1.00 6.300 6.300 5.200 32.760
Lab 1 1.00 6.300 6.300 5.200 32.760
Lab 2 1.00 6.300 6.300 5.200 32.760
Lab 3 1.00 6.300 6.300 5.200 32.760
SMC 1.00 5.200 5.200 4.400 22.880
Corridor 1.00 24.000 24.000 2.200 52.800
Projections 1.00 73.650 73.650 0.740 54.501
Main beam
Along Grid
1.00 1.930 1.930 0.650 1.254
B-B Along Grid
1.00 1.930 1.930 0.650 1.254
C-C
Along Grid
1.00 1.930 1.930 0.650 1.254
D-D
Secondary Beam
Betweeen Grid A-A & B-B 1.00 11.780 11.780 0.350 4.123
Betweeen Grid B-B & C-C 1.00 11.780 11.780 0.350 4.123
Betweeen Grid D-D & E-E 1.00 11.780 11.780 0.350 4.123
Betweeen Grid 1-1 & 2-2 1.00 22.820 22.820 0.350 7.987
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.350 6.489
Staircase
First landing slab 1.00 2.100 2.100 0.485 1.018
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 1.00 3.360 3.360 0.350 1.176
Second Landing slab 1.00 1.660 1.660 2.100 3.486
Second Flight
Landing slab 1.00 2.045 2.045 2.100 4.294
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 1.00 3.360 3.360 0.350 1.176
382.610 Sq.m
Fourth Floor
Music and Art 1.00 7.630 7.630 6.300 48.069
Staircse portion 1.00 7.630 7.630 4.400 33.572
Projections 1.00 41.590 41.590 0.740 30.776
Main beam
Along Grid
1.00 10.160 10.160 0.650 6.604
3-3
Secondary Beam
Betweeen Grid B-B & C-C 1.00 6.930 6.930 0.350 2.425
Betweeen Grid 3-3 & 4-4 1.00 18.540 18.540 0.350 6.489
127.935 Sq.m
Total 1:3 plaster on ceiling 1693.314 Sq.m

12mm thick cement plaster in (1:4) in

12.2 Sq.m
Internal Wall etc
Ground Floor
Headmaster's room 1.00 23.000 23.000 2.875 66.125
Teacher's room 1 1.00 23.000 23.000 2.875 66.125
ECD 1.00 23.000 23.000 2.875 66.125
Account room 1.00 14.160 14.160 2.875 40.710
Exam room 1.00 14.160 14.160 2.875 40.710
Corridor and staircase portion 1.00 53.125 53.125 2.875 152.734
Female Toilet
Inside WC 5.00 4.420 22.100 2.250 49.725
5.00 1.000 5.000 2.875 14.375
Ouside WC 1.00 5.200 5.200 2.250 11.700
1.00 13.930 13.930 2.875 40.048
Partion wall for urinal 1.00 11.080 11.080 1.800 19.944
Male Toilet
Inside WC 5.00 5.420 27.100 2.250 60.975
5.00 1.000 5.000 2.875 14.375
Ouside WC 1.00 6.815 6.815 2.250 15.333
1.00 19.418 19.418 2.875 55.826
Partion wall for urinal 1.00 3.880 3.880 1.800 6.984
Inside disabled toilet 1.00 9.000 9.000 2.875 25.875

Araniko S.S. Page36of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
WC for teachers 1.00 4.520 4.520 2.875 12.995
Sides of openings
W1(1800*1200) 9.00 6.000 54.000 0.230 12.420
W2(1800*1750) 1.00 7.100 7.100 0.230 1.633
W3(2100*875) 1.00 5.950 5.950 0.230 1.368
V1(600*600) 2.00 2.400 4.800 0.230 1.104
V2(2400*600) 2.00 6.000 12.000 0.230 2.760
V3(1000*600) 1.00 3.200 3.200 0.230 0.736
DW1(2000*2450) 1.00 6.900 6.900 0.230 1.587
D2(1500*2450) 1.00 6.400 6.400 0.230 1.472
D3(1000*2450) 3.00 5.900 17.700 0.230 4.071
D4(750*2100) 11.00 5.650 62.150 0.230 14.294
D5(1100*2450) 6.00 6.000 36.000 0.230 8.280
D6(1200*2450) 1.00 6.100 6.100 0.230 1.403
Deduction for openings
W1(1800*1200) -9.00 1.800 -16.200 1.200 -19.440
W2(1800*1750) -1.00 1.800 -1.800 1.750 -3.150
W3(2100*875) -1.00 2.100 -2.100 0.875 -1.837
V1(600*600) -2.00 0.600 -1.200 0.600 -0.720
V2(2400*600) -2.00 2.400 -4.800 0.600 -2.880
V3(1000*600) -1.00 1.000 -1.000 0.600 -0.600
DW1(2000*2450) -1.00 2.000 -2.000 2.450 -4.900
D2(1500*2450) -1.00 1.500 -1.500 2.450 -3.675
D3(1000*2450) -3.00 1.000 -3.000 2.450 -7.350
D4(750*2100) -22.00 0.750 -16.500 2.100 -34.650
D5(1100*2450) -12.00 1.100 -13.200 2.450 -32.340
D6(1200*2450) -1.00 1.200 -1.200 2.450 -2.940
697.330 Sq.m
First Floor
Class 1 1.00 23.000 23.000 2.875 66.125
Class 2 1.00 23.000 23.000 2.875 66.125
Class 3 1.00 23.000 23.000 2.875 66.125
Class 4 1.00 23.000 23.000 2.875 66.125
Class 5 1.00 23.000 23.000 2.875 66.125
Teacher's room 1.00 23.000 23.000 2.875 66.125
Admin 1.00 14.160 14.160 2.875 40.710
WC for teachers 1.00 5.400 5.400 2.875 15.525
Corridor and staircase portion 1.00 65.300 65.300 2.875 187.737
Sides for openings
W1(1800*1200) 13.00 6.000 78.000 0.230 17.940
W2(1800*1750) 2.00 7.100 14.200 0.230 3.266
W3(2100*875) 1.00 5.950 5.950 0.230 1.368
D5(1100*2450) 12.00 6.000 72.000 0.230 16.560
D3(1000*2450) 1.00 5.900 5.900 0.230 1.357
Deduction for openings
W1(1800*1200) 13.00 1.800 23.400 1.200 28.080
W2(1800*1750) -2.00 1.800 -3.600 1.750 -6.300
W3(2100*875) -1.00 2.100 -2.100 0.875 -1.837
D5(1100*2450) -24.00 1.100 -26.400 2.450 -64.680
D3(1000*2450) -2.00 1.000 -2.000 2.450 -4.900
631.576 Sq.m
Second Floor
Class 6A 1.00 23.000 23.000 2.875 66.125
Class 6B 1.00 23.000 23.000 2.875 66.125
Class 7A 1.00 23.000 23.000 2.875 66.125
Class 7B 1.00 23.000 23.000 2.875 66.125
Class 8A 1.00 23.000 23.000 2.875 66.125
Computer Lab 1.00 32.260 32.260 2.875 92.747
Corridor and staircase portion 1.00 65.300 65.300 2.875 187.737
Sides for openings
W1(1800*1200) 13.00 6.000 78.000 0.230 17.940
W2(1800*1750) 2.00 7.100 14.200 0.230 3.266
W3(2100*875) 1.00 5.950 5.950 0.230 1.368
D5(1100*2450) 13.00 6.000 78.000 0.230 17.940

Araniko S.S. Page37of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Deduction for openings
W1(1800*1200) 13.00 1.800 23.400 1.200 28.080
W2(1800*1750) -2.00 1.800 -3.600 1.750 -6.300
W3(2100*875) -1.00 2.100 -2.100 0.875 -1.837
D5(1100*2450) -26.00 1.100 -28.600 2.450 -70.070
601.496 Sq.m
Third Floor
Class 8B 1.00 23.000 23.000 2.875 66.125
Class 11 1.00 23.000 23.000 2.875 66.125
Class 12 1.00 23.000 23.000 2.875 66.125
Lab 1 1.00 23.000 23.000 2.875 66.125
Lab 2 1.00 23.000 23.000 2.875 66.125
Lab 3 1.00 23.000 23.000 2.875 66.125
SMC 1.00 19.200 19.200 2.875 55.200
Corridor and staircase portion 1.00 65.300 65.300 2.875 187.737
Sides for openings
W1(1800*1200) 13.00 6.000 78.000 0.230 17.940
W2'(1800*1850) 2.00 7.300 14.600 0.230 3.358
W3'(2100*975) 1.00 6.150 6.150 0.230 1.414
D5'(1100*2550) 13.00 6.200 80.600 0.230 18.538
Deduction for openings
W1(1800*1200) 13.00 1.800 23.400 1.200 28.080
W2'(1800*1850) -2.00 1.800 -3.600 1.850 -6.660
W3'(2100*975) -1.00 2.100 -2.100 0.975 -2.047
D5'(1100*2550) -26.00 1.100 -28.600 2.550 -72.930
627.380 Sq.m
Fourth Floor
Music and Art 1.00 27.860 27.860 2.875 80.097
Staircse portion 1.00 24.060 24.060 2.875 69.172
Sides for openings
W1(1800*1200) 5.00 6.000 30.000 0.230 6.900
D5'(1100*2550) 1.00 6.200 6.200 0.230 1.426
Deduction for openings
W1(1800*1200) -5.00 1.800 -9.000 1.200 -10.800
D5'(1100*2550) -3.00 1.100 -3.300 2.550 -8.415
138.380 Sq.m
Total 1:4 inner plaster 2696.162 Sq.m

12mm thick cement plaster in (1:4) in

12.3 Sq.m
External Wall etc
Upto Plinth level
Around Building 1.00 48.894 48.890 0.450 22.000 Sq.m

Ground Floor
Around Building 1.00 96.856 96.850 2.875 278.443
Wall on side of door 2.00 1.700 3.400 1.000 3.400
Column 1.00 1.800 1.800 2.875 5.175
Ramp support wall 2.00 10.840 21.680 0.350 0.225 4.878
Flower bed near front lobby
Flower bed 1 1.00 5.570 5.570 0.600 3.342
Flower bed 2 1.00 11.040 11.040 0.600 6.624
Flower bed at backside of building
Flower bed 1 1.00 3.310 3.310 0.600 1.986
Flower bed 2 1.00 6.075 6.075 0.600 3.645
Flower bed near ramp 1.00 10.160 10.160 0.600 6.096
Deduction for openings
W1(1800*1200) -9.00 1.800 -16.200 1.200 -19.440
W2(1800*1750) -1.00 1.800 -1.800 1.750 -3.150
W3(2100*875) -1.00 2.100 -2.100 0.875 -1.837
V1(1800*1200) -2.00 0.600 -1.200 1.200 -1.440
V2(1800*1200) -2.00 2.400 -4.800 1.200 -5.760
V3(1800*1200) -1.00 1.000 -1.000 1.200 -1.200
DW1(2000*2450) -1.00 2.000 -2.000 2.450 -4.900
D2(1500*2450) -1.00 2.000 -2.000 2.450 -4.900
D3(1000*2450) -3.00 2.000 -6.000 2.450 -14.700

Araniko S.S. Page38of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
D6(1200*2450) -1.00 1.200 -1.200 2.450 -2.940
253.322 Sq.m
First Floor
Around Building 1.00 80.420 80.420 2.875 231.207
Deduction for openings
W1(1800*1200) -13.00 1.800 -23.400 1.200 -28.080
W2(1800*1750) -2.00 1.800 -3.600 1.750 -6.300
W3(2100*875) -1.00 2.100 -2.100 0.875 -1.837
194.990 Sq.m
Second Floor
Around Building 1.00 80.420 80.420 2.875 231.207
Deduction for openings
W1(1800*1200) -13.00 1.800 -23.400 1.200 -28.080
W2(1800*1750) -2.00 1.800 -3.600 1.750 -6.300
W3(2100*875) -1.00 2.100 -2.100 0.875 -1.837
194.990 Sq.m
Third Floor
Around Building 1.00 80.420 80.420 2.875 231.207
Deduction for openings
W1(1800*1200) -13.00 1.800 -23.400 1.200 -28.080
W2'(1800*1850) -2.00 1.800 -3.600 1.850 -6.660
W3'(2100*975) -1.00 2.100 -2.100 0.975 -2.047
194.420 Sq.m
Fourth Floor
Around Building 1.00 42.163 42.163 2.875 121.218 Outer face
Parapet wall 2.00 57.925 115.850 0.600 69.510 Both face
1.00 57.925 57.925 0.115 6.661 On top
Column 8.00 1.800 14.400 1.000 14.400
Column 3.00 2.000 6.000 1.000 6.000
Deduction for openings
W1(1800*1200) -5.00 1.800 -9.000 1.200 -10.800
W3'(2100*975) -1.00 2.100 -2.100 0.975 -2.047
D5'(1100*2550) -1.00 1.100 -1.100 2.550 -2.805
202.137 Sq.m
Roof Top
Parapet wall 2.00 24.330 48.660 0.600 29.196 Both face
1.00 24.330 24.330 0.115 2.797 On top
Column 6.00 2.000 12.000 1.000 12.000
Column 3.00 2.200 6.600 1.000 6.600
50.593 Sq.m
Total 1:4 external plaster 1061.859 Sq.m

20mm thick cement sand plaster(1:4)

on floor of good finish including racking
12.4 Sq.m
of joints,wetting the surface and curing
the work all complete.
Ground Floor
Ramp Floor 2.00 5.420 10.840 1.000 10.840
Total 1:4 floor plaster 10.840 Sq.m

3/4X1.5" thick pani patti in cement

13.5 Rm
sand mortar(1:3).
Ground F loor cantiliver slab 1.00 83.520 83.520 83.520
First Floor cantiliver slab 1.00 81.934 81.930 81.930
Second Floor cantiliver slab 1.00 82.659 82.650 82.650
Third Floor cantiliver slab 1.00 83.186 83.180 83.180
Fourth Floor cantiliver slab 1.00 44.740 44.740 44.740
Total panipatti work 376.020 Rm

13.6 Cement Skirting Rm

Ground Floor
Headmaster's room 1.00 23.000 23.000 23.000
Teacher's room 1 1.00 23.000 23.000 23.000
ECD 1.00 23.000 23.000 23.000
Account room 1.00 14.160 14.160 14.160

Araniko S.S. Page39of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Exam room 1.00 14.160 14.160 14.160
D5(1100*2450) -6.00 1.100 -6.600 -6.600
90.720 Rm
First Floor
Class 1 1.00 23.000 23.000 23.000
Class 2 1.00 23.000 23.000 23.000
Class 3 1.00 23.000 23.000 23.000
Class 4 1.00 23.000 23.000 23.000
Class 5 1.00 23.000 23.000 23.000
Teacher's room 1.00 23.000 23.000 23.000
Admin 1.00 19.200 19.200 19.200
Deduction for openings 0.000
D5(1100*2450) -12.00 1.100 -13.200 -13.200
144.000 Rm
Second Floor
Class 6A 1.00 23.000 23.000 23.000
Class 6B 1.00 23.000 23.000 23.000
Class 7A 1.00 23.000 23.000 23.000
Class 7B 1.00 23.000 23.000 23.000
Class 8A 1.00 23.000 23.000 23.000
Computer Lab 1.00 32.260 32.260 32.260
Deduction for openings
D5(1100*2450) -13.00 1.100 -14.300 -14.300
132.960 Rm
Third Floor
Class 8B 1.00 23.000 23.000 23.000
Class 11 1.00 23.000 23.000 23.000
Class 12 1.00 23.000 23.000 23.000
Lab 1 1.00 23.000 23.000 23.000
Lab 2 1.00 23.000 23.000 23.000
Lab 3 1.00 23.000 23.000 23.000
SMC 1.00 19.200 19.200 19.200
Deduction for openings 0.000
D5'(1100*2450) -13.00 1.100 -14.300 -14.300
142.900 Rm
Fourth Floor
Music and Art 1.00 27.860 27.860 27.860
Terrace 1.00 95.822 95.822 95.822
Deduction for openings 0.000
D5'(1100*2550) -1.00 1.100 -1.100 -1.100
122.582 Rm
Roof Top
Terrace 1.00 25.600 25.600 25.600
25.600 Rm
Total cement skirting work 658.762 Rm

14 Doors and Windows

14.1 Door and window Frame
Salwood frame of size 75*100mm Cu.m
Door Frame
Ground Floor
DW(2000*2450) 1.00 8.900 8.900 0.075 0.100 0.066
2.00 2.900 5.800 0.075 0.100 0.043
D6(1200*2450) 1.00 7.300 7.300 0.075 0.100 0.054
D2(1500*2450) 1.00 7.900 7.900 0.075 0.100 0.059
D3(1000*2450) 3.00 6.900 20.700 0.075 0.100 0.155
D4(750*2100) 11.00 4.950 54.450 0.075 0.100 0.408
D5(1100*2450) 6.00 7.100 42.600 0.075 0.100 0.319
First Floor
D5(1100*2450) 12.00 7.100 85.200 0.075 0.100 0.639
D3(1000*2100) 1.00 6.900 6.900 0.075 0.100 0.051
Second Floor
D5(1100*2450) 13.00 7.100 92.300 0.075 0.100 0.692
Third Floor
D5'(1100*2550) 13.00 7.300 94.900 0.075 0.100 0.711

Araniko S.S. Page40of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Fourth Floor
D5'(1100*2550) 2.00 7.300 14.600 0.075 0.100 0.109
Total salwood frame work 3.306 Cu.m

14.2 Solid core flush door shutter

Supplying and fitting ready made Teak

wood doors,special (Seasoned and
14.2.1 Sq.m
Poisoned treated one side teak) with all
necessary hardware all complete.

Ground Floor
D5(1100*2450) 5.00 0.974 4.870 2.037 9.920
First Floor
D5(1100*2450) 12.00 0.974 11.688 2.037 23.808
Second Floor
D5(1100*2450) 13.00 0.974 12.662 2.037 25.792
Third Floor
D5(1100*2550) 13.00 0.974 12.662 2.037 25.792
Fourth Floor
D5(1100*2550) 2.00 0.974 1.948 2.037 3.968
Total solid core flush door shutter 89.280 Sq.m

Supplying and fitting ready made Teak

wood doors,special (Seasoned and
14.2.2 Poisoned treated teak finish at one side Sq.m
and waterproof ply on other side) with
all necessary hardware all complete.
Ground Floor
D3(1000*2450) 3.00 0.874 2.622 2.037 5.341
D4(750*2100) 11.00 0.624 6.864 2.037 13.981
First Floor
D3(1000*2450) 1.00 0.874 0.874 2.037 1.780
Total solid core flush door shutter 21.102 Sq.m

Making, fitting & fixing pannel door

shutter with 38mm thick sal wood
14.3 frame including all necessary approved Sq.m
quality of hardware fittings according to
inst. of site eng.all complete work.

D6(1200*2450) 1.00 1.074 1.074 2.037 2.187

D2(1500*2450) 1.00 1.374 1.374 2.037 2.798
DW(2000*2450) 1.00 1.874 1.874 2.037 3.817
Total panelled door 8.802 Sq.m

Supplying and fitting 38mm x 75mm

14.4 sal frame ventilation with 5mm glass Sq.m
with listi all complete
Ground Floor
D5(1100*2450) 6.00 0.974 5.844 0.299 1.747
D3(1000*2450) 3.00 0.874 2.622 0.299 0.783
DW1(2000*2450) 2.00 0.600 1.200 1.700 2.040
First Floor
D5(1100*2450) 12.00 0.974 11.688 0.299 3.494
D3(1000*2450) 1.00 0.874 0.874 0.299 0.261
Second Floor
D5(1100*2450) 13.00 0.974 12.662 0.299 3.785
Third Floor
D5'(1100*2550) 13.00 0.974 12.662 0.399 5.052
Fourth Floor
D5'(1100*2550) 2.00 0.974 1.948 0.399 0.777
Total sal frame ventilation 17.939 Sq.m

Araniko S.S. Page41of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Fitting 5mm glass in window with listi
14.5 Sq.m
all complete in ventilation of main door.
Ground Floor
D6(1200*2450) 1.00 1.074 1.074 0.299 0.321
D2(1500*2450) 1.00 1.374 1.374 0.299 0.410
DW1(2000*2450) 1.00 1.874 1.874 0.299 0.560
Total glasswork with listi 1.291 Sq.m

14.4 Window/ventilation
14.3.1 Supplying and fitting metal window Sq.m
Ground Floor
W1(1800*1200) 9.00 1.800 16.200 1.200 19.440
W2(1800*1750) 2.00 1.800 3.600 1.750 6.300
W3(2100*875) 1.00 2.100 2.100 0.875 1.837
V1(600*600) 2.00 0.600 1.200 0.600 0.720
V2(2400*600) 2.00 2.400 4.800 0.600 2.880
V3(1000*600) 1.00 1.000 1.000 0.600 0.600
First Floor
W1(1800*1200) 13.00 1.800 23.400 1.200 28.080
W2(1800*1750) 2.00 1.800 3.600 1.750 6.300
W3(2100*875) 1.00 2.100 2.100 0.875 1.837
V1(600*600) 1.00 0.600 0.600 0.600 0.360
Second Floor
W1(1800*1200) 13.00 1.800 23.400 1.200 28.080
W2(1800*1750) 2.00 1.800 3.600 1.750 6.300
W3(2100*875) 1.00 2.100 2.100 0.875 1.837
Third Floor
W1(1800*1200) 13.00 1.800 23.400 1.200 28.080
W2'(1800*1850) 2.00 1.800 3.600 1.850 6.660
W3'(2100*975) 1.00 2.100 2.100 0.975 2.047
Fourth Floor
W1(1800*1200) 5.00 1.800 9.000 1.200 10.800
Total metal window 152.158 Sq.m

Supplying and fitting metal casement

14.3.2 Sq.m
window
Ground Floor
V1(600*600) 2.00 0.600 1.200 0.600 0.720
First Floor
V1(600*600) 1.00 0.600 0.600 0.600 0.360
Total metal casement window 1.080 Sq.m

15 COLOURING /PAINTING WORKS

15.1 INTERIOR DISTEMPER PAINT
Total internal wall paint As per inner plaster work 2696.162
Total ceiling paint As per ceiling plaster work 1693.314
Deduction for outer projected slab
Projected slab of ground floor -1.00 19.110 -19.110 1.635 -31.244
-1.00 52.910 -52.910 0.550 -29.100
Projected slab of First Floor -1.00 73.650 -73.650 0.600 -44.190
Projected slab of Second Floor -1.00 73.650 -73.650 0.700 -51.555
Projected slab of Third Floor -1.00 73.650 -73.650 0.740 -54.501
Projected slab of Fourth Floor -1.00 41.590 -41.590 0.740 -30.776
Total distemper paint 4148.110 Sq.m

15.2 EXTERIOR WEATHERCOAT PAINT

Total external wall paint As per outer plaster work 1061.859
Outer projected slab
Projected slab of ground floor 1.00 19.110 19.110 1.635 31.244
1.00 52.910 52.910 0.550 29.100
Projected slab of First Floor 1.00 73.650 73.650 0.600 44.190
Projected slab of Second Floor 1.00 73.650 73.650 0.700 51.555
Projected slab of Third Floor 1.00 73.650 73.650 0.740 54.501
Projected slab of Fourth Floor 1.00 41.850 41.850 0.740 30.969

Araniko S.S. Page42of209 4-com-27

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Total weather coat paint 1303.418 Sq.m

Supplying and Applying 3 coats of

chapra polish after rendering the
15.3 Sqm
surface on flush door shutter work all
complete
Ground Floor
D3(1000*2450) 3.00 0.874 2.622 2.000 2.037 10.682
D4(750*2100) 11.00 0.624 6.864 2.000 2.037 27.963
D5(1100*2450) 5.00 0.974 4.870 2.000 2.037 19.840
First Floor
D5(1100*2450) 12.00 0.974 11.688 2.000 2.037 47.616
D3(1000*2450) 1.00 0.874 0.874 2.000 2.037 3.560
Second Floor
D5(1100*2450) 13.00 0.974 12.662 2.000 2.037 51.584
Third Floor
D5(1100*2450) 13.00 0.974 12.662 2.000 2.037 51.584
Fourth Floor
D5(1100*2450) 2.00 0.974 1.948 2.000 2.037 7.936
Total chapra polish work 220.765 Sq.m

Two coats of ready made Enamel

paints of approved colour over one
15.4 Sqm
coats of primer painting over properly
sanded wooden surface all complete.
Door Frame
Ground Floor
DW1(2000*2450) 1.00 8.900 8.900 0.250 2.225
2.00 2.900 5.800 0.250 1.450
D6(1200*2450) 1.00 7.300 7.300 0.250 1.825
D2(1500*2450) 1.00 7.900 7.900 0.250 1.975
D3(1000*2450) 3.00 6.900 20.700 0.250 5.175
D4(750*2100) 11.00 4.275 47.025 0.250 11.756
D5(1100*2450) 5.00 7.100 35.500 0.250 8.875
On Shutter
D6(1200*2450) 1.00 1.200 1.200 2.100 2.250 5.670
D2(1500*2450) 2.00 1.500 3.000 2.100 2.250 14.175
DW1(2000*2450) 1.00 2.000 2.000 2.100 2.250 9.450
2.00 0.600 1.200 1.700 1.000 2.040
First Floor
D5(1100*2450) 12.00 7.100 85.200 0.250 21.300
D3(1000*2450) 1.00 6.900 6.900 0.250 1.725
Second Floor
D5(1100*2450) 13.00 7.100 92.300 0.250 23.075
Third Floor
D5'(1100*2550) 13.00 7.300 94.900 0.250 23.725
Fourth Floor
D5'(1100*2550) 2.00 7.300 14.600 0.250 3.650
On Grill
Ground Floor
W1(1800*1200) 10.00 1.800 18.000 1.200 21.600
W2(1800*1750) 2.00 1.800 3.600 1.750 6.300
W3(2100*875) 1.00 2.100 2.100 0.875 1.837
First Floor
W1(1800*1200) 13.00 1.800 23.400 1.200 28.080
W2(1800*1750) 2.00 1.800 3.600 1.750 6.300
W3(2100*875) 1.00 2.100 2.100 0.875 1.837
Second Floor
W3(2100*875) 1.00 2.100 2.100 0.875 1.837
Third Floor
W3'(2100*975) 1.00 2.100 2.100 0.975 2.047
Total enamel paint work 207.929 Sq.m

16 Railing work

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height

Staircase railing work with 50mm

stainless steel pipe hand railing with
50mm stainless steel pipe vertical post
at 2m spacing and two 25mm stainless
16.1 steel pipe between hand rail and Rm
ground on height 750 to 900 mm as
per design drawing & specification &
instructon site incharge.(Staircase
railing work)

Staircase railing
Ground Floor 1.00 7.275 7.270 7.270
First Floor 1.00 7.275 7.270 7.270
Second Floor 1.00 7.275 7.270 7.270
Third Floor 1.00 7.275 7.270 7.270
Fourth Floor 1.00 2.100 2.100 2.100
Ramp railing
Ground Floor 2.00 5.420 10.840 10.840
1.00 2.200 2.200 2.200
Total railing for staircase and ramp 44.220 Rm

Fitting and fixing of railing with 50mm

stainless steel pipe hand railing with
16.2
50mm stain less steel pipe vertical post
one line 25mm stainless steel pipe.
50 mm Stainless steel pipe
Fourth Floor
1 layer 50 mm dia railing 1.00 58.210 58.210 58.210
58.210 Rm
Roof Top
1 layer 50 mm dia railing 1.00 33.890 33.890 33.890
33.890 Rm
Total 50 mm Stainless steel pipe 92.100 Rm

25mm Stainless steel pipe

Fourth Floor
25 mm dia vertical post 88.0 0.400 35.200 35.200
1 layer 25 mm dia railing 1.00 58.210 58.210 58.210
93.410 Rm
Roof Top
25 mm dia vertical post 56.0 0.400 22.400 22.400
1 layer 25 mm dia railing 1.00 33.890 33.890 33.890
56.290 Rm
Total 25 mm Stainless steel pipe 149.700 Rm

17 PLINTH PROTECTION WORKS

Around Building 1.00 78.000 78.000 78.000
Total plinth protection work 78.000 Rm

18 WATER PROOFING TREATMENT

Elastocrete cementitious elastometric

water proofing coating 2 components
capacity per kg 6 sq.ft 2 coat including
supply and applying all complete work
as per drawing, specification and
direction of the engineer .

Ground Floor
On walls
Boys Toilet
Inner toilet 5.00 5.20 26.000 1.20 31.200
Inside disabled toilet 1.00 9.650 9.650 1.20 11.580
Outside boys toilet and disabled toilet 1.00 23.310 23.310 1.20 27.972
Floor 1.00 6.300 6.300 5.200 32.760
1.00 1.670 1.670 1.270 2.120

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Girls Toilet
Inner toilet 5.00 5.20 26.000 1.20 31.200
Outside WC 1.00 30.473 30.470 1.20 36.564
Floor 1.00 6.300 6.300 5.200 32.760
Deduction for openings
D1(1000*2100) -2.00 1.000 -2.000 1.200 -2.400
D2(900*2100) -1.00 0.900 -0.900 1.200 -1.080
D3(750*2100) -22.00 0.750 -16.500 1.200 -19.800
WC for teacher
Wall 1.00 4.310 4.310 1.200 5.172
Floor 1.00 1.305 1.305 1.225 1.598
189.646 Sq.m
First Floor
WC for teacher
Wall 1.00 4.400 4.400 1.200 5.280
Floor 1.00 1.500 1.500 1.200 1.800
7.080 Sq.m
Fourth Floor
Terrace 1.00 24.220 24.220 13.280 321.641
Deduction for staircase portion,music
-1.00 11.390 -11.390 7.970 -90.778
art room
230.863 Sq.m
Roof Top
Terrace 1.00 11.275 11.275 7.855 88.565
88.565 Sq.m
Total water proofing work 516.154 Sq.m

19 GRILL WORK
Ground Floor
W1(1800*1200) 10.00 1.800 18.000 1.200 21.600
W2(1800*1750) 2.00 1.800 3.600 1.750 6.300
W3(2100*875) 1.00 2.100 2.100 0.875 1.837
First Floor
W1(1800*1200) 13.00 1.800 23.400 1.200 28.080
W2(1800*1750) 2.00 1.800 3.600 1.750 6.300
W3(2100*875) 1.00 2.100 2.100 0.875 1.837
Second Floor
W3(2100*875) 1.00 2.100 2.100 0.875 1.837
Third Floor
W3'(2100*975) 1.00 2.100 2.100 0.975 2.047
Total Grill work 69.838 Sq.m

Supplying & fixing of spiral staircase

with 4"-6" black pipe post medium
class, 20mm square pipe railing ,
20 Rm
32mm handrail, width of staircase
90cm including red oxide primer coat
and necessary fittings

Fourth floor to top floor 1 3 3.000 3.000

3.000 Rm

Araniko S.S. Page45of209 4-com-27

 ST of 300 users and SP 1 should be used for Tc(XL)
1 ST and 1 SP SMALL
Detail Measurement Sheet (TC(XL))

S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT

1 EARTH WORKS
1.1 SITE CLEARANCE & MOBILIZATION :
1 17.47 11.75 205.27
Septic Tank 1 67.43 Area 67.43
Soak Pit 1 29.22 Area 29.22
Total of SITE CLEARANCE & MOBILIZATION : 301.92 sq.m

1.2 EARTHWORK IN EXCAVATION :

Foundation
For Isolated Foundation 9 1.50 1.50 1.50 30.38
For Trench Plan
Along Grid A, B and C 3 5.50 0.60 0.90 8.91
Along Grid 1 and 3 2 10.00 0.60 0.90 10.80
For Drain 1 13.40 0.93 0.25 3.35
For Septic Tank 1 8.80 5.25 3.36 155.23
Soak Pit 1 15.21 Area 3.85 58.56

Total of EARTHWORK IN EXCAVATION : 267.23 cu.m

1.3 EARTH BACK FILLING :

Total Excavated Soil 267.23
Boulder Soling
Base of Foundation -9 1.20 1.20 0.20 -2.59
Trench Plan
Along Grid A, B, C -3 7.30 0.45 0.10 -0.99
Along Grid 1,2 and 3 -3 11.80 0.45 0.10 -1.59
Side of Ramp -2 6.23 0.45 0.10 -0.56
Drain -1 13.40 1.15 0.10 -1.54

PCC
Base of Foundation -9 1.20 1.20 0.10 -1.30
Trench Plan
Along Grid A, B, C -3 7.30 0.45 0.05 -0.49
Along Grid 1,2 and 3 -3 11.80 0.45 0.05 -0.80
Side of Ramp -2 6.23 0.45 0.05 -0.28
Drain -1 13.40 0.63 0.08 -0.63
Foundation Tie Beam
Along Grid A, B, C -3 7.70 0.25 0.30 -1.73
Along Grid 1,2 and 3 -3 12.20 0.25 0.30 -2.75
Column Below Ground level
Along A, B, C -9 0.40 0.40 0.85 -1.22
Stone Masnory Below Ground Lvl
Along Grid A, B, C -3 7.70 0.35 0.85 -6.87
Along Grid 1 and 3 -2 12.20 0.35 0.85 -7.26
Side of Ramp -2 6.23 0.45 0.68 -3.78

Room -2 6.25 5.75 0.18 -2.19

Corridor -2 6.25 0.88 0.18 -2.19
Septic Tank
Soling -1 2.54 -2.54
PCC -1 5.23 -5.23
RCC -1 3.65 -3.65
-1 7.00 4.95 2.45 -84.89
-1 1.25 0.75 0.65 -0.61

Total of EARTH BACK FILLING : 220.70 cu.m

1.4 BOULDER SOLING

Boulder Soling
Base of Foundation 9 1.20 1.20 0.20 2.59

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Trench Plan
Along Grid A, B, C 3 7.30 0.45 0.10 0.99
Along Grid 1,2 and 3 3 11.80 0.45 0.10 1.59
Side of Ramp 2 6.23 0.45 0.10 0.56
Drain 1 13.40 1.15 0.10 1.54
Exterior Stairs 1 1.25 0.677 0.1 0.08
Room 2 6.25 5.75 0.20 2.50
Corridor 2 6.25 0.88 0.20 2.50
Septic Tank 1 7.30 5.25 0.06 2.30
2 1.40 0.83 0.06 0.14
Inside of soak Pit 1 5.73 2.75 15.76
Total of BOULDER SOLING 30.65 cu.m

1.5 Sand Filling

Periphery ot Soak pit 1 3.58 Area 3.00 10.74

Total of Sand Filling 10.74 cu.m

2 CONCRETE WORKS
2.1 P.C.C (1:3:6) Works
Base of Foundation 9 1.20 1.20 0.10 1.30
Below Foundation Beam
Along Grid A, B, C 3 7.30 0.45 0.05 0.49
Along Grid 1,2 and 3 3 11.80 0.45 0.05 0.80
Septic Tank
Bottom 2 5.25 0.53 0.15 0.83
2 1.40 0.83 0.08 0.19
1 5.25 0.25 0.13 0.17
1 4.00 5.25 0.13 2.73
1 2.00 5.25 0.14 1.47
Total of P.C.C (1:3:6) Works 7.95 cu.m
2.2 P.C.C (1:2:4) Works
Trench Plan
Along Grid A, B, C 3 7.30 0.35 0.05 0.38
Along Grid 1,2 and 3 3 11.80 0.35 0.05 0.62
Side of Ramp 2 6.23 0.45 0.05 0.28
Drain 1 13.40 0.63 0.08 0.68
1 13.40 0.78 0.08 0.84
Room 2 6.23 5.75 0.08 5.73
Corridor 2 6.23 2.25 0.08 2.24
Total of P.C.C (1:3:6) Works 11.00 cu.m
2.2 P.C.C. FOR R.C.C. WORKS
R.C.C Works M20
A Foundation
Isolated footing
Inclined Part 9 0.90 0.90 0.25 2.03
Rectangular Base 9 1.20 1.20 0.20 2.59
B Beam
Footing beam(250x300)
Along Grid A, B, C 3 7.70 0.25 0.30 1.73
Along Grid 1,2 and 3 3 12.20 0.25 0.30 2.75

Plinth beam(250x300)
Along Grid A, B, C 3 7.70 0.25 0.30 1.73
Along Grid 1,2 and 3 3 12.20 0.25 0.30 2.75

First floor level

Main beam(300x400 and 300*450)
Along Grid A, B, C/(1-2) 3 5.60 0.30 0.40 2.02
Along Grid A, B, C/(2-3) 3 2.10 0.30 0.45 0.85
Along Grid 1/(A-C) 1 11.20 0.30 0.40 1.34
Along 2, 3/(A-C) 2 11.20 0.30 0.45 3.02
Slab deduction
Main beam(300x450)
Along Grid A, B, C/(2-3) -3 2.10 0.30 0.15 -0.28

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Along 2, 3/(A-C) -2 11.20 0.30 0.15 -1.01
C Column
Ground floor plan
Total columns(400x400) 9 0.40 0.40 3.00 4.32

Column below ground level

9 0.40 0.40 1.20 1.73
D Slab
First floor level 1 13.35 2.90 0.15 0.44

E Lintel Bands
Along Grid A, B, C/(1-2) 3 5.60 0.25 0.13 0.53
Along Grid 1,2/(A-C) 2 11.20 0.25 0.13 0.70

Along Grid A, B, C/(1-2) 3 5.60 0.25 0.13 0.53

Along Grid 1,2/(A-C) 2 11.20 0.25 0.13 0.70
Deductions
Door(1000 wide) -2 1.00 0.25 0.13 -0.06
Door(900 wide) -2 0.90 0.25 0.13 -0.06
F Sill Bands
Along Grid A, B, C/(1-2) 3 5.60 0.25 0.08 0.32
Along Grid 1,2/(A-C) 2 11.20 0.25 0.08 0.42
Deductions
Door(1000 wide) -2 1.00 0.25 0.08 -0.04
Door(900 wide) -2 0.90 0.25 0.08 -0.03
G Septic Tank
Precast RCC Baffle Wall 2 4.40 0.08 0.60 0.42
Top Cover 1 7.00 4.95 0.10 3.47
2 1.25 0.75 0.10 0.19
Deduction Cap -4 0.60 0.60 0.10 -0.14
H Soak Pit
RCC slab 1 9.60 Area 0.13 1.20

Total of R.C.C Works M20 34.14 cu.m

2.3 STEEL REINFORCEMENT

160 KG Per cu.m 5,462.40
5,462.40 Kg
Total of STEEL REINFORCEMENT 5.46 Tons

2.4 FORM WORKS

Formworks for RCC
A Foundation
Isolated footing 9 4.80 0.20 8.64

B Beam
Footing beam(250x300)
Along Grid A, B, C 3 7.70 0.60 13.86
Along Grid 1,2 and 3 3 12.20 0.60 21.96

Plinth beam(250x300)
Along Grid A, B, C 3 7.70 0.60 13.86
Along Grid 1,2 and 3 3 12.20 0.60 21.96

First floor level

Main beam(300x400 and 300*450)
Along Grid A, B, C/(1-2) 3 5.60 1.10 18.48
Along Grid A, B, C/(2-3) 3 2.10 1.20 7.56
Along Grid 1/(A-C) 1 11.20 1.10 12.32
Along 2, 3/(A-C) 2 11.20 1.20 26.88
Slab deduction
Main beam(300x450)
Along Grid A, B, C/(2-3) -3 2.10 0.15 -0.95
Along 2, 3/(A-C) -2 11.20 0.15 -3.36

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
C Column
Ground floor plan
Total columns(400x400) 9 1.60 3.00 43.20

Column below ground level

9 1.60 1.20 17.28
E Slab
First floor level 1 13.35 2.90 38.72
1 32.50 0.13 4.23
F Lintel Bands
Along Grid A, B, C/(1-2) 3 5.60 0.25 4.20
Along Grid 1,2/(A-C) 2 11.20 0.25 5.60
0.25 0.25
Along Grid A, B, C/(1-2) 3 5.60 0.25 4.20
Along Grid 1,2/(A-C) 2 11.20 0.25 5.60
Deductions 0.25 0.25
Door(1000 wide) -2 1.00 0.25 -0.50
Door(900 wide) -2 0.90 0.25 -0.45
G Sill Bands
Along Grid A, B, C/(1-2) 3 5.60 0.15 2.52
Along Grid 1,2/(A-C) 2 11.20 0.15 3.36
Deductions
Door(1000 wide) -2 1.00 0.15 -0.30
Door(900 wide) -2 0.90 0.15 -0.27
H Septic Tank
Precast RCC Baffle Wall 2 4.40 1.28 11.26
Top Cover 1 7.00 4.95 34.65
2 1.25 0.75 1.88
Deduction Cap -4 0.60 0.60 -1.44
Top Slab Edge 1 26.90 0.10 2.69
I Soak Pit
Base Area 1 9.60 9.60
Along Sides 1 11.00 0.13 1.38
side formwork for void and Removable
2 2.44 0.13 0.61
Cover

Total of FORM WORKS 329.56 sq.m

3 BRICK/ STONE MASONRY WORKS

3.1 Brick MASONRY WORKS (1:6 c/s)
3.1.1 Masonry Works under Plinth beam
Along grid 1 and 3 2 12.20 0.23 1.200 6.73
Along grid A, D 2 7.70 0.23 1.200 4.25
Ramp
Cuboid portion 2 1.20 1.03 0.23 0.57
Slanted Portion 2 5.11 1.03 0.23 2.42
Water Tap 2 3.62 Area 0.23 1.67

Total of Masonry Works under Plinth beam 15.64 cu.m

3.1.2 Masonry Works over plinth beam
Ground floor
Along grid 1, 2,3 3 12.20 0.35 0.675 8.65
Along grid A, D 2 5.60 0.35 0.675 2.65
Along grid A 1 2.10 0.35 0.675 0.50
Side of Ramp 2 6.23 0.45 0.68 3.78
Deduction for doors
D1 -2 0.90 0.35 0.675 -0.43
D2 -2 1.00 0.35 0.675 -0.47
Total of Masonry Works over plinth beam 14.68 cu.m
BRICK MASONRY WORKS ( 1 : 4 c/s )
3.2 ONE SIDE FAIRFACE
Along grid 1 and 2 2 12.20 0.25 1.925 11.74
Along grid 3 1 6.10 0.25 0.825 1.26
Along grid A, D/(1-2) 2 5.60 0.25 1.925 5.39
Along grid A/(2-3) 1 2.10 0.25 1.925 1.01

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Deduction for doors and windows
Ground floor plan
D1 -2 0.90 0.25 2.20 -0.99
D2 -2 1.00 0.25 2.20 -1.10
Ventilations
V1 -2 3.28 0.25 0.38 -0.62
V2 -2 2.58 0.25 0.38 -0.49
V3(Rear) -2 6.10 0.25 0.38 -1.16
Total of BRICK MASONRY WORKS ( 1 : 4 c/s ) ONE SIDE FAIRFACE 15.08 cu.m

3.3 BRICK MASONRY WORKS ( 1 : 4 c/s )

Ground floor
Partitions 2 2.15 0.25 3.00 3.22
Full brick work in room 1 5.60 0.25 2.60 3.64
Septic Tank
Outer 2 7.00 0.38 2.45 13.03
4 1.73 0.38 2.45 6.44
4 0.75 0.25 0.62 0.47
2 0.75 0.25 0.62 0.23
1 0.75 0.38 1.93 0.55
1 0.75 0.38 2.00 0.57
Inner 1 4.20 0.25 2.45 2.57
1 0.50 0.75 0.17 0.06
1 0.50 0.75 0.12 0.05
Deduction 0.00
Opening -1 0.45 0.25 0.15 -0.02
Soak Pit Brick work 1 3.89 0.50 1.95

Total of BRICK MASONRY WORKS ( 1 : 4 c/s ) 32.47 cu.m

3.4 HALF BRICK WORKS ( 1 : 4 c/s )

Half brick work in room 4 2.90 0.13 3.00 4.35
Urinal Partition 8 1.77 0.13 3.00 5.31
T 2 3.53 0.13 3.00 2.65
Septic Tank
Inner 1 0.75 0.53 0.40

Total of HALF BRICK WORKS ( 1 : 4 c/s ) 12.71 cu.m

3.5 Honey Comb Brick (400 mm) Works (1:3c/s)
Soak Pit Brick work 1 3.89 2.50 9.73
Total of Honey Comb Brick (400 mm) Works (1:3c/s) 9.73 cu.m

4 DOORS & WINDOWS WORKS

4.1 METAL FRAME
Ventilation frame V1 2 7.30 14.60
V2 2 5.91 11.82
V3 2 2.00
Total of METAL FRAME 29.00 r.m
4.2 METAL DOOR
4.2.1 METAL DOOR/WINDOW Shutter 12.95
D1 2 0.90 2.10 3.78
D2 2 1.00 2.10 4.20
D3 10 0.75 2.10 15.75
Total of METAL DOOR/WINDOW Shutter 24.00 sq.m
5 FLOORING WORKS
5.1 CEMENT CONCRETE FLOOR
Room 2 6.23 5.75 71.59
Corridor 2 6.23 2.25 28.01
Ramp
Cuboid portion 2 1.20 1.03 2.47
Slanted Portion 2 5.11 1.03 10.53
Drain 1 13.40 0.78 10.45
1 13.40 0.93 12.46

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Exterior Stairs 1 1.25 0.9 1.13

Total of CEMENT CONCRETE FLOOR 137.00 sq.m

5.2 NEAT CEMENT SKIRTING

Corridor 2 15.55 31.10

Perimeter Skirting 1 45.925 45.93

Total of NEAT CEMENT SKIRTING 77.03 r.m
5.3 TERRAZO CAST IN-SITU DADO
Internal floor of room 2 6.25 3.45 43.13
2 3.35 2.3 15.41
Internal floor 2 2.65 2.169 11.50

Wall
Internal wall of internal room 2 38.90 2.10 163.38
Walls of T-Shaped 2 6.38 2.10 26.78
Internal Walls 2 6.99 2.10 29.36
Deductions for Half Brick walls
-1 0.9 2.1 -1.89
-1 0.9 2.1 -1.89
Half brick wall both sides
Water Tough Floor 2 6.25 0.625 7.81
Elevation Portion 2 2.8 0.925 5.18
2 2.8 0.775 4.34
Total of TERRAZO CAST IN-SITU DADO 303.11 sq.m
6 ROOFING/ TERRACING WORKS
6.1 Metal Works
Total
Description Nos length Kg/m Total
Length
A Truss
Top Chord NB40M 10 3.37 3.61 121.66
Bottom Chord NB40M 5 6.30 3.61 113.72
Struts NB32M 5 4.15 3.14 65.16
Side Post NB 40M 5 1.904 3.61 34.37
King Post NB40M 10 0.94 3.61 33.93
Purlin NB 40M 10 14.60 3.61 527.06
Bracing NB 40M 16 3.23 3.61 186.56
Runner NB 40M 2 14.60 3.61 105.41
25% Wastes for Nuts and Bolts 1187.87 296.97
Total of Truss 1,485.00 k.g

6.2 CGI SHEET ROOFING

2.00 14.60 3.43 100.01
Total of CGI SHEET ROOFING 101.00 sq.m

6.3 CGI SHEET ROOFING RIDGE 1.00 14.60 14.60

Total of CGI SHEET ROOFING RIDGE 14.6 r.m
Volume Density
6.4 GI FACIA (EAVES)
2 14.600 0.26 9.42 71.52
10% For wastage, Nut,Bolts and Plate 71.52 7.15
Total of Metal Works 79.00
7 PLASTERING/ WALL FINISHING WORKS
7.1 CEMENT PLASTER WORKS
7.1.1 ON INNER WALL (1:6):
Wall
Internal wall of internal room 2 26.40 0.90 47.52
Internal wall by the side of corridor 2 6.25 0.45 5.63
Walls of T-Shaped 2 6.38 0.90 11.48
Internal Walls 2 6.99 0.90 12.58
Internal walls of Corridor 2 15.55 1.95 60.65
Deductions for Half Brick walls
Doors -2 0.9 0.9 -1.62
-2 0.9 0.9 -1.62

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Ventilations 0.00
V1 -2 3.28 0.38 -2.49
V2 -2 2.58 0.38 -1.96
V3(Rear) -2 6.10 0.38 -4.64
Inside Septic Tank 1 16.40 2.45 40.18
1 12.40 2.45 30.38
1 3.00 0.53 1.59
1 2.50 0.50 1.25
1 0.93 0.75 0.70
1 0.76 0.75 0.57
Deduction 0.00
Opening -1 0.45 0.15 -0.07

Total of ON INNER WALL (1:6): 200.25 sq.m

7.1.2 ON CEILING (1:4)
Main beam
Along grid 1 1 12.50 0.43 5.38
Along grid 2 1 12.50 0.48 6.00
Along grid 3 1 12.50 0.48 6.00
Along grid 2-External face 1 12.50 0.48 6.00
Along grid A, B,C/(1-2) 3 6.25 0.43 8.06
Along Grid A, B, C/(2-3) 3 2.33 0.48 3.36

Slab Deductions
Along grid 3 -1 12.50 0.15 -0.94
Along grid 2-External face -1 12.50 0.15 -0.94
Along Grid A, B, C/(2-3) -3 2.33 0.15 -0.52
slab
Along corridor 2 6.575 2.33 30.64
Total of ON CEILING (1:4) 64.00 sq.m
7.2 ON OUTER WALL (1:6):
External Plaster on Walls/Beam/Column
Building edge columns 4 3.00 0.95 11.40
Along grid B 2 3.00 0.45 2.70
1 3 0.30 0.90
Exterior edge column 2 1.95 1.35 5.27
2 1.05 1.60 3.36
Beam Plaster
Along grid 1 1 12.50 0.43 5.38
Along grid 3 1 12.50 0.48 6.00
Along grid A, C/(1-2) 2 6.25 0.43 5.38
Along Grid A, C/(2-3) 2 2.33 0.48 2.24
Slab Side Face
2 0.55
Total of Area on
External Plaster 1.10
Walls/Beam/Column 44.00
7.2.1 BAND PLASTER
Lintel Bands
Along Grid A, B, C/(1-2) 3 5.60 0.13 2.18
Along Grid 1,2/(A-C) 2 11.20 0.13 2.91
0.00
Along Grid A, B, C/(1-2) 3 5.60 0.13 2.18
Along Grid 1,2/(A-C) 2 11.20 0.13 2.91
Deductions 0.00
Door(1000 wide) -2 1.00 0.13 -0.26
Door(900 wide) -2 0.90 0.13 -0.23
Sill Bands
Along Grid A, B, C/(1-2) 3 5.60 0.08 1.34
Along Grid 1,2/(A-C) 2 11.20 0.08 1.79
Deductions
Door(1000 wide) -2 1.00 0.08 -0.16
Door(900 wide) -2 0.90 0.08 -0.14
Total of BAND PLASTER 13.00 r.m
7.3 DISTEMPER PAINT
As Per Internal Plaster on Walls 1.00 200.25 200.25

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
As Per Internal Plaster on Ceilings 1.00 64.00 64.00
Total of DISTEMPER PAINT 264.25 sq.m
7.4 EXTERIOR WEATHER COAT PAINT
AS per External Plaster on Beam/Column 1.00 44.00 44.00
Lintel 1.00 9.32 0.13 1.21
Sill 1.00 2.83 0.08 0.23
Total of EXTERIOR WEATHER COAT PAINT 46.00 sq.m
CLEAR SILICON WATER-REPELLANT
7.5
COATING
Along grid 1 and 2 2 12.20 1.925 46.97
Along grid 3 1 6.10 0.825 5.03
Along grid A, D/(1-2) 2 5.60 1.925 21.56
Along grid A/(2-3) 1 2.10 1.925 4.04
Deduction for doors and windows
Ground floor plan
D1 -2 0.90 2.20 -3.96
D2 -2 1.00 2.20 -4.40
Ventilations
V1 -2 3.28 0.38 -2.49
V2 -2 2.58 0.38 -1.96
V3(Rear) -2 6.10 0.38 -4.64
Total of CLEAR SILICON WATER-REPELLANT COATING 61.00 sq.m
7.6 ENAMEL PAINT
Ground floor plan
D1 2 0.90 2.20 5.94
D2 2 1.00 2.20 6.60
Ventilations
V1 2 3.28 0.38 3.68
V2 2 2.58 0.38 2.94
V3(Rear) 2 6.10 0.38 6.95
Internal Doors
10 0.70 2.20 23.10
Ventilations Grill
V1 2 3.28 0.38 2.46
V2 2 2.58 0.38 1.96
V3(Rear) 2 6.10 0.38 4.64

Total of ENAMEL PAINT 58.05 sq.m

8 MISCELLANEOUS
8.1.1 POINTING WORK IN STONE MASONRY
Along grid 12, and 3 3 12.20 1.200 43.92
Along grid A, D 2 7.70 1.200 18.48
Total of POINTING WORK IN STONE MASONRY 62.40 sq.m
8.1.2 POINTING WORKS IN BRICK MASONRY
On Fair Face Brick
Along grid 1 and 2 2 12.20 1.925 46.97
Along grid 3 1 6.10 0.825 5.03
Along grid A, D/(1-2) 2 5.60 1.925 21.56
Along grid A/(2-3) 1 2.10 1.925 4.04
Deduction for doors and windows
Ground floor plan
D1 -2 0.90 2.20 -3.96
D2 -2 1.00 2.20 -4.40
Ventilations 0.00
V1 -2 3.28 0.38 -2.49
V2 -2 2.58 0.38 -1.96
V3(Rear) -2 6.10 0.38 -4.64
Total of POINTING WORKS IN BRICK MASONRY 61.00

8.2 CEMENT BOARD PARTITION 2.00 3.22 Area 6.44

Total of CEMENT BOARD PARTITION 7.00 sq.m

8.2.1 FALSE CEILING 1.00 35.60 Area 35.60

Total of FALSE CEILING 36.00 sq.m

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
8.3 WINDOW GRILL
Ventilations Grill
V1 2 3.28 0.38 2.46
V2 2 2.58 0.38 1.96
V3(Rear) 2 6.10 0.38 4.64
Total of WINDOW GRILL 9.00 sq.m

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 Detail Measurement Sheet (2-A-LAC/2-LaLi-2CM)
S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
1 EARTH WORKS
1.1 Site Clearance 1 31.40 15.50 486.70
Soak Pit 1 15.90 Area 15.90
Total of Site Clearance 502.60 sq.m
1.2 Earth Work Excavation
Footing F1 16 1.80 1.80 1.50 77.76
Footing F2 2 2.00 2.00 1.50 12.00
For Lower Tie Beam
Along Grid A, C and F 3 5.90 0.60 0.90 9.56
Along Grid B,E 2 5.70 0.50 0.90 5.13
Along Grid D 1 5.90 0.50 0.90 2.66
Along grid 1 and 3 2 16.50 0.60 0.90 17.82
Along grid 2 1 16.50 0.50 0.90 7.43
for Drain 1 44.35 0.58 0.24 6.17
Outer Steps 1 22.40 0.67 0.15 2.25
Below Ramp slab 1 0.51 Area 1.43 0.73
Side support 1 1.33 0.50 0.45 0.30
Side support 1 6.75 0.50 0.55 1.86
Soak Pit small 1 6.16 Area 3.10 19.10
Total of Earth Work Excavation 162.77 cu.m
1.3 Earth Back Filling
Total of Earth work Excavation 162.77
For Isolated Foundation
Inclined Part F1 -16 1.49 Area 0.25 -5.96
Rectangular Base F1 -16 1.50 1.50 0.20 -7.20
Inclined Part F2 -2 1.81 Area 0.25 -0.91
Rectangular Base F2 -2 1.70 1.70 0.20 -1.16
Boulder Soling -16 1.50 1.50 0.20 -7.20
-2 1.70 1.70 0.20 -1.16
100 mm PCC -16 1.50 1.50 0.10 -3.60
-2 1.70 1.70 0.10 -0.58
Column -18 0.45 0.45 0.75 -2.73
Footing beam(250x300)
Along grid 1,2,3 -3 23.25 0.25 0.30 -5.23
Along grid A,B,C,D,E,F -6 8.60 0.25 0.30 -3.87
Boulder Soling
Along Grid A, C and F -3 5.90 0.45 0.10 -0.80
Along Grid B,E -2 5.70 0.35 0.10 -0.40
Along Grid D -1 5.90 0.35 0.10 -0.21
Along grid 1 and 3 -2 21.25 0.45 0.10 -1.91
Along grid 2 -1 21.25 0.35 0.10 -0.74
PCC
Along Grid A, C and F -3 5.90 0.45 0.05 -0.40
Along Grid B,E -2 5.70 0.35 0.05 -0.20
Along Grid D -1 5.90 0.35 0.05 -0.10
Along grid 1 and 3 -2 21.25 0.45 0.05 -0.96
Along grid 2 -1 21.25 0.35 0.05 -0.37
For Drain -1 44.35 0.575 0.08 -2.04
Stone Masonry Work below Tie Beam
Along grid 1, 3 -2 23.25 0.35 0.55 -8.95
Along grid 1, 3 -2 23.25 0.10 0.30 -1.40
Along grid A, C, F -3 8.60 0.35 0.55 -4.97
Along grid A, C, F -3 8.60 0.10 0.30 -0.77
Addition Filling Required in ground Floor
Principal Room 1 5.25 6.75 0.18 6.38
Administration 1 6.75 5.25 0.18 6.38

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
ECD and Store 2 6.75 5.25 0.18 12.76
Corridor 1 25.63 2.25 0.18 10.38
Below Stairs, Store below Landing and Lobby 1 7.10 3.20 0.18 4.09
Total of Earth Back Filling 139.07 cu.m

1.4 Boulder Soling

For Isolated Foundation
Footing F1 16 1.50 1.50 0.20 7.20
Footing F2 2 1.70 1.70 0.20 1.16
For Lower Tie Beam
Along Grid A, C and F 3 5.90 0.45 0.10 0.80
Along Grid B,E 2 5.70 0.35 0.10 0.40
Along Grid D 1 5.90 0.35 0.10 0.21
Along grid 1 and 3 2 21.25 0.45 0.10 1.91
Along grid 2 1 21.25 0.35 0.10 0.74
Principal Room 1 5.25 6.75 0.20 7.09
Administration 1 6.75 5.25 0.20 7.09
ECD and Store 2 6.75 5.25 0.20 14.18
Corridor 1 25.63 2.25 0.20 11.53
Below Stairs, Store below Landing and Lobby 1
7.10 3.20 0.20 4.54
Below Ramp 1 6.75 1.33 0.20 1.80
1 1.33 0.45 0.10 0.06
1 6.75 0.45 0.10 0.30
Exterior Steps 1 22.4 0.67 0.1 1.50
Drain 1 44.35 1.2 0.1 5.32
Inside of soak Pit 1 1.13 2.00 2.26
Total of Boulder Soling 68.08 cu.m

1.5 Sand Filling

Periphery ot Soak pit 1 2.07 Area 2.37 4.91
Total of Sand Filling 4.91 cu.m

2 CONCRETE WORKS
2.1 P.C.C. Works
2.1.1 P.C.C.(1:3:6) Works
For Isolated Foundation
Footing F1 16 1.50 1.50 0.10 3.60
Footing F2 2 1.70 1.70 0.10 0.58
For Lower Tie Beam
Along Grid A, C and F 3 5.90 0.45 0.05 0.40
Along Grid B,E 2 5.70 0.35 0.05 0.20
Along Grid D 1 5.90 0.35 0.05 0.10
Along grid 1 and 3 2 21.25 0.45 0.05 0.96
Along grid 2 1 21.25 0.35 0.05 0.37
Total of P.C.C.(1:3:6) Works 6.21 cu.m
2.1.2 P.C.C.(1:2:4) Works
Below Plinth Beam
Along grid 1 and 3 2 23.25 0.35 0.05 0.81
Along Grid A, C and F 3 8.60 0.35 0.05 0.45
Below Ground Floor
Principal Room 1 5.25 6.75 0.08 2.84
Administration 1 6.75 5.28 0.08 2.85
ECD and Store 2 6.75 5.25 0.08 5.67
Corridor 1 25.63 2.25 0.08 4.32
Below Stairs, Store below Landing and Lobby 1
7.10 3.20 0.08 1.70

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Below Ramp 1 6.75 1.33 0.05 0.45
1 1.33 0.45 0.05 0.03
1 6.75 0.45 0.05 0.15
1 1.33 0.25 0.05 0.02
1 6.75 0.13 0.05 0.04
Exterior Steps 1 22.4 0.67 0.05 0.75
1 22.4 0.85 0.05 0.95
Drain 1 44.35 0.575 0.08 2.04
1 44.35 1.00 0.050 2.22
Total of P.C.C.(1:2:4) Works 24.45 cu.m
2.2 P.C.C For R.C.C. Works
R.C.C Works M20
A Foundation
Isolated footing
Inclined Part F1 16 1.49 Area 0.25 5.96
Rectangular Base F1 16 1.50 1.50 0.20 7.20
Inclined Part F2 2 1.81 Area 0.25 0.91
Rectangular Base F2 2 1.70 1.70 0.20 1.16
B Beam
Footing beam(250x300)
Along grid 1,2,3 3 23.25 0.25 0.30 5.23
Along grid A,B,C,D,E,F 6 8.60 0.25 0.30 3.87

Tie beam(300 x 525)

Along grid 1,2,3 3 23.25 0.30 0.53 10.99
Along grid A,B,C,D,E,F 6 8.60 0.30 0.53 8.13

First floor level

Main beam(300x525)
Along grid 1,2,3 3 23.25 0.30 0.53 10.99
Along grid A,B,C,D,E and F 6 8.60 0.30 0.53 8.13

Secondary beam(250x425)
Along Grid 1a 1 24.00 0.25 0.43 2.55
Along Grid A1, B1, D1, E1 4 8.65 0.25 0.43 3.68
Landing Beam 250 x 380 1 3.05 0.25 0.38 0.29

Slab deduction
Main beam(300x525)
Along grid 1,2,3 -3 23.25 0.30 0.15 -3.14
Along grid A,B,C,D,E and F -6 8.60 0.30 0.15 -2.32

Secondary beam(250x425)
Along Grid 1a -1 24.00 0.25 0.15 -0.90
Along Grid A1, B1, D1, E1 -4 8.65 0.25 0.15 -1.30

Second floor level

Main beam(300x400)
Along grid 1,2,3 3 23.25 0.30 0.40 8.37
Along grid A,B,C,D,E and F 6 8.60 0.30 0.40 6.19

C Column
Ground floor plan
Total columns(450x450) 18 0.45 0.45 3.00 10.94

First floor plan

Total columns(450x450) 18 0.45 0.45 3.00 10.94

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT

Column below ground level

Total columns(450x450) 18 0.45 0.45 0.12 0.44
D Slab
First Floor Slab Area 1 253.43 Area 0.13 31.68
Staircase Void Deduction -1 4.58 3.20 0.13 -1.83

E Staircase
Landing A 1 1.45 2.13 0.15 0.46
Landing B 1 3.20 1.80 0.15 0.86
Waist Slab 2 3.37 1.45 0.15 1.47
Steps 19 0.0225 Area 1.45 0.62
F Lintel Bands
Ground floor level
Along grid 1 1 20.20 0.25 0.125 0.63
Partition 1 5.25 0.13 0.125 0.09
Along grid 2 1 20.20 0.25 0.125 0.63
Along grid A,B,C,D,E, F 6 6.55 0.25 0.125 1.23

First floor level

Along grid 1 1 23.25 0.25 0.125 0.73
Along grid 2 1 20.20 0.25 0.125 0.63
Along grid A,C,D, F 4 6.55 0.25 0.125 0.82
Partition 1 6.75 0.13 0.125 0.11
G Sill Bands
Ground floor level
Along grid 1 1 23.25 0.425 0.075 0.74
Partition 1 5.25 0.13 0.075 0.05
Along grid 2 1 20.20 0.375 0.075 0.57
Along Grid A and F 2 6.55 0.425 0.075 0.42
Along grid B,C,D, E 4 6.55 0.250 0.075 0.49
for Store Below Landing 1 3.05 0.250 0.075 0.06
First floor level
Along grid 1 1 20.20 0.250 0.075 0.38
Along grid 2 1 20.20 0.250 0.075 0.38
Along Grid A and F 2 6.55 0.250 0.075 0.25
Along grid C,D 2 6.55 0.250 0.075 0.25
Partition 1 6.75 0.13 0.125 0.11
Deduction of Doors For Sill
Ground floor level
D1 -4 1.10 0.375 0.075 -0.12
D2 -1 1.00 0.250 0.075 -0.02
D3 -1 1.00 0.250 0.075 -0.02
First floor level
D1 -4 1.10 0.250 0.075 -0.08
D2 -1 1.00 0.13 0.075 -0.01

H Small Pillars for Metal Work in Corridor 10 0.50 0.250 0.250 0.31

I Bench Slab 1 2.23 0.600 0.075 0.10

J Soak Pit
RCC slab 1 2.84 Area 0.13 0.37
Total of R.C.C Works M20 140.65 cu.m

2.3 Steel Reinforcement

160 KG Per cu.m 22,504.00

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
22,504.00 Kg
Total of Steel Reinforcement 22.50 Tons
2.4 Formworks
2.4.2 Formworks for RCC
A Foundation
Isolated footing
Rectangular Base F1 16 6.00 0.20 19.20
Rectangular Base F2 2 6.80 0.20 2.72
B Beam
Foundation beam(250x300)
Along grid 1,2,3 3 23.25 0.60 41.85
Along grid A,B,C,D,E,F 6 8.60 0.60 30.96

Tie beam(300 x 525)

Along grid 1,2,3 3 23.25 1.05 73.24
Along grid A,B,C,D,E,F 6 8.60 1.05 54.18

First floor level

Main beam(300x525)
Along grid 1,2,3 3 23.25 1.35 94.16
Along grid A,B,C,D,E and F 6 8.60 1.35 69.66

Secondary beam(250x425)
Along Grid 1a 1 24.00 1.15 27.60
Along Grid A1, B1, D1, E1 4 8.65 1.15 39.79
Landing Beam 250 x 380 1 3.05 1.01 3.08
Slab deduction
Main beam(300x525)
Along grid 1,2,3 -3 23.25 0.250 -17.44
Along grid A,B,C,D,E and F -6 8.60 0.250 -12.90

Secondary beam(250x425)
Along Grid 1a -1 24.00 0.250 -6.00
Along Grid A1, B1, D1, E1 -4 8.65 0.250 -8.65

Second floor level

Main beam(300x400)
Along grid 1,2,3 3 23.25 1.10 76.73
Along grid A,B,C,D,E and F 6 8.60 1.10 56.76
C Column
Ground floor plan
Total columns(450x450) 18 1.80 3.00 97.20

First floor plan

Total columns(450x450) 18 1.80 3.00 97.20

Column below ground level

18 1.80 0.12 3.89
D Slab
First floor level
Pricipal Room 1 31.93 Area 31.93
Administration Room 1 31.93 Area 31.93
ECD and Store 2 31.93 Area 63.86
Corridor 1 50.60 Area 50.60
E Staircase
Waist Slab 2 3.37 1.45 9.77
Landing B 1 3.20 1.80 5.76

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Side formwork for Landing A 1 7.16 0.15 1.07
Steps 19 0.0225 Area 0.43
Side formwork for Waist slab 4 3.37 0.15 2.02
Riser 19 1.45 0.15 4.13
Side formwork for Landing B 1 6.80 0.15 1.02
F Lintel Bands
Ground floor level
Along grid 1 2 20.20 0.125 5.05
Partition 2 5.25 0.125 1.31
Along grid 2 2 20.20 0.125 5.05
Along grid A,B,C,D, E, F 12 6.55 0.125 9.83
First floor level
Along grid 1 2 23.25 0.125 5.81
Along grid 2 2 20.20 0.125 5.05
Along grid A,C,D, E, F 10 6.55 0.125 8.19

G Sill Bands
Ground floor level
Along grid 1 2 23.25 0.075 3.49
Partition 2 5.25 0.075 0.79
Along grid 2 2 20.20 0.075 3.03
Along Grid A and F 4 6.55 0.075 1.97
Along grid B,C,D, E 8 6.55 0.075 3.93
for Store Below Landing 2 3.05 0.075 0.46
Additional formwork in grid 1 1 23.25 0.075 1.74
Additional formwork in grid A and F 2 6.55 0.075 0.98
First floor level
Along grid 1 2 20.20 0.075 3.03
Along grid 2 2 20.20 0.075 3.03
Along Grid A and F 4 6.55 0.075 1.97
Along grid C,D, E 6 6.55 0.075 2.95
Deduction of Doors For Sill
Ground floor level
D1 -8 1.10 0.075 -0.66
D2 -2 1.00 0.075 -0.15
D3 -2 1.10 0.075 -0.17
First floor level
D1 -8 1.10 0.075 -0.66
D2 -2 1.00 0.075 -0.15

H Small Pillars for Metal Work in Corridor 10 1.50 0.250 3.75

I Bench Slab 1 2.23 0.60 1.34
1 5.66 0.075 0.42
J Soak Pit
RCC slab
Base Area 1 2.84 2.84
Along Sides 1 5.97 0.13 0.78
side formwork for void and Removable Cover 2 2.44 0.13
0.63
Total of Formworks 1,022.00 sq.m
3 BRICK / STONE WORKS
3.1 Brick Masonry Works (1:6c/s)
3.1.1 Brick Masonry Work below Tie Beam
Along grid 1, 3 2 23.25 0.23 0.55 5.88
Along grid 1, 3 2 23.25 0.23 0.30 3.21
Along grid A, C, F 3 8.60 0.23 0.55 3.26
Along grid A, C, F 3 8.60 0.23 0.30 1.78

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Total of Brick Masonry Work below Tie Beam 15.00 cu.m
3.1.2 Brick Masonry Work above Tie Beam
Ground floor
Along grid 1 1 23.25 0.23 0.675 3.61
Along grid 1 1 23.25 0.23 0.300 1.60
Along grid 2 1 20.20 0.23 0.675 3.14
Along grid A, F 2 6.55 0.23 0.675 2.03
Along grid A, F 2 6.55 0.23 0.300 0.90
Deduction for doors
D1 -4 1.10 0.23 0.675 -0.68
Total of Brick Masonry Work above Tie Beam 11.00 cu.m
3.2 Full Brick (250 mm) Works (1:4c/s) With One Side Fair Face
Ground floor
Along grid 1 A-B, B-C, D-E and E-F 1 20.20 0.25 1.60 8.08
Along grid 1 C-D 1 3.05 0.25 1.42 1.08
Along grid 2 1 20.20 0.25 1.60 8.08
Along grid A, F 2 6.55 0.25 1.68 5.50
First floor level
Along grid 1 1 23.25 0.25 2.60 15.11
Along grid 2 1 20.20 0.25 2.60 13.13
Along grid A, F 2 6.55 0.25 2.60 8.52

Deduction for doors and windows

Ground floor plan
W1 -20 1.10 0.25 1.45 -7.98
D1 -4 1.10 0.25 1.53 -1.68
First floor plan
W1 -20 1.10 0.25 1.45 -7.98
W2 -2 1.10 0.25 1.00 -0.55
D1 -4 1.10 0.25 2.20 -2.42
Total of Full Brick (250 mm) Works (1:4c/s) With One Side Fair Face 39.00 cu.m
3.3 Full Brick (250 mm) Works (1:4c/s)
Ground floor
Along grid B, C, D 3 6.55 0.25 2.55 12.53
For Plinth Protection 1 31.85 0.38 0.15 1.82
for Outer Steps 1 22.40 0.55 0.10 1.23
1 22.40 0.25 0.15 0.84
Ramp 1 1.33 Area 0.25 0.33
1 6.75 Area 0.72 4.86
First floor level
Along grid C,D 2 6.55 0.25 2.55 8.35
Along grid E 1 6.75 0.25 3.00 5.06
1 1.05 0.25 2.82 0.74
Computer 2 7.20 0.25 1.10 3.96
Soak Pit Brick work 1 1.71 0.50 0.86
Total of Full Brick (250 mm) Works (1:4c/s) 40.58 cu.m
3.4 Half Brick Wall (125mm) Work (1:4c/s)
Ground Floor
Wall for Store Room Below Landing 1 3.90 1.65 6.44
Bench 2 2.15 0.53 2.26
Wall for Principal Room 1 5.23 2.82 14.75
Deduction For Door
D2 -1 1.00 1.55 -1.55

First Floor

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Preparation 1 4.70 2.82 13.25
Deduction For Door
D2 -1 1.00 1.55 -1.55
Total of Half Brick Wall (125mm) Work (1:4c/s) 34.00 sq.m

3.5 Honey Comb Brick (350 mm) Works (1:3c/s)

Soak Pit Brick work 1 1.71 1.88 3.215
Total of Honey Comb Brick (350 mm) Works (1:3c/s) 3.22 cu.m

4 DOORS & WINDOWS

4.1 Metal Frame
4.1.1 Metal Door Frame
Ground floor
D1 4 5.50 22.00
D2 1 5.40 5.40
D3 1 4.10 4.10
First floor plan
D1 4 5.50 22.00
D2 1 5.40 5.40

Total of Metal Door Frame 53.50 r.m

4.1.2 Metal Windows Frame
Ground floor
W1 20 7.15 143.00
First floor plan
W1 20 7.15 143.00
W2 2 5.20 10.40
Total of Metal Windows Frame 296.40 R.m
4.2 Shutter
4.2.1 Metal Door Shutter
Ground floor
D1 4 1.10 2.20 9.68
D2 1 1.00 2.20 2.20
D3 1 1.00 1.55 1.55
First floor plan
D1 4 1.10 2.20 9.68
D2 1 1.00 2.20 2.20
Total of Metal Door Shutter 23.11 sq.m
4.2.2 Metal Window Shutter
Ground floor
W1 20 1.10 1.45 31.90
First floor plan
W1 20 1.10 1.45 31.90
W2 2 1.10 1.00 2.20
Total of Metal Window Shutter 66.00 sq.m
5 FLOORING WORKS
5.10 Hard Concrete Flooring (40mm) With Neat Cement Punning
Ground floor plan
Principal Room 1 2.57 5.25 13.49
Administration 1 4.05 5.25 21.26
ECD and Store 2 6.75 5.25 70.88
Kitchen 1 6.75 5.25 35.44
Corridor 1 25.63 2.40 61.50
Below Stairs, Store below Landing and Lobby 1
7.10 3.20 22.72
Ramp 1 6.75 1.33 8.98
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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Outer steps 1 22.4 1.05 23.52
Drain 1 43.35 1.46 63.29
Staircase
Landing B 1 3.20 1.80 5.76
Rise 20 20 0.15 60.00
Tread 19 1.45 0.3 8.27
First floor plan
Computer 1 10.75 6.75 72.56
Preparation 1 6.75 1.97 13.30
Laboratory 1 8.67 6.75 58.52
Corridor and Staircase Lobby 1 66.43 Area 66.43
Total of Hard Concrete Flooring (40mm) With Neat Cement Punning 606.00 sq.m
5.2 Cement Finishing Skirting works
Ground floor plan
Principal room 1 15.65 15.65
Administration 1 18.60 18.60
ECD 1 24.00 24.00
Store 1 24.00 24.00
Corridor 1 29.23 29.23
Column 6 1.80 10.80
Store Below Landing 1 10.80 10.80
1 3.90 3.90
Below Waist slab 2 2.83 5.66
In Stone Masonry outside 1 40.85 40.85
Staircase
Waist slab 2 3.37 6.74
Landing A 1 4.3 4.30
Landing B 1 6.9 6.90
First floor plan
Computer 1 35.45 35.45
Preparation 1 17.45 17.45
Laboratory 1 31.25 31.25
Corridor 1 29.23 29.23
Staircase Lobby 1 4.10 4.10
Column 6 1.80 10.80
Deduction for Doors
Ground floor plan
D1 -8 1.10 -8.80
D2 -2 1.00 -2.00
D3 -2 1.00 -2.00
First floor plan
D1 -8 1.10 -8.80
D2 -2 1.00 -2.00
Total of Cement Finishing Skirting works 309.00 r.m
6 ROOFING/ TERRACING WORKS
6.1 Metal Works
Description Nos length Kg/m Total
A Truss
No of Truss 10
Top Chord NB50M 2 6.17 5.1 629.34
Bottom Chord NB40M 1 9.83 3.61 354.86
Side Post NB40M 2 0.42 3.61 30.32
Side Post NB40M 2 0.83 3.61 59.93
Side Post NB40M 2 1.17 3.61 84.47
Struts NB32M 2 1.22 3.14 76.62
Struts NB32M 2 1.27 3.14 79.76
Struts NB32M 2 1.50 3.14 94.20

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
King Post NB40M 2 1.51 3.61 109.02
Purlin NB 40M 12 27.75 3.61 1,202.13
Bracings NB 40M 16 2.88 3.61 166.35
Runner NB 40M 2 27.75 3.61 200.36

25% For wastage, Nut,Bolts and Plate 3087.00 771.75

Total of Truss 3,859.00 k.g
6.2 CGI Sheet Roofing
Total Area 2 27.90 6.26 349.31
Total For CGI Sheet Roofing Total of CGI Sheet Roofing 349.31 sq.m
6.3 CGI Ridge
Top 1 27.90 27.90
Total of CGI Ridge 27.90 r.m
6.4 Eves Board Volume Density
Along Sides of Building 4.00 0.0021 7850.00 65.94
Along front and back 2.00 0.0092 7850.00 144.44
10% For wastage, Nut,Bolts and Plate 210.38 21.04
Total of Eves Board 231.42 k.g
7 PLASTER/WALL FINISHING WORKS
7.1 Cement Plaster Works
7.1.1 Internal Plaster on Wall (1:6)
Ground floor plan
Principal Room 1 24.00 Perimeter 2.88 69.12
Administration 1 24.00 Perimeter 2.88 69.12
ECD 1 24.00 Perimeter 2.88 69.12
Store 1 24.00 Perimeter 2.88 69.12
Along grid C and D 2 6.55 2.88 37.73
Along Grid 1 1 3.05 2.88 8.78
Store Below Landing 2 3.90 1.50 11.70
First floor plan
Computer 1 35.45 Perimeter 2.88 102.10
Preparation 1 17.45 Perimeter 2.88 50.26
Laboratory 1 31.25 Perimeter 2.88 90.00
Along grid C and D 2 6.55 2.88 37.73
Along Grid 1 1 3.05 2.88 8.78
Deduction for Doors and Windows
Ground floor plan
W1 -20 1.10 1.45 -15.95
D1 -4 1.10 2.20 -4.84
D2 -1 1.00 2.20 -1.10
D3 -1 1.00 1.55 -0.78
First floor plan
W1 -20 1.10 1.45 -15.95
W2 -2 1.10 1.00 -1.10
D1 -4 1.10 2.20 -4.84
D2 -1 1.00 2.20 -1.10
Total of Internal Plaster on Wall (1:6) 579.00 sq.m
7.1.2 Internal Plaster on Ceiling (1:4)
First floor level
Principal Room 1 2.57 5.25 13.49
Administration 1 4.05 5.25 21.26
ECD and Store 2 6.75 5.25 70.88
Kitchen 1 6.75 5.25 35.44
Staircase slab 1 3.20 3.50 11.20
Corridor 4 7.18 3.55 101.96
1 4.85 3.55 17.22
Landing B 1 3.20 1.80 5.76

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Waist Slab 2 3.37 1.45 9.77
Side Plaster in Waist slab 2 3.37 0.15 1.01
Side in steps 38 Area 0.02 0.76

Beam plaster
Second floor level
Main beam(300x400)
Along grid1 1.00 23.25 0.40 9.30
Along grid 2 1.00 23.25 0.40 9.30
Along grid 3 1.00 23.25 0.70 16.28
Along grid A,F 2.00 2.05 0.70 2.87
Along grid B,C,D,E 4.00 2.05 1.10 9.02
Total of Internal Plaster on Ceiling (1:4) 335.52 sq.m
7.2 External Plaster
7.2.1 Ground Floor
For Drain 1.00 44.35 0.31 13.75
For Ramp 1.00 1.33 1.09 1.45
1.00 6.75 0.75 5.06
Bench 1.00 2.23 2.16 4.81
Beam Plaster
First floor Level
Main Beam(300 x 525)
Along grid 1, 2 and 3 3.00 23.25 0.53 36.62
Along grid A and F 2.00 8.60 0.53 9.03
Second floor Level
Main Beam(300 x 400)
Along grid 1, 2 and 3 3.00 23.25 0.40 27.90
Along grid A and F 2.00 8.60 0.40 6.88
Column Plaster
Along grid 1 and 3 2.00 4.50 6.00 54.00
Along grid 2 2.00 2.70 5.88 31.75
Drain Plaster 1.00 44.35 1.76 78.06
Total of External Plaster 269.30 sq.m
7.2.2 Band Plaster
Lintel Plaster
Ground floor level
Along grid 1 and 2 2 20.20 40.40
Along grid A, F 2 6.55 13.10
First floor level
Along grid 1 1 23.25 23.25
Along grid 2 1 20.20 20.20
Along grid A, F 2 6.55 13.10

Sill Plaster
Ground floor level
Along grid 1 1 23.25 23.25
Along grid 2 1 20.20 20.20
Along Grid A and F 2 6.55 13.10
First floor level
Along grid 1 and 2 2 20.20 40.40
Along Grid A and F 2 6.55 13.10

Deduction of Doors For Sill

Ground floor level
D1 -4 1.10 -4.40
First floor level
D1 -4 1.10 -4.40

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Total of Band Plaster 211.30 r.m
7.3 Distemper Painting Works
Total of Interior Wall Plaster 1 579.00 Area 579.00
Total of Ceiling Plaster 1 335.52 Area 335.52
False Ceiling 1 252.22 Area 252.22
Total of Distemper Painting Works 1,166.74 sq.m
7.4 Exterior Weather Coat Paint
Total of External Wall Plain Plaster 1 269.30 Area 269.30
Band Plaster
Lintel 1 110.05 0.125 13.76
Sill 1 101.25 0.075 7.59
Total of Exterior Weather Coat Paint 290.65 sq.m
7.5 Water Repellant Silicon based coating
Ground floor
Along grid 1 A-B, B-C, D-E and E-F 1 20.20 1.60 32.32
Along grid 1 C-D 1 3.05 1.42 4.33
Along grid 2 1 20.20 1.60 32.32
Along grid A, F 2 6.55 1.68 22.01
First Floor
Along grid 1 1 23.25 2.60 60.45
Along grid 2 1 20.20 2.60 52.52
Along grid A, F 2 6.55 2.60 34.06

Deduction for Doors and Windows

Ground floor plan
W1 -20 1.10 1.45 -15.95
D1 -4 1.10 1.53 -3.37
First floor plan
W1 -20 1.10 1.45 -15.95
W2 -2 1.10 1.00 -1.10
D1 -4 1.10 2.20 -4.84
Total of Water Repellant Silicon based coating 196.80 sq.m
7.6 Enamel Painting
For Doors Factor
D1 8 1.10 2.20 3.00 58.08
D2 2 1.00 2.20 3.00 13.20
D3 1 1.00 1.55 3.00 4.65
For Window
W1 40 1.10 1.45 1.00 63.80
W2 2 1.10 1.00 1.00 2.20
For Grill
W1 40 1.10 1.45 2.00 127.60
W2 2 1.10 1.00 2.00 4.40
Total of Enamel Painting 273.93 sq.m
8 MISCELLANOUS
8.1 Pointing work
8.1.1 Pointing work in stone Masonry
Ground floor
Along grid 1 1 23.25 0.975 22.67
Along grid 2 1 20.20 0.675 13.64
Along grid A, F 2 6.55 0.975 12.77
Deduction for doors
D1 -4 1.10 0.675 -2.97
Total of Pointing work in stone Masonry 46.11 sq.m
8.1.2 Pointing work in brick Masonry
Ground Floor
Along grid 1 A-B, B-C, D-E and E-F 1 20.20 1.60 32.32

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Along grid 1 C-D 1 3.05 1.42 4.33
Along grid 2 1 20.20 1.60 32.32
Along grid A, F 2 6.55 1.68 22.01
First Floor
Along grid 1 1 23.25 2.60 60.45
Along grid 2 1 20.20 2.60 52.52
Along grid A, F 2 6.55 2.60 34.06

Deduction for Doors and Windows

Ground floor plan
W1 -20 1.10 1.45 -31.90
D1 -4 1.10 1.53 -6.73
First floor plan
W1 -20 1.10 1.45 -31.90
W2 -2 1.10 1.00 -2.20
D1 -4 1.10 2.20 -9.68
Total of Pointing work in brick Masonry 155.60 sq.m
8.2 Cement Board
8.2.1 Cement Board Partition
Above Side Walls 2.00 7.27 Area 14.54
Total of Cement Board 14.54 sq.m
8.2.2 False Ceiling
Computer 1.00 72.56 Area 72.56
Preparation 1.00 13.30 Area 13.30
Laboratory 1.00 58.52 Area 58.52
Above Staircase 1.00 7.10 3.20 22.72
Corridor 1.00 25.80 2.20 56.76
Outside portion 1.00 27.80 1.02 28.36
Total of False Ceiling 252.22 sq.m
8.3 Railing
Staircase Railing
Horizontal ISNB 40 M 1 6.563 6.56 3.61 23.68
Vertical ISNB 32 M 8 0.929 7.43 3.14 23.33
Horizontal 25mm Square Pipe 4 6.563 26.25 0.85 22.31
Balcony Railing
Horizontal ISNB 40 M 1 27.35 27.35 3.61 98.73
Horizontal ISNB 32 M 2 27.35 54.70 3.14 171.76
Vertical ISNB 32 M 17 1.06 18.02 3.14 56.58
Vertical 25mm Square Pipe 189 0.82 154.98 0.85 131.73
ISNB 40M 10 1.58 15.80 3.61 57.04
ISNB 40M 10 2.05 20.50 3.61 74.01
10% For wastage 659.17 65.92
Total of Staircase Railing 725.09 k.g
8.4 Window grill
For Windows
W1 40 1.10 1.45 63.80
W2 2 1.10 1.00 2.20
Total of Window grill 66.00 sq.m

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 DETAIL ESTIMATE (2-Admin-8)
Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
A CIVIL WORKS
1 Site Clearance and Layout
For main building 1.00 31.000 31.000 12.000 372.000
Total Site Clearance Work 372.000 Sq.m
2 Earthwork in Excavation
Foundation for footing of column
h=1.8+0.15
F1 2.00 3.150 6.300 3.150 2.025 40.186 +0.075=2.0
25
F2 2.00 2.850 5.700 2.850 2.025 32.896
F3 2.00 2.775 5.550 2.775 2.025 31.187
F4 4.00 2.475 9.900 2.475 2.025 49.617
F5 2.00 2.175 4.350 2.175 2.025 19.159
F6 4.00 1.650 6.600 1.650 2.025 22.052
F7 2.00 1.500 3.000 1.500 2.025 9.112
For Foundation Beam
Along Grid A-A H=1.8-
(L=6+2.5-2.175/2-2.475- 1.00 4.188 4.188 0.450 1.625 3.062 0.4+0.15+0
1.5/2=4.188) .075=1.625
Along Grid B-B
(L=6+2.5-2.775/2- 1.00 3.138 3.138 0.450 1.625 2.294
3.15-1.65/2=3.138)
Along Grid C-C
(L=6+2.5-2.475/2-2.85- 1.00 3.588 3.588 0.450 1.625 2.623

Along Grid D-D 1.65/2=3.588)

(L=6+2.5-2.475/2-2.85- 1.00 3.588 3.588 0.450 1.625 2.623
Along Grid E-E 1.65/2=3.588)
(L=6+2.5-2.775/2- 1.00 3.138 3.138 0.450 1.625 2.294
Along Grid F-F 3.15-1.65/2=3.138)
(L=6+2.5-2.175/2-2.475- 1.00 4.188 4.188 0.450 1.625 3.062
Along Grid 1-1 1.5/2=4.188)
1.00 20.650 20.650 0.450 1.625 15.100
Along(L=6*4+4.75-1.5-1.65*4=20.65)
Grid 2-2
(L=6*4+4.75-2.475-3.15*2- 1.00 14.275 14.275 0.450 1.625 10.438
2.85*2=14.275)
Along Grid 3-3
(L=6*4+4.75-2.175-2.775*2- 1.00 16.075 16.075 0.450 1.625 11.754
2.475*2=16.075)
Entry porch staircase(East-South 1.00 26.100 26.100 0.600 0.325 5.089
direction)
Entry porch staircase (West direction) 1.00 2.500 2.500 0.600 0.325 0.487
Ramp support wall 1.00 9.300 9.300 0.600 0.600 3.348
Total earthwork in excavation 266.383 Cu.m

3 Earthback Filling
Filling Upto Ground Level
For Footing of column
F1 2.00 3.150 6.300 3.150 1.800 35.721
F2 2.00 2.850 5.700 2.850 1.800 29.241
F3 2.00 2.775 5.550 2.775 1.800 27.722
F4 4.00 2.475 9.900 2.475 1.800 44.104
F5 2.00 2.175 4.350 2.175 1.800 17.030
F6 4.00 1.650 6.600 1.650 1.800 19.602
F7 2.00 1.500 3.000 1.500 1.800 8.100
Foundation of beam and wall
H=1.8-
Along Grid A-A
0.45+0.15+
(L=6+2.5-2.175/2-2.475- 1.00 4.188 4.188 0.450 1.575 2.968
0.075=1.57
1.5/2=4.188)
5
Along Grid B-B
(L=6+2.5-2.775/2- 1.00 3.138 3.138 0.450 1.575 2.224
3.15-1.65/2=3.138)
Along Grid C-C
(L=6+2.5-2.475/2-2.85- 1.00 3.588 3.588 0.450 1.575 2.542

Along Grid D-D 1.65/2=3.588)

(L=6+2.5-2.475/2-2.85- 1.00 3.588 3.588 0.450 1.575 2.542
1.65/2=3.588)

Araniko S.S. Page68of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid E-E
(L=6+2.5-2.775/2- 1.00 3.138 3.138 0.450 1.575 2.224
Along Grid F-F 3.15-1.65/2=3.138)
(L=6+2.5-2.175/2-2.475- 1.00 4.188 4.188 0.450 1.575 2.968
Along Grid 1-1 1.5/2=4.188)
1.00 20.650 20.650 0.450 1.575 14.635
Along(L=6*4+4.75-1.5-1.65*4=20.65)
Grid 2-2
(L=6*4+4.75-2.475-3.15*2- 1.00 14.275 14.275 0.450 1.575 10.117
2.85*2=14.275)
Along Grid 3-3
(L=6*4+4.75-2.175-2.775*2- 1.00 16.075 16.075 0.450 1.575 11.393
2.475*2=16.075)
Filling in floor
Room 4.00 5.890 23.560 5.770 0.175 23.789
Staircase portion 1.00 5.890 5.890 4.400 0.175 4.535
Corridor 1.00 28.520 28.520 2.270 0.175 11.329
Ramp 1.00 6.500 6.500 1.300 0.175 1.478
Deduction for RCC part in footing
Rectangular Section
F1 -2.00 3.150 -6.300 3.150 0.150 -2.976
F2 -2.00 2.850 -5.700 2.850 0.150 -2.436
F3 -2.00 2.775 -5.550 2.775 0.150 -2.310
F4 -4.00 2.475 -9.900 2.475 0.150 -3.675
F5 -2.00 2.175 -4.350 2.175 0.150 -1.419
F6 -4.00 1.650 -6.600 1.650 0.150 -1.633
F7 -2.00 1.500 -3.000 1.500 0.150 -0.675
Trapazoidal Section
V= h/6(A1+A2+4*mean
F1 -2.00 3.150 -6.300 0.800 0.250 -2.640
F2 -2.00 2.850 -5.700 0.800 0.250 -2.190
V=h/
F3 -2.00 2.775 -5.550 0.800 0.250 -2.084 6(A1+A2+4
F4 -4.00 2.475 -9.900 0.800 0.250 -3.380 *mean Area)
F5 -2.00 2.175 -4.350 0.800 0.250 -1.342
F6 -4.00 1.650 -6.600 0.700 0.250 -1.604
F7 -2.00 1.500 -3.000 0.700 0.250 -0.684
Deduction for soling portion
Along Grid A-A
-1.00 7.100 -7.100 0.230 0.150 -0.244
Along Grid B-B
-1.00 7.100 -7.100 0.230 0.150 -0.244
Along Grid C-C -1.00 7.100 -7.100 0.230 0.150 -0.244
Along Grid D-D -1.00 7.100 -7.100 0.230 0.150 -0.244
Along Grid E-E -1.00 7.100 -7.100 0.230 0.150 -0.244
Along Grid F-F -1.00 7.100 -7.100 0.230 0.150 -0.244
Along Grid 1-1
-1.00 25.250 -25.250 0.230 0.150 -0.871
Along Grid 2-2 -1.00 25.250 -25.250 0.230 0.150 -0.871
Along Grid 3-3
-1.00 25.250 -25.250 0.230 0.150 -0.871
Deduction for PCC portion
Along Grid A-A
-1.00 7.100 -7.100 0.230 0.075 -0.122
Along Grid B-B
-1.00 7.100 -7.100 0.230 0.075 -0.122
Along Grid C-C -1.00 7.100 -7.100 0.230 0.075 -0.122
Along Grid D-D -1.00 7.100 -7.100 0.230 0.075 -0.122
Along Grid E-E -1.00 7.100 -7.100 0.230 0.075 -0.122
Along Grid F-F -1.00 7.100 -7.100 0.230 0.075 -0.122
Along Grid 1-1
-1.00 25.250 -25.250 0.230 0.075 -0.435
Along Grid 2-2 -1.00 25.250 -25.250 0.230 0.075 -0.435
Along Grid 3-3
-1.00 25.250 -25.250 0.230 0.075 -0.435
Deduction for foundation beam and
toe wall
Along Grid A-A H=0.3+1.05
-1.00 7.100 -7.100 0.230 1.350 -2.204
=1.35
Along Grid B-B
-1.00 7.100 -7.100 0.230 1.350 -2.204
Along Grid C-C -1.00 7.100 -7.100 0.230 1.350 -2.204
Along Grid D-D -1.00 7.100 -7.100 0.230 1.350 -2.204
Along Grid E-E -1.00 7.100 -7.100 0.230 1.350 -2.204
Along Grid F-F -1.00 7.100 -7.100 0.230 1.350 -2.204
Along Grid 1-1
-1.00 25.250 -25.250 0.230 1.350 -7.840

Araniko S.S. Page69of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 2-2 -1.00 25.250 -25.250 0.230 1.350 -7.840
Along Grid 3-3
-1.00 25.250 -25.250 0.230 1.350 -7.840
Deduction For Column upto GL
Column C1 (A2,C2,D2,F2,C3) -5.00 0.350 -1.750 0.350 1.350 -0.826
Column C2 (B2,E2,A3,B3,C3,E3,F3) -7.00 0.350 -2.450 0.350 1.350 -1.157
Column C3 (A1,B1,C1,D1,E1,F1) -6.00 0.300 -1.800 0.300 1.350 -0.729
Total Filling Work 199.646 Cu.m

4 Boulder Soling
For Footing of column
F1 2.00 3.150 6.300 3.150 0.150 2.976
F2 2.00 2.850 5.700 2.850 0.150 2.436
F3 2.00 2.775 5.550 2.775 0.150 2.310
F4 4.00 2.475 9.900 2.475 0.150 3.675
F5 2.00 2.175 4.350 2.175 0.150 1.419
F6 4.00 1.650 6.600 1.650 0.150 1.633
F7 2.00 1.500 3.000 1.500 0.150 0.675
For Foundation Beam
Along Grid A-A H=0.3+1.05
1.00 7.100 7.100 0.450 0.150 0.479
=1.35
Along Grid B-B
1.00 7.100 7.100 0.450 0.150 0.479
Along Grid C-C 1.00 7.100 7.100 0.450 0.150 0.479
Along Grid D-D 1.00 7.100 7.100 0.450 0.150 0.479
Along Grid E-E 1.00 7.100 7.100 0.450 0.150 0.479
Along Grid F-F 1.00 7.100 7.100 0.450 0.150 0.479
Along Grid 1-1
1.00 25.250 25.250 0.450 0.150 1.704
Along Grid 2-2 1.00 25.250 25.250 0.450 0.150 1.704
Along Grid 3-3
1.00 25.250 25.250 0.450 0.150 1.704
Floors
Room 4.00 5.890 23.560 5.770 0.150 20.391
Staircase portion 1.00 5.890 5.890 4.400 0.150 3.887
Corridor 1.00 28.520 28.520 2.270 0.150 9.711
Ramp 1.00 6.500 6.500 1.300 0.150 1.267
Foundation
Entry porch staircase(East-South 1.00 26.100 0.150 2.349
direction) 26.100 0.600
Entry porch staircase (West direction) 1.00 2.500 2.500 0.600 0.150 0.225
Ramp support wall 1.00 9.300 9.300 0.350 0.150 0.488
Total boulder soling 61.428 Cu.m

5 Sand Filling
Floors
Room 4.00 5.890 23.560 5.770 0.050 6.797
Staircase portion 1.00 5.890 5.890 4.400 0.050 1.295
Corridor 1.00 28.520 28.520 2.270 0.050 3.237
Ramp 1.00 6.500 6.500 1.300 0.050 0.422
Total Sand Filling Work 11.751 Cu.m

6 500 MICRON POLYTHENE SHEET

Ground Floor
Room 4.00 5.890 23.560 5.770 135.941
Staircase portion 1.00 5.890 5.890 4.400 25.916
Corridor 1.00 28.520 28.520 2.270 64.740
Ramp 1.00 6.500 6.500 1.300 8.450
Total micron polythene sheet 235.047 Sq.m

7 Brickwork
Brick Masonry Works in 1:6 C/S
7.1 Cu.m
mortar
Toe wall between lower and upper tie
beam
Along Grid A-A
1.00 7.850 7.850 0.230 1.250 2.256
Along Grid B-B
1.00 7.850 7.850 0.230 1.250 2.256
Along Grid C-C 1.00 7.850 7.850 0.230 1.250 2.256
Along Grid D-D 1.00 7.850 7.850 0.230 1.250 2.256

Araniko S.S. Page70of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid E-E 1.00 7.850 7.850 0.230 1.250 2.256
Along Grid F-F 1.00 7.850 7.850 0.230 1.250 2.256
Along Grid 1-1
1.00 27.250 27.250 0.230 1.250 7.834
Along Grid 2-2 1.00 27.000 27.000 0.230 1.250 7.762
Along Grid 3-3
1.00 27.000 27.000 0.230 1.250 7.762
Entry porch staircase(East-South
direction)
Step I 1.00 26.100 26.100 0.60 0.250 3.915
Step II 1.00 25.8 25.800 0.30 0.150 1.161
Entry porch staircase (West direction)
Step I 1.00 2.500 2.500 0.600 0.250 0.375
Step II 1.00 2.500 2.500 2.600 0.150 0.975

Ramp support wall

Step I 1.00 9.300 9.300 0.350 0.230 0.748
Step II 1.00 6.700 6.700 0.230 0.225 0.346
1.00 6.700 6.700 0.230 0.695 1.070
1.00 1.300 1.300 0.230 0.245 0.073
1.00 1.300 1.300 0.230 0.695 0.207
Above ramp 1.00 1.425 1.425 0.230 0.520 0.170
Total 1:6 B/W upto Plinth Level 45.934 Cu.m

Brick Masonry Works in 1:4 C/S

7.2 Cu.m
mortar
Ground Floor
Along Grid A-A
1.00 5.650 5.650 0.230 2.575 3.346
Along Grid B-B
1.00 5.650 5.650 0.230 2.575 3.346
Along Grid C-C 1.00 5.650 5.650 0.230 2.575 3.346
Along Grid D-D 1.00 5.650 5.650 0.230 2.575 3.346
Along Grid E-E 1.00 5.650 5.650 0.230 2.575 3.346
Along Grid F-F 1.00 5.650 5.650 0.230 2.575 3.346
Along Grid 1-1
1.00 4.900 4.900 0.230 0.600 0.676
Along Grid 2-2 1.00 22.250 22.250 0.230 2.575 13.177
Along Grid 3-3
1.00 26.650 26.650 0.230 2.575 15.783
Wall on side of door 6.00 0.500 3.000 0.230 0.250 0.172
Deduction for openings
W1(1800*1200) -10.00 1.800 -18.000 0.230 1.200 -4.968
W2(1200*1200) -2.00 1.200 -2.400 0.230 1.200 -0.662
V1(1100*1200) -2.00 1.100 -2.200 0.230 1.200 -0.607
D1(1100*2100) -8.00 1.100 -8.800 0.230 2.100 -4.250
39.397 Cu.m
First Floor
Along Grid A-A
1.00 5.650 5.650 0.230 2.575 3.346
Along Grid C-C 1.00 5.650 5.650 0.230 2.575 3.346
Along Grid D-D 1.00 5.650 5.650 0.230 2.575 3.346
Along Grid E-E 1.00 5.650 5.650 0.230 2.575 3.346
Along Grid F-F 1.00 5.650 5.650 0.230 2.575 3.346
Along Grid 2-2 1.00 22.250 22.250 0.230 2.575 13.177
Along Grid 3-3
1.00 26.650 26.650 0.230 2.575 15.783
Wall on side of door 6.00 0.500 3.000 0.230 0.250 0.172
Deduction for openings
W1(1800*1200) -11.00 1.800 -19.800 0.230 1.200 -5.464
W2(1200*1200) -1.00 1.200 -1.200 0.230 1.200 -0.331
W4(1800*1100) -1.00 1.800 -1.800 0.230 1.100 -0.455
D1(1100*2100) -6.00 1.100 -6.600 0.230 2.100 -3.187
36.425 Cu.m
Total 1:4 B/W 75.822 Cu.m

7.3 Half Brick Works (1:4c/s) mortar

Above ramp 1.00 6.450 6.450 0.520 3.354
Wall at side of steps at entry porch 3.00 1.420 4.260 0.300 1.278
Between Grid 2-2 and 3-3 1.00 5.430 5.430 2.875 15.611
Between Grid D-D and E-E 1.00 5.890 5.890 2.875 16.933
Between Grid E-E and F-F 1.00 5.890 5.890 2.875 16.933
Below staircase 1.00 2.725 2.725 1.660 4.523

Araniko S.S. Page71of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
D2(1000*1000) -1.00 1.000 -1.000 1.000 -1.000
D3(1000*2100) -1.00 1.000 -1.000 2.100 -2.100
55.532 Sq.m
First Floor
Parapet wall 1.00 31.550 31.550 0.450 14.197
14.197 Sq.m
Total 1:4 half brick work 69.729 Sq.m

8 PCC and RCC Work

8.1 M10
Foundation
For Footing of column
F1 2.00 3.150 6.300 3.150 0.075 1.488
F2 2.00 2.850 5.700 2.850 0.075 1.218
F3 2.00 2.775 5.550 2.775 0.075 1.155
F4 4.00 2.475 9.900 2.475 0.075 1.837
F5 2.00 2.175 4.350 2.175 0.075 0.709
F6 4.00 1.650 6.600 1.650 0.075 0.816
F7 2.00 1.500 3.000 1.500 0.075 0.337
For Foundation Beam
Along Grid A-A
1.00 7.100 7.100 0.230 0.075 0.122
Along Grid B-B
1.00 7.100 7.100 0.230 0.075 0.122
Along Grid C-C 1.00 7.100 7.100 0.230 0.075 0.122
Along Grid D-D 1.00 7.100 7.100 0.230 0.075 0.122
Along Grid E-E 1.00 7.100 7.100 0.230 0.075 0.122
Along Grid F-F 1.00 7.100 7.100 0.230 0.075 0.122
Along Grid 1-1
1.00 25.250 25.250 0.230 0.075 0.435
Along Grid 2-2 1.00 25.250 25.250 0.230 0.075 0.435
Along Grid 3-3
1.00 25.250 25.250 0.230 0.075 0.435

Entry porch staircase(East-South 1.00 26.100 26.100 0.600 0.075 1.174

direction)
Entry porch staircase (West direction) 1.00 2.500 2.500 0.600 0.075 0.112
Ramp support wall 1.00 9.300 9.300 0.350 0.075 0.244
Total M10 (1:3:6) PCC 11.127 Cu.m

8.2 M15
Floors
Meeting room 1.00 5.830 5.830 5.890 0.075 2.575
Teacher room 1.00 5.830 5.830 5.890 0.075 2.575
Store room 1.00 2.815 2.810 2.200 0.075 0.463
Account 1.00 2.786 2.780 3.584 0.075 0.747
Administration 1.00 2.872 2.870 5.890 0.075 1.267
Headmaster room 1.00 5.890 5.890 3.090 0.075 1.365
Store room 1.00 5.890 5.890 2.800 0.075 1.236
Counselling room 1.00 3.000 3.000 2.045 0.075 0.460
Staircase portion 1.00 5.890 5.890 4.400 0.075 1.943
Corridor 1.00 29.250 29.250 2.200 0.075 4.826
Ramp 1.00 6.500 6.500 1.300 0.075 0.633
Total M15 (1:2:4) PCC 18.090 Cu.m
8.3 M20
For Column footing
Rectangular Section
F1 2.00 3.150 6.300 3.150 0.150 2.976
F2 2.00 2.850 5.700 2.850 0.150 2.436
F3 2.00 2.775 5.550 2.775 0.150 2.310
F4 4.00 2.475 9.900 2.475 0.150 3.675
F5 2.00 2.175 4.350 2.175 0.150 1.419
F6 4.00 1.650 6.600 1.650 0.150 1.633
F7 2.00 1.500 3.000 1.500 0.150 0.675
Trapazoidal Section
V= h/6(A1+A2+4*mean
F1 2.00 3.150 6.300 0.750 0.250 2.620
F2 2.00 2.850 5.700 0.750 0.250 2.170
V=h/
6(A1+A2+4
Araniko S.S. Page72of209 2-Admin-8
*mean Area)
 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
F3 2.00 2.775 5.550 0.750 0.250 2.064 V=h/
6(A1+A2+4
F4 4.00 2.475 9.900 0.750 0.250 3.344 *mean Area)
F5 2.00 2.175 4.350 0.750 0.250 1.322
F6 4.00 1.650 6.600 0.700 0.250 1.604
F7 2.00 1.500 3.000 0.700 0.250 0.684
Total RCC for footing 28.932 Cu.m
Column
For Column upto Top Tie Beam
Column C1 (A2,C2,D2,F2,C3) 5.00 0.350 1.750 0.350 1.800 1.102
Column C2 (B2,E2,A3,B3,C3,E3,F3) 7.00 0.350 2.450 0.350 1.800 1.543
Column C3 (A1,B1,C1,D1,E1,F1) 6.00 0.300 1.800 0.300 1.800 0.972
3.617 Cu.m
Ground Floor
Column C1 (A2,C2,D2,F2,C3) 5.00 0.350 1.750 0.350 3.000 1.837
Column C2 (B2,E2,A3,B3,C3,E3,F3) 7.00 0.350 2.450 0.350 3.000 2.572
Column C3 (A1,B1,C1,D1,E1,F1) 6.00 0.300 1.800 0.300 3.000 1.620
6.029 Cu.m

First Floor
Column C1 (A2,C2,D2,F2,C3) 5.00 0.350 1.750 0.350 3.000 1.837
Column C2 (B2,E2,A3,B3,C3,E3,F3) 7.00 0.350 2.450 0.350 3.000 2.572
Column C3 (A1,B1,C1,D1,E1,F1) 6.00 0.300 1.800 0.300 3.000 1.620
6.029 Cu.m
Total RCC for column 15.675 Cu.m
Beam
For Foundation Beam
Along Grid A-A
1.00 7.850 7.850 0.230 0.300 0.541
Along Grid B-B
1.00 7.850 7.850 0.230 0.300 0.541
Along Grid C-C 1.00 7.850 7.850 0.230 0.300 0.541
Along Grid D-D 1.00 7.850 7.850 0.230 0.300 0.541
Along Grid E-E 1.00 7.850 7.850 0.230 0.300 0.541
Along Grid F-F 1.00 7.850 7.850 0.230 0.300 0.541
Along Grid 1-1
1.00 27.250 27.250 0.230 0.300 1.880
Along Grid 2-2 1.00 27.000 27.000 0.230 0.300 1.863
Along Grid 3-3
1.00 27.000 27.000 0.230 0.300 1.863
8.852 Cu.m
For Top Tie Beam
Along Grid A-A
1.00 7.850 7.850 0.230 0.300 0.541
Along Grid B-B
1.00 7.850 7.850 0.230 0.300 0.541
Along Grid C-C 1.00 7.850 7.850 0.230 0.300 0.541
Along Grid D-D 1.00 7.850 7.850 0.230 0.300 0.541
Along Grid E-E 1.00 7.850 7.850 0.230 0.300 0.541
Along Grid F-F 1.00 7.850 7.850 0.230 0.300 0.541
Along Grid 1-1
1.00 27.250 27.250 0.230 0.300 1.880
Along Grid 2-2 1.00 27.000 27.000 0.230 0.300 1.863
Along Grid 3-3
1.00 27.000 27.000 0.230 0.300 1.863
8.852 Cu.m
Ground Floor
Main Beam
Along Grid A-A
1.00 7.850 7.850 0.300 0.300 0.706
Along Grid B-B
1.00 7.850 7.850 0.300 0.300 0.706
Along Grid C-C 1.00 7.850 7.850 0.300 0.300 0.706
Along Grid D-D 1.00 7.850 7.850 0.300 0.300 0.706
Along Grid E-E 1.00 7.850 7.850 0.300 0.300 0.706
Along Grid F-F 1.00 7.850 7.850 0.300 0.300 0.706
Along Grid 1-1
1.00 27.250 27.250 0.300 0.300 2.452
Along Grid 2-2 1.00 27.000 27.000 0.300 0.300 2.430
Along Grid 3-3
1.00 27.000 27.000 0.300 0.300 2.430

Secondary Beam
Betweeen Grid A-A & B-B 1.00 7.900 7.900 0.230 0.175 0.317
Betweeen Grid B-B & C-C 1.00 7.900 7.900 0.230 0.175 0.317
Betweeen Grid D-D & E-E 1.00 7.900 7.900 0.230 0.175 0.317
Betweeen Grid E-E & F-F 1.00 7.900 7.900 0.230 0.175 0.317

Araniko S.S. Page73of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Betweeen Grid 2-2 & 3-3 1.00 28.330 28.330 0.230 0.175 1.140
Staircase beam 1.00 4.400 4.400 0.230 0.230 0.232
14.188 Cu.m
First Floor
Main Beam
Along Grid A-A
1.00 7.850 7.850 0.300 0.425 1.000
Along Grid B-B
1.00 7.850 7.850 0.300 0.425 1.000
Along Grid C-C 1.00 7.850 7.850 0.300 0.425 1.000
Along Grid D-D 1.00 7.850 7.850 0.300 0.425 1.000
Along Grid E-E 1.00 7.850 7.850 0.300 0.425 1.000
Along Grid F-F 1.00 7.850 7.850 0.300 0.425 1.000
Along Grid 1-1
1.00 27.250 27.250 0.300 0.425 3.474
Along Grid 2-2 1.00 27.000 27.000 0.300 0.425 3.442
Along Grid 3-3
1.00 27.000 27.000 0.300 0.425 3.442
16.358 Cu.m
Total RCC for beam 48.250 Cu.m
Slab
Ground Floor
Entire blocks lab 1.00 29.100 29.100 9.425 0.125 34.283
Deduction for staircase portion -1.00 4.500 -4.500 3.200 0.125 -1.800
32.483 Cu.m
Total RCC for slab 32.483 Cu.m
Staircase
Ground Floor
First Flight
First landing slab 1.00 2.100 2.100 1.200 0.175 0.441
Waist slab 1.00 3.360 3.360 2.100 0.175 1.234
Second Landing slab 1.00 1.890 1.890 2.100 0.175 0.694
Riser 5.00 2.100 10.500 0.300 0.150 0.472
Second Flight
Landing slab 1.00 2.270 2.270 2.100 0.150 0.715
Waist slab 1.00 3.360 3.360 2.100 0.175 1.234
Riser 5.00 2.100 10.500 0.300 0.150 0.472
5.262 Cu.m
Total RCC for staircase 5.262 Cu.m
Siil band
Ground Floor
Along Grid A-A
1.00 5.650 5.650 0.230 0.100 0.129
Along Grid B-B
1.00 5.650 5.650 0.230 0.100 0.129
Along Grid C-C 1.00 5.650 5.650 0.230 0.100 0.129
Along Grid D-D 1.00 5.650 5.650 0.230 0.100 0.129
Along Grid E-E 1.00 5.650 5.650 0.230 0.100 0.129
Along Grid F-F 1.00 5.650 5.650 0.230 0.100 0.129
Along Grid 1-1
1.00 4.900 4.900 0.230 0.100 0.112
Along Grid 2-2 1.00 22.250 22.250 0.230 0.100 0.511
Along Grid 3-3
1.00 27.000 27.000 0.230 0.100 0.621
Between Grid 2-2 and 3-3 1.00 5.430 5.430 0.115 0.100 0.062
Between Grid D-D and E-E 1.00 5.890 5.890 0.115 0.100 0.067
Between Grid E-E and F-F 1.00 5.890 5.890 0.115 0.100 0.067
Wall on side of door 1.00 0.500 0.500 0.230 0.100 0.011
Deduction for openings
D1(1100*2100) -7.00 1.100 -7.700 0.230 0.100 -0.177
D3(1000*2100) -2.00 1.000 -2.000 0.230 0.100 -0.046
2.002 Cu.m
First Floor
Along Grid A-A
1.00 5.650 5.650 0.230 0.100 0.129
Along Grid C-C 1.00 5.650 5.650 0.230 0.100 0.129
Along Grid D-D 1.00 5.650 5.650 0.230 0.100 0.129
Along Grid E-E 1.00 5.650 5.650 0.230 0.100 0.129
Along Grid F-F 1.00 5.650 5.650 0.230 0.100 0.129
Along Grid 1-1
1.00 31.550 31.550 0.115 0.100 0.362
Along Grid 2-2 1.00 22.250 22.250 0.230 0.100 0.511
Along Grid 3-3
1.00 27.000 27.000 0.230 0.100 0.621
Wall on side of door 1.00 0.500 0.500 0.230 0.100 0.011

Araniko S.S. Page74of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Deduction for openings
D1(1100*2100) -6.00 1.100 -6.600 0.230 0.100 -0.151
1.999 Cu.m
Total RCC for sill band 4.001 Cu.m
Lintel band
Ground Floor
Along Grid A-A
1.00 5.650 5.650 0.230 0.150 0.194
Along Grid B-B
1.00 5.650 5.650 0.230 0.150 0.194
Along Grid C-C 1.00 5.650 5.650 0.230 0.150 0.194
Along Grid D-D 1.00 5.650 5.650 0.230 0.150 0.194
Along Grid E-E 1.00 5.650 5.650 0.230 0.150 0.194
Along Grid F-F 1.00 5.650 5.650 0.230 0.150 0.194
Along Grid 2-2 1.00 22.250 22.250 0.230 0.150 0.767
Along Grid 3-3
1.00 27.000 27.000 0.230 0.150 0.931
Between Grid 2-2 and 3-3 1.00 5.430 5.430 0.115 0.150 0.093
Between Grid D-D and E-E 1.00 5.890 5.890 0.115 0.150 0.101
Between Grid E-E and F-F 1.00 5.890 5.890 0.115 0.150 0.101
3.157 Cu.m
First Floor
Along Grid A-A
1.00 5.650 5.650 0.230 0.150 0.194
Along Grid C-C 1.00 5.650 5.650 0.230 0.150 0.194
Along Grid D-D 1.00 5.650 5.650 0.230 0.150 0.194
Along Grid E-E 1.00 5.650 5.650 0.230 0.150 0.194
Along Grid F-F 1.00 5.650 5.650 0.230 0.150 0.194
Along Grid 2-2 1.00 22.250 22.250 0.230 0.150 0.767
Along Grid 3-3
1.00 27.000 27.000 0.230 0.150 0.931
2.668 Cu.m
Total RCC for lintel band 5.825 Cu.m
Total RCC work 140.428 Cu.m

9 FORMWORKS
Column
For Column upto Top Tie Beam
Column C1 (A2,C2,D2,F2,C3) 5.00 1.400 7.000 1.850 12.950
Column C2 (B2,E2,A3,B3,C3,E3,F3) 7.00 1.400 9.800 1.850 18.130
Column C3 (A1,B1,C1,D1,E1,F1) 6.00 1.200 7.200 1.850 13.320
44.400 Sq.m
Ground Floor
Column C1 (A2,C2,D2,F2,C3) 5.00 1.400 7.000 3.000 21.000
Column C2 (B2,E2,A3,B3,C3,E3,F3) 7.00 1.400 9.800 3.000 29.400
Column C3 (A1,B1,C1,D1,E1,F1) 6.00 1.200 7.200 3.000 21.600
72.000 Sq.m
First Floor
Column C1 (A2,C2,D2,F2,C3) 5.00 1.400 7.000 3.000 21.000
Column C2 (B2,E2,A3,B3,C3,E3,F3) 7.00 1.400 9.800 3.000 29.400
Column C3 (A1,B1,C1,D1,E1,F1) 6.00 1.200 7.200 3.000 21.600
72.000 Sq.m
Total formwork for column 188.400 Sq.m
Beam
For Foundation Beam
Along Grid A-A
1.00 7.850 7.850 0.600 4.710 2 sides
Along Grid B-B
1.00 7.850 7.850 0.600 4.710
Along Grid C-C 1.00 7.850 7.850 0.600 4.710
Along Grid D-D 1.00 7.850 7.850 0.600 4.710
Along Grid E-E 1.00 7.850 7.850 0.600 4.710
Along Grid F-F 1.00 7.850 7.850 0.600 4.710
Along Grid 1-1
1.00 29.250 29.250 0.600 17.550
Along Grid 2-2 1.00 29.000 29.000 0.600 17.400
Along Grid 3-3
1.00 29.000 29.000 0.600 17.400
80.610 Sq.m
For Top Tie Beam
Along Grid A-A
1.00 7.850 7.850 0.600 4.710
Along Grid B-B
1.00 7.850 7.850 0.600 4.710
Along Grid C-C 1.00 7.850 7.850 0.600 4.710

Araniko S.S. Page75of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid D-D 1.00 7.850 7.850 0.600 4.710
Along Grid E-E 1.00 7.850 7.850 0.600 4.710
Along Grid F-F 1.00 7.850 7.850 0.600 4.710
Along Grid 1-1
1.00 27.250 27.250 0.600 16.350
Along Grid 2-2 1.00 27.000 27.000 0.600 16.200
Along Grid 3-3
1.00 27.500 27.500 0.600 16.500
77.310 Sq.m
Ground Floor
Main Beam
Along Grid A-A
1.00 7.850 7.850 0.900 7.065 0.300
Along Grid B-B
1.00 7.850 7.850 0.900 7.065
Along Grid C-C 1.00 7.850 7.850 0.900 7.065
Along Grid D-D 1.00 7.850 7.850 0.900 7.065
Along Grid E-E 1.00 7.850 7.850 0.900 7.065
Along Grid F-F 1.00 7.850 7.850 0.900 7.065
Along Grid 1-1
1.00 27.250 27.250 0.900 24.525
Along Grid 2-2 1.00 27.000 27.000 0.900 24.300
Along Grid 3-3
1.00 27.000 27.000 0.900 24.300

Secondary Beam
Betweeen Grid A-A & B-B 1.00 7.900 7.900 0.580 4.582
Betweeen Grid B-B & C-C 1.00 7.900 7.900 0.580 4.582
Betweeen Grid D-D & E-E 1.00 7.900 7.900 0.580 4.582
Betweeen Grid E-E & F-F 1.00 7.900 7.900 0.580 4.582
Betweeen Grid 2-2 & 3-3 1.00 26.330 26.330 0.580 15.271
Staircase beam 1.00 4.400 4.400 0.460 2.024
151.138 Sq.m

First Floor
Main Beam
Along Grid A-A
1.00 7.850 7.850 1.150 9.027
Along Grid B-B
1.00 7.850 7.850 1.150 9.027
Along Grid C-C 1.00 7.850 7.850 1.150 9.027
Along Grid D-D 1.00 7.850 7.850 1.150 9.027
Along Grid E-E 1.00 7.850 7.850 1.150 9.027
Along Grid F-F 1.00 7.850 7.850 1.150 9.027
Along Grid 1-1
1.00 27.250 27.250 1.150 31.337
Along Grid 2-2 1.00 27.000 27.000 1.150 31.050
Along Grid 3-3
1.00 27.000 27.000 1.150 31.050
147.599 Sq.m
Total formwork for beam 456.657 Sq.m
For slab,staircase,lintel,sill etc
Sides For Column footing
F1 2.00 12.600 25.200 0.150 3.780
F2 2.00 11.400 22.800 0.150 3.420
F3 2.00 11.100 22.200 0.150 3.330
F4 4.00 9.900 39.600 0.150 5.940
F5 2.00 8.700 17.400 0.150 2.610
F6 4.00 6.600 26.400 0.150 3.960
F7 2.00 6.000 12.000 0.150 1.800
Total formwork for footing 24.840 Sq.m
Sides for PCC work below
foundation beam
Along Grid A-A
1.00 7.850 7.850 0.150 1.177
Along Grid B-B
1.00 7.850 7.850 0.150 1.177
Along Grid C-C 1.00 7.850 7.850 0.150 1.177
Along Grid D-D 1.00 7.850 7.850 0.150 1.177
Along Grid E-E 1.00 7.850 7.850 0.150 1.177
Along Grid F-F 1.00 7.850 7.850 0.150 1.177
Along Grid 1-1
1.00 29.250 29.250 0.150 4.387
Along Grid 2-2 1.00 29.000 29.000 0.150 4.350
Along Grid 3-3
1.00 29.000 29.000 0.150 4.350
Total formwork for PCC 20.149 Sq.m

Slab

Araniko S.S. Page76of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Ground Floor
Entire blocks slab 1.00 29.10 29.100 9.425 274.267
Sides 1.00 77.05 77.050 0.125 9.631
Deduction for staircase portion -1.00 4.70 -4.700 4.40 -20.680
263.218 Sq.m
Total formwork for slab 263.218 Sq.m

Staircase
Ground Floor
First Flight
First landing slab 1.00 2.100 2.100 1.200 2.520
Sides 2.00 1.200 2.400 0.175 0.420
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.325 2.184
Second Landing slab 1.00 1.660 1.660 2.100 3.486
Sides 1.00 3.760 3.760 0.175 0.658
Riser 10.00 2.100 21.000 0.150 3.150
Second Flight
Landing slab 1.00 2.040 2.040 2.100 4.284
Sides 1.00 4.340 4.340 0.175 0.759
Waist slab 1.00 3.360 3.360 2.100 7.056
Sides 2.00 3.360 6.720 0.325 2.184
Riser 10.00 2.100 21.000 0.150 3.150
36.907 Sq.m
Total formwork for staircase 36.907 Sq.m
Siil band
Ground Floor
Along Grid A-A
2.00 5.650 11.300 0.100 1.130
Along Grid B-B
2.00 5.650 11.300 0.100 1.130
Along Grid C-C 2.00 5.650 11.300 0.100 1.130
Along Grid D-D 2.00 5.650 11.300 0.100 1.130
Along Grid E-E 2.00 5.650 11.300 0.100 1.130
Along Grid F-F 2.00 5.650 11.300 0.100 1.130
Along Grid 1-1
2.00 4.900 9.800 0.100 0.980
Along Grid 2-2 2.00 24.250 48.500 0.100 4.850
Along Grid 3-3
2.00 29.000 58.000 0.100 5.800
Between Grid 2-2 and 3-3 2.00 5.430 10.860 0.100 1.086
Between Grid D-D and E-E 2.00 5.890 11.780 0.100 1.178
Between Grid E-E and F-F 2.00 5.890 11.780 0.100 1.178
Deduction for openings
D1(1100*2100) -16.00 1.100 -17.600 0.100 -1.760
D3(1100*2100) -4.00 1.100 -4.400 0.100 -0.440
19.652 Sq.m
First Floor
Along Grid A-A
2.00 5.650 11.300 0.100 1.130
Along Grid C-C 2.00 5.650 11.300 0.100 1.130
Along Grid D-D 2.00 5.650 11.300 0.100 1.130
Along Grid E-E 2.00 5.650 11.300 0.100 1.130
Along Grid F-F 2.00 5.650 11.300 0.100 1.130
Along Grid 1-1
2.00 31.550 63.100 0.100 6.310
Along Grid 2-2 2.00 22.250 44.500 0.100 4.450
Along Grid 3-3
2.00 27.000 54.000 0.100 5.400
Deduction for openings
D1(1100*2100) -12.00 1.100 -13.200 0.100 -1.320
20.490 Sq.m
Total formwork for sill band 40.142 Sq.m
Ground Floor
Along Grid A-A
2.00 5.650 11.300 0.150 1.695
Along Grid B-B
2.00 5.650 11.300 0.150 1.695
Along Grid C-C 2.00 5.650 11.300 0.150 1.695
Along Grid D-D 2.00 5.650 11.300 0.150 1.695
Along Grid E-E 2.00 5.650 11.300 0.150 1.695
Along Grid F-F 2.00 5.650 11.300 0.150 1.695
Along Grid 2-2 2.00 22.600 45.200 0.150 6.780

Araniko S.S. Page77of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 3-3
2.00 25.750 51.500 0.150 7.725
Between Grid 2-2 and 3-3 2.00 5.430 10.860 0.150 1.629
Between Grid D-D and E-E 2.00 5.890 11.780 0.150 1.767
Between Grid E-E and F-F 2.00 5.890 11.780 0.100 1.178
29.249 Sq.m
First Floor
Along Grid A-A
2.00 5.650 11.300 0.150 1.695
Along Grid C-C 2.00 5.650 11.300 0.150 1.695
Along Grid D-D 2.00 5.650 11.300 0.150 1.695
Along Grid E-E 2.00 5.650 11.300 0.150 1.695
Along Grid F-F 2.00 5.650 11.300 0.150 1.695
Along Grid 2-2 2.00 22.600 45.200 0.150 6.780
Along Grid 3-3
2.00 27.000 54.000 0.150 8.100
23.355 Sq.m
Total RCC lintel band work 52.604 Sq.m
Total formwork work 1082.917 Sq.m

10 REINFORCEMENT
Column (3%) 1.00 15.675 3691.463
Beam (2.5%) 1.00 48.250 9469.063
Slab,staircase,bands,footing (1%) 1.00 76.503 6005.486
Total reinforcement work ### Kg

11 Flooring & Finishing Work

38mm thick P.C.C. in (1:2:4) with
11.1 Sq.m
cement punning (1:1) for flooring work
Ground Floor
Meeting room 1.00 5.830 5.830 5.890 34.338
Teacher room 1.00 5.830 5.830 5.890 34.338
Store room 1.00 2.815 2.810 2.200 6.182
Account 1.00 2.786 2.780 3.584 9.963
Administration 1.00 2.872 2.870 5.890 16.904
Headmaster room 1.00 5.890 5.890 3.090 18.200
Store room 1.00 5.890 5.890 2.800 16.492
Counselling room 1.00 3.000 3.000 2.045 6.135
Staircase portion 1.00 5.890 5.890 4.400 25.916
Corridor 1.00 29.100 29.100 2.500 72.750
1.00 4.400 4.400 1.200 5.280
246.498 Sq.m
First Floor
Library 1.00 11.833 11.830 5.890 69.678
Lab 1 1.00 5.890 5.890 5.760 33.926
Lab 2 1.00 5.890 5.890 5.760 33.926
Corridor 1.00 29.100 29.100 2.500 72.750
1.00 4.400 4.400 1.200 5.280
Projected slab 1.00 29.100 29.100 0.600 17.460
233.020 Sq.m
Total PCC with punning work 479.518 Sq.m

3mm.th. C.S. punning(1:1) on floor as

11.2 per specification and direction complete Sq.m
work.
Ground Floor
Inner staircase
Riser 20.00 2.100 42.000 0.150 6.300
Tread 18.00 2.100 37.800 0.300 11.340
Landing 1.00 4.400 4.400 1.800 7.920

Outer entrance steps (E-S direction)

Step i
Riser 1.00 26.258 26.250 0.150 3.937
Tread 1.00 25.958 25.950 0.300 7.785
Step ii
Riser 1.00 25.658 25.650 0.150 3.847

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Tread 1.00 25.600 25.600 0.300 7.680
Outer entrance steps (W direction)
Riser 1.00 1.600 1.600 0.150 0.240
Tread 1.00 1.600 1.600 0.300 0.480
Top of Slab near steps 3.00 0.600 1.800 0.300 0.540
Total punning work 50.069 Sq.m

12 PLASTERING & PUNNING WORKS

12mm thick cement plaster in (1:3) in
12.1 Sq.m
ceiling ,beams etc
Ground Floor
Ceiling
Meeting room 1.00 5.830 5.830 5.890 34.338
Teacher room 1.00 5.830 5.830 5.890 34.338
Store room 1.00 2.815 2.810 2.200 6.182
Account 1.00 2.786 2.780 3.584 9.963
Administration 1.00 2.872 2.870 5.890 16.904
Headmaster room 1.00 5.890 5.890 3.090 18.200
Store room 1.00 5.890 5.890 2.800 16.492
Counselling room 1.00 3.000 3.000 2.045 6.135
Corridor 1.00 29.250 29.250 2.500 73.125
1.00 4.400 4.400 1.200 5.280
Cantilever slab 1.00 29.100 29.100 0.600 17.460
Main beam
Along Grid A-A and F-F 2.00 2.200 4.400 0.725 3.190
Along Grid C-C,D-D,E-E 3.00 2.200 6.600 0.600 3.960
Along Grid B-B 1.00 3.850 3.850 0.600 2.310
Along Grid 3-3 1.00 27.500 27.500 0.725 19.937
Secondary Beam
Betweeen Grid A-A & B-B 1.00 7.900 7.900 0.350 2.765
Betweeen Grid B-B & C-C 1.00 7.900 7.900 0.350 2.765
Betweeen Grid D-D & E-E 1.00 7.900 7.900 0.350 2.765
Betweeen Grid E-E & F-F 1.00 7.900 7.900 0.350 2.765
Betweeen Grid 2-2 & 3-3 1.00 28.280 28.280 0.350 9.898
Staircase beam 1.00 4.400 4.400 0.460 2.024
Staircase
First Flight
Waist slab 1.00 3.360 3.360 1.500 5.040
Sides 1.00 3.360 3.360 0.325 1.092
Landing slab 1.00 1.660 1.660 1.500 2.490
Second Flight
Landing slab 1.00 2.040 2.040 1.500 3.060
Waist slab 1.00 3.360 3.360 1.500 5.040
Sides 1.00 3.360 3.360 0.325 1.092
308.610 Sq.m
Second Floor
Main beam
Along Grid A-A and F-F 2.00 2.200 4.400 1.150 5.060
Along Grid C-C,D-D,E-E 4.00 2.200 8.800 1.150 10.120
Along Grid B-B 1.00 7.850 7.850 1.150 9.027
Along Grid 3-3 1.00 27.500 27.500 1.150 31.625
55.832 Sq.m
Total 1:3 plaster on ceiling 364.442 Sq.m

12mm thick cement plaster in (1:4) in

12.2 Sq.m
Internal Wall etc
Ground Floor
Meeting room 1.00 23.440 23.440 2.875 67.390
Teacher room 1.00 23.440 23.440 2.875 67.390
Store room 1.00 10.030 10.030 2.875 28.836
Account 1.00 12.740 12.740 2.875 36.627
Administration 1.00 17.524 17.520 2.875 50.370
Headmaster room 1.00 17.960 17.960 2.875 51.635
Store room 1.00 17.380 17.380 2.875 49.967

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Counselling room 1.00 10.090 10.090 2.875 29.008
Staircase portion 1.00 16.640 16.640 2.875 47.840
wall below staircase 2.00 2.725 5.450 1.660 9.047 Both sides
Sides for openings
W1(1800*1200) 10.00 6.000 60.000 0.230 13.800
W2(1200*1200) 2.00 4.800 9.600 0.230 2.208
V1(1100*1200) 2.00 4.600 9.200 0.230 2.116
D1(1100*2100) 8.00 5.300 42.400 0.230 9.752
D2(1000*1000) 1.00 3.000 3.000 0.230 0.690
D3(1000*2100) 2.00 5.200 10.400 0.230 2.392
Deduction for openings
W1(1800*1200) -10.00 1.800 -18.000 1.200 -21.600
W2(1200*1200) -2.00 1.200 -2.400 1.200 -2.880
V1(1100*1200) -2.00 1.100 -2.200 1.200 -2.640
D1(1100*2100) -7.00 1.100 -7.700 2.100 -16.170
D2(1000*1000) -2.00 1.000 -2.000 1.000 -2.000 Both sides
D3(1000*2100) -2.00 1.000 -2.000 3.100 -6.200
417.578 Sq.m
First Floor
Library 1.00 35.446 35.440 5.890 3.000 106.320
Lab 1 1.00 23.300 23.300 5.760 3.000 69.900
Lab 2 1.00 23.300 23.300 5.760 3.000 69.900
Staircase portion 1.00 16.640 16.640 3.000 49.920
Sides for openings
W1(1800*1200) 11.00 6.000 66.000 0.230 15.180
W4(1200*1000) 1.00 1.200 1.200 0.230 0.276
D1(1100*2100) 6.00 5.300 31.800 0.230 7.314
D3(1000*2100) 2.00 5.200 10.400 0.230 2.392
Deduction for openings
W1(1800*1200) -11.00 1.800 -19.800 1.200 -23.760
W4(1200*1000) -1.00 1.200 -1.200 1.000 -1.200
D1(1100*2100) -6.00 1.100 -6.600 2.100 -13.860
D3(1000*2100) -2.00 1.000 -2.000 2.100 -4.200
278.182 Sq.m
Total 1:4 inner plaster 695.760 Sq.m

12mm thick cement plaster in (1:4) in

12.3 Sq.m
External Wall etc
Ground Floor
Around Building 1.00 41.80 41.800 3.450 144.210
1.00 24.70 24.700 2.875 71.012
Wall on side of door 5.00 0.50 2.500 0.250 0.625
Ramp 1.00 6.50 6.500 0.725 4.712 Outer face
1.00 6.50 6.500 0.520 3.380 Inner face
1.00 4.89 4.890 0.500 2.445
1.00 1.42 1.420 0.930 1.320 Outer face
1.00 1.42 1.420 0.520 0.738 Inner face
Brickwall near entrance staircase 3.00 1.65 4.950 0.450 2.227
Column 6.00 1.20 7.200 2.875 20.700
Deduction for openings
W1(1800*1200) -10.00 1.800 -18.000 1.200 -21.600
W2(1200*1200) -2.00 1.200 -2.400 1.200 -2.880
V1(1100*1200) -2.00 1.100 -2.200 1.200 -2.640
D1(1100*2100) -7.00 1.100 -7.700 2.100 -16.170
208.079 Sq.m
First Floor
Around Building 1.00 41.80 41.800 3.000 125.400
1.00 24.70 24.700 2.875 71.012
Wall on side of door 5.00 0.50 2.500 0.250 0.625
Varandah wall 1.00 34.33 34.330 0.450 15.448
1.00 34.89 34.890 0.450 15.700
1.00 33.59 33.590 0.115 3.862
Column 6.00 1.20 7.200 2.725 19.620
Deduction for openings

Araniko S.S. Page80of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
W1(1800*1200) -11.00 1.800 -19.800 1.200 -23.760
W2(1200*1200) -1.00 1.200 -1.200 1.200 -1.440
W4(1800*1100) -1.00 1.800 -1.800 1.100 -1.980
D1(1100*2100) -6.00 1.100 -6.600 2.100 -13.860
210.627 Sq.m
Total 1:4 external plaster 418.706 Sq.m

20mm thick cement sand plaster(1:4)

12.4 Sq.m
on floor of good finish.
Ground Floor
Inner staircase
Riser 20.00 2.100 42.000 0.150 6.300
Tread 18.00 2.100 37.800 0.300 11.340
Landing 1.00 4.400 4.400 1.800 7.920

Outer entrance steps (E-S direction)

Step i
Riser 1.00 26.258 26.258 0.150 3.938
Tread 1.00 25.958 25.958 0.300 7.787
Step ii
Riser 1.00 25.658 25.658 0.150 3.848
Tread 1.00 25.600 25.600 0.300 7.680
Outer entrance steps (W direction)
Riser 1.00 1.600 1.600 0.150 0.240
Tread 1.00 1.600 1.600 0.300 0.480
Top of Slab near steps 3.00 0.600 1.800 0.300 0.540
Ramp floor 1.00 6.500 6.500 1.300 8.450
58.523 Sq.m
Total 1:4 floor plaster 58.523 Sq.m

3/4X1.5" thick pani patti in cement sand

12.5 Rm
mortar(1:3)
GF cantiliver slab 1.00 29.950 29.950 29.950
Total panipatti work 29.950 Rm

12.6 Cement Skirting Cu.m

Ground Floor
Rooms
Ground Floor
Meeting room 1.00 23.440 23.440 23.440
Teacher room 1.00 23.440 23.440 23.440
Store room 1.00 10.030 10.030 10.030
Account 1.00 12.740 12.740 12.740
Administration 1.00 17.524 17.520 17.520
Headmaster room 1.00 17.960 17.960 17.960
Store room 1.00 17.380 17.380 17.380
Counselling room 1.00 10.090 10.090 10.090
Staircase portion 1.00 16.640 16.640 16.640
Corridor 1.00 33.660 33.660 33.660
Staircase
Waist slab 2.00 3.360 6.720 6.720
Landing slab 1.00 8.000 8.000 8.000
Deduction for openings
D1(1100*2100) -16.00 1.100 -17.600 -17.600
D3(1000*2100) -4.00 1.000 -4.000 -4.000
176.020 Rm
First Floor
Rooms
Library 1.00 35.446 35.440 35.440
Lab 1 1.00 23.300 23.300 23.300
Lab 2 1.00 23.300 23.300 23.300
Corridor 1.00 66.510 66.510 66.510
Staircase
Waist slab 2.00 3.360 6.720 6.720

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Landing slab 1.00 6.800 6.800 6.800
Deduction for openings
D1(1100*2100) -12.00 1.100 -13.200 -13.200
148.870 Rm
Total cement skirting work 324.890 Rm

13 Doors and Windows

13.1 Door and window Frame
Salwood frame of size 75x100mm Cu.m
Door Frame
Ground Floor
D1(1100*2100) 8.00 5.300 42.400 0.075 0.100 0.318
D2(1000*1000) 1.00 3.000 3.000 0.075 0.100 0.022
D3(1000*2100) 2.00 5.200 10.400 0.075 0.100 0.078
First Floor
D1(1100*2100) 6.00 5.300 31.800 0.075 0.100 0.238
Total salwood frame 0.656 Cu.m

13.2 Solid core flush door shutter

Supplying and fitting ready made Teak
wood doors,special (Seasoned and
Sq.m
Poisoned treated one side teak) with all
necessary hardware all complete.
Door Frame
Ground Floor
D1(1100*2100) 8.00 1.100 8.800 2.100 18.480
D2(1000*1550) 1.00 1.000 1.000 1.550 1.550
D3(1000*2100) 2.00 1.000 2.000 2.100 4.200
First Floor
D1(1100*2100) 6.00 1.100 6.600 2.100 13.860
Total solid core flush door shutter 38.090 Sq.m

13.3 Window/ventilation
13.3.1 Metal Window Sq.m
Ground Floor
V1(1100*1200) 2.00 1.100 2.200 1.200 2.640
W1(1800*1200) 10.00 1.800 18.000 1.200 21.600
W2(1200*1200) 2.00 1.200 2.400 1.200 2.880

First Floor
W1(1800*1200) 11.00 1.800 19.800 1.200 23.760
W2(1200*1200) 1.00 1.200 1.200 1.200 1.440
W4(1800*1000) 1.00 1.800 1.800 1.000 1.800
Total metal Works 54.120 Sq.m

14 COLOURING /PAINTING WORKS

14.1 INTERIOR DISTEMPER PAINT
Total internal wall paint As per inner plaster work 695.760
Total ceiling paint As per ceiling plaster work 364.442
On false ceiling As per area 163.446 Inner rooms
Deduction for Cantilever slab -1.00 30.300 -30.300 0.975 -29.542 Outer part
Deduction for Corridor -1.00 29.100 -29.100 2.500 -72.750 Outer part
-1.00 4.400 -4.400 1.200 -5.280
Total distemper paint 1116.076 Sq.m

14.2 WEATHERCOAT PAINT

Total external wall paint As per inner plaster work 418.706
On false ceiling As per area 71.775 Outer part
Cantilever slab 1.00 30.300 30.300 0.975 29.542 Outer part
Corridor 1.00 29.100 29.100 2.500 72.750 Outer part
1.00 4.400 4.400 1.200 5.280
Total weather coat paint 598.053 Sq.m

Araniko S.S. Page82of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Supplying and Applying 3 coats of
chapra polish after rendering the
14.3 surface on flush door shutter work all Sqm
complete as per specification and
instruction
Ground Floor
D1(1100*2100) 8.00 1.100 8.800 2.000 2.100 36.960
D2(1000*1000) 1.00 1.000 1.000 2.000 1.000 2.000
D3(1000*2100) 2.00 1.000 2.000 2.000 2.100 8.400
First Floor
D1(1100*2100) 6.00 1.100 6.600 2.000 2.100 27.720
Total chapra polish work 75.080 Sq.m

Two coats of ready made Enamel

paints of approved colour over one
14.4 Sqm
coats of primer painting over properly
sanded wooden surface all complete.
Door Frame
Ground Floor
D1(1100*2100) 8.00 5.300 42.400 0.250 10.600
D2(1000*1000) 1.00 3.000 3.000 0.250 0.750
D3(1000*2100) 1.00 5.200 5.200 0.250 1.300
First Floor
D1(1100*2100) 6.00 5.300 31.800 0.250 7.950
Total enamel on sal frame 20.600 Sq.m
On railing
Staircase Railing
Ground Floor Length TL pi*d
50mm dia handrail 1.00 7.105 7.100 0.126 0.894
4 layers of 25mm dia horizontal railing 4.00 7.000 28.000 0.079 2.212
40 mm dia vertical post 8.00 0.900 7.200 0.100 0.720
3.826 Sq.m
Varandah Railing
First Floor Length TL pi*d
1 layer 50 mm dia MS blackpipe railing 1.00 33.360 33.360 0.157 5.237
2 layer 40 mm dia MS blackpipe railing 2.00 33.360 66.720 0.126 8.406
25 mm dia MS blackpipe vertical railing 236.0 0.460 108.560 0.079 8.576
40 mm dia MS blackpipe post 23.00 0.600 13.800 0.126 1.738
23.957 Sq.m
Ramp Railing
Ramp Railing on GF Length TL pi*d
50mm dia blackpipe post 2.00 0.450 0.900 0.157 0.141
50mm dia blackpipe railing 2.00 8.070 16.140 0.157 2.533
2.674 Sq.m
Total enamel on railing 30.457 Sq.m
Truss Length TL pi*d
80 NB dia rafter (4.5mm thick) 10.00 11.312 113.120 0.251 28.393
80 NB dia lower tie (4.5mm thick) 10.00 8.800 88.000 0.251 22.088
80 NB dia vertical strut (4.05mm thick) 10.00 7.260 72.600 0.251 18.222
80 NB dia inclined strut (4.05mm thick) 10.00 7.330 73.300 0.251 18.398
65 NB dia purlin (3.65mm thick) 16.00 31.800 508.800 0.204 103.795
Total enamel paint on truss 190.896 Sq.m

Railing near side of door

Ground Floor
50mm dia blackpipe railing 6.00 3.625 21.750 0.157 3.414
First Floor
50mm dia blackpipe railing 6.00 3.625 21.750 0.157 3.414
6.828 Sq.m
Total enamel paint work 248.781 Sq.m

15 Railing work
Supply , weilding & fabricating MS
Kg
Circular pipe railing with redoxide paint

Araniko S.S. Page83of209 2-Admin-8

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Staircase Railing
Ground Floor Length TL Wt/m
50mm dia handrail 1.00 7.105 7.100 4.110 29.181
4 layers of 25mm dia horizontal railing 4.00 7.000 28.000 2.010 56.280
40 mm dia vertical post 8.00 0.900 7.200 3.250 23.400
Total MS railing for staircase 108.861 Kg
Varandah Railing
First Floor Length TL Wt/m
1 layer 50 mm dia MS blackpipe railing 1.00 33.360 33.360 4.110 137.109
2 layer 40 mm dia MS blackpipe railing 2.00 33.360 66.720 3.250 216.840
25 mm dia MS blackpipe vertical railing 236.0 0.460 108.560 2.010 218.205
40 mm dia MS blackpipe post 23.00 0.600 13.800 3.250 44.850
Total MS railing for varandah 617.004 Kg

Ramp Railing
Ramp Railing on GF Length TL Wt/m
50mm dia blackpipe post 2.00 0.450 0.900 4.110 3.699
50mm dia blackpipe railing 2.00 8.070 16.140 4.110 66.335
Total MS railing for ramp 70.034 Kg

Railing near side of door

Ground Floor
50mm dia blackpipe railing 6.00 3.625 21.750 4.110 89.392
First Floor
50mm dia blackpipe railing 6.00 3.625 21.750 4.110 89.392
178.784 Kg
Total railing work 974.683 Kg

16 FALSE CEILLING
Supplying and Installation of 6mm thick
16.1 Gypsum board False Ceiling with GI Sq.m
framing and all accessories complete
First Floor
Corridor 1.00 29.000 29.000 2.475 71.775
71.775 Sq.m
Inner rooms
Library 1.00 11.833 11.830 5.890 69.678
Lab 1 1.00 5.890 5.890 5.760 33.926
Lab 2 1.00 5.890 5.890 5.760 33.926
Staircase portion 1.00 5.890 5.890 4.400 25.916
163.446 Sq.m
Total Gypsum board false ceiling 235.221 Sq.m

17 ROOFING WORK
Colour Coated CGI Sheet Works: 24
17.1 guage 0.5mm CGI sheet (red coloured) Sq.m
roofing.
First Floor
Roof cover 1.000 31.800 31.800 10.805 343.599
Total CGI sheet 343.599 Sq.m

0.5 mm thick colured CGI ridge cover

17.2 Rm
for roof.
First Floor
Roof cover 1.000 31.800 31.800 31.800
Total ridge cover 31.800 Rm

18 ROOF TRUSS
First Floor (Roof cover) Length TL Wt/m
80 NB dia rafter (4.5mm thick) 10.00 11.312 113.120 8.360 945.683
80 NB dia lower tie (4.5mm thick) 10.00 8.800 88.000 8.360 735.680
80 NB dia vertical strut (4.05mm thick) 10.00 7.260 72.600 8.360 606.936
80 NB dia inclined strut (4.05mm thick) 10.00 7.330 73.300 8.360 612.788
65 NB dia purlin (3.65mm thick) 16.00 31.800 508.800 6.420 3266.496

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
5% extra for bolts and nuts 1.00 308.379 308.379
Total MS pipe for roof truss 6475.962 Kg

19 CEMENT BOARD
First Floor
Sides of truss 1.000 8.850 8.850 1.450 12.832 2 sides
Total cement board work 12.832 Sq.m

20 Eaves Board
First Floor
Roof cover 2.000 43.260 86.520 0.250 0.0012 203.754
Total eaves board work 203.754 Kg

21 PLINTH PROTECTION WORKS

Around Building 1.00 78.000 78.000 78.000
Total plinth protection work 78.000 Rm

Araniko S.S. Page85of209 2-Admin-8

 TOTAL QUANTITIES
Total Quantities For (2-H-34)

S.N. Description
Unit Quantity
1 Earthwork
1.1 Excavation Cum 182.63
1.2 Backfilling @ 30% of excavation Cum 54.79
2 Stone Soling
Foundation And Floor Sqm 17.59
17.59
3 P.C.C. works in foundation
Foundation And Floor Sqm 117.24
117.24
4 Concreting for R.C.C. works
Foundation Cum 107.20
Ground Floor Cum 51.42
First Floor Cum 48.35
206.97
5 Steel Reinforcement Works for Total concrete works
Foundation Kg 16,830.75
Ground Floor Kg 8,073.49
First Floor Kg 7,591.33
32,495.57
6 Brickworks
Chimney made
Below Plinth Cum 26.16
Ground Floor Cum 68.13
First Floor Cum 66.90
Cum 135.03
7 Plaster works
7.1 Plaster outer surface
Ground Floor Sqm 128.31
First Floor Sqm 133.76
262.07
7.2 Plaster inner surface
Ground Floor Sqm 456.33
First Floor Sqm 458.00
914.33
7.3 Plaster Ceiling
Ground Floor Sqm 200.00
200.00
7.4 Providing Pani patti on outer periphery of slab
Ground Floor Rm 57.92
57.92
8 Painting works
8.1 Painting works outer surface
Ground Floor Sqm 134.39
First Floor Sqm 139.83
274.22
8.2 Painting inner surface
Ground Floor Sqm 456.33
First Floor Sqm 458.00
914.33
8.3 Painting Ceiling
Ground Floor Sqm 200.00
200.00
8.4 Enamel Painting
Ground Floor Sqm 59.40
First Floor Sqm 57.74
117.14
9 Flooring Works

9.1 Screeding
Ground Floor Sqm 200.00
First Floor Sqm 200.00
400.00

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 S.N. Description
Unit Quantity
9.2 Punning
Ground Floor Sqm 217.08
First Floor Sqm 200.99
418.07
9.3 Cement sand Skirting
Ground Floor Rm 184.06
First Floor Rm 184.06
368.12
9.4 Sand Filing
Foundation Cum 6.08
Ground Floor Cum 10.37
16.45
9.5 Flat Brick Soling
Ground Floor Sqm 200.00
200.00
9.6 Tile on Floor
Ground Floor Sqm 11.74
First Floor Sqm 11.74
23.48
9.7 Tile Skirting
Ground Floor Rm 15.27
First Floor Rm 15.27
30.54
9.8 Tile on Wall
Ground Floor Sqm 27.00
First Floor Sqm 27.00
54.00
10 Railing Works
Ground Floor Rm 21.21
First Floor Rm 21.21
42.42
11 Grill works
Ground Floor Sqm 30.11
First Floor Sqm 29.70
59.81
11 Wood works
11.1 Door/Window Frames
Ground Floor Cum 1.63
First Floor Cum 1.62
3.25
11.2 Door/Window shutter
Ground Floor Sqm 59.40
First Floor Sqm 57.74
117.14
12 Formwork
Raft Sqm 367.87
Ground Floor Sqm 447.07
First Floor Sqm 414.76
1,229.70
13 Truss Work
13.1 Iron Square pipe for Truss
Roof Kg 1,278.78
1,278.78
13.2 CGI Sheet
Roof Sqm 254.22
254.22
13.3 Metal Plate
Roof Kg 52.75
52.75
14 False Ceiling Work
Roof Sqm 200.00
15 Gutter Work:
Roof Sqm 38.46
16 Ridge Work:

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 S.N. Description
Unit Quantity
Roof Sqm 19.23
17 4" UPVC pipe:
Roof Sqm 26.60

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 Details Quantities of Estimate For Construction of Hostel Building

Length Breadth Height

S.N. Description Unit Nos Quantity Rem.
(m) (m) (m)

A Foundation.
1 Site Clearance works 1 Job 1.00 Lumpsum
2 Earthwork in excavation
Foundation Trenches
Isolated footing (F1) Cum 14.00 2.10 2.10 2.00 123.48
Isolated footing (F2) Cum 4.00 2.50 2.50 2.00 50.00
Lower Tie Beam
Along grid 1,2,3 Cum 3.00 15.63 0.30 0.30 4.22
Along grid A,B,C,D,E,F Cum 6.00 9.13 0.30 0.30 4.93
Total Earthworks: 182.63 Cum
4 Stone Soling
Foundation Trenches
Isolated footing (F1) Cum 14.00 2.10 2.10 0.15 9.26
Isolated footing (F2) Cum 4.00 2.50 2.50 0.15 3.75
Lower Tie Beam
Along grid 1,2,3 Cum 3.00 15.63 0.30 0.15 2.11
Along grid A,B,C,D,E,F Cum 6.00 9.13 0.30 0.15 2.47
Total Brick Soling works: 17.59 Cum

5 Sand Filling
Foundation Trenches
Isolated footing (F1) Cum 14.00 2.10 2.10 0.05 3.09
Isolated footing (F2) Cum 4.00 2.50 2.50 0.05 1.25
Lower Tie Beam
Along grid 1,2,3 Cum 3.00 15.63 0.30 0.05 0.70
Along grid A,B,C,D,E,F Cum 6.00 9.13 0.30 0.05 0.82
Total Sand Filling works: 5.86 Cum

6 P.C.C. works in foundation

Foundation Trenches
Foundation Trenches
Isolated footing (F1) Sqm 14.00 2.10 2.10 61.74
Isolated footing (F2) Sqm 4.00 2.50 2.50 25.00
Lower Tie Beam
Along grid 1,2,3 Sqm 3.00 15.63 0.30 14.07
Along grid A,B,C,D,E,F Sqm 6.00 9.13 0.30 16.43
Total PCC works: 117.24 Sqm
Concreting for R.C.C. works in
7
Foundation
Foundation
Rectangular portion
Isolated footing (F1) Cum 14.00 1.95 1.95 0.40 21.29
Isolated footing (F2) Cum 4.00 2.35 2.35 0.40 8.84
Trapezoidal portion
Top Area Bottom Area
F1 Cum 14.00 0.72 3.80 0.20 6.33
F2 Cum 4.00 0.72 5.52 0.20 2.50
Column Cum 18.00 0.35 0.35 1.63 3.59

Lower Tie Beam

Along grid 1-3 Cum 3.00 15.63 0.30 0.30 4.22

Along grid A-F Cum 6.00 9.13 0.30 0.30 4.93
Upper Tie Beam

Along grid 1-3 Cum 3.00 15.63 0.30 0.30 4.22

Along grid A-F Cum 6.00 9.13 0.30 0.30 4.93
Between Grid 1-2 Cum 1.00 17.03 0.30 0.30 1.53

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 Details Quantities of Estimate For Construction of Hostel Building
Deducion
Beam column joint Cum -36.00 0.30 0.30 0.30 (0.97)
Slab Cum 1.00 199.11 Slab Area 0.23 45.80
Total RCC works: 107.21 Cum
8 Steel @2% of total concrete kg 16,831.97 kg
9 worksWork
Brick
Toe Wall
Along grid 1-3 Cum 3.00 13.53 0.23 1.17 10.92
Along grid A-F Cum 6.00 8.08 0.23 1.17 13.05
Between Grid 1-2 Cum 1.00 17.03 0.36 0.23 1.41
Between Grid 1-2 Cum 1.00 17.03 0.23 0.23 0.90
Total Brick works: 26.28 Cum
10 Formworks
Foundation
Rectangular portion
Isolated footing (F1) Sqm 14.00 2.10 0.40 11.76
Isolated footing (F2) Sqm 4.00 2.50 0.40 4.00
Column Sqm 18.00 0.35 1.63 10.27
Lower Tie Beam
Along grid 1-3 Sqm 6.00 15.63 0.30 28.13
Along grid A-F Sqm 12.00 9.13 0.30 32.87
Upper Tie Beam
Along grid 1-3 Sqm 6.00 15.63 0.30 28.13
Along grid A-F Sqm 12.00 9.13 0.30 32.87
Between Grid 1-2 Sqm 2.00 17.03 0.30 10.22
Deduction
Beam column joint Sqm -36.00 0.30 0.30 (3.24)
Slab Sqm 1.00 199.11 Slab Area 199.11
Sqm 1.00 59.92 0.23 13.78
Total Formworks: 367.90 Sqm

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 Ground floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

1.0 Concreting works for R.C.C.

Columns
Cum 18.0 0.35 0.35 2.88 6.35
Beam
Main Beam
Along grid 1-3 Cum 3.00 15.63 0.30 0.35 4.92
Along grid A-F Cum 6.00 10.18 0.30 0.35 6.41
Secondary Beam
Between Grid 1-2 Cum 2.00 6.30 0.23 0.30 0.87
Between Grid 2-3 Cum 1.00 15.83 0.23 0.30 1.09
Lintel/ Sill Band
230mm walls
Along grid A Cum 2.00 10.18 0.23 0.10 0.47
Along grid B Cum 2.00 8.83 0.23 0.10 0.41
Along grid C Cum 2.00 8.83 0.23 0.10 0.41
Along grid D Cum 2.00 8.83 0.23 0.10 0.41
Along grid E Cum 2.00 8.83 0.23 0.10 0.41
Along grid F Cum 2.00 10.18 0.23 0.10 0.47
Along grid 1 Cum 2.00 15.63 0.23 0.10 0.72
Between 1-2 Cum 2.00 10.67 0.23 0.10 0.49
Along grid 2 Cum 2.00 15.63 0.23 0.10 0.72
Along grid 3 Cum 2.00 15.63 0.23 0.10 0.72
115mm walls
Between B-C Cum 4.00 2.33 0.12 0.10 0.11
Along grid 1-2 Cum 4.00 2.48 0.12 0.10 0.12
Slab Cum 1.0 Area 200.00 0.125 25.00
landing Beam
Between C-D Cum 1.00 3.48 0.30 0.35 0.37
Staircase
Main Staircase
Waist slab Cum 1.0 6.71 1.15 0.15 1.16
landings Cum 2.0 1.20 1.43 0.15 0.51
Steps Cum 20.0 1.15 0.30 0.15 0.52
Ramp Cum 1.0 13.49 1.23 0.15 1.24
Deduction
Stair viod Cum -1.0 4.12 4.83 0.125 -2.48
Total concrete works for Ground Floor 51.42 Cum
2.0 Formworks
Columns
Sqm 18.0 1.40 2.88 72.58
Beam
Main Beam
Along grid 1-3 Sqm 6.0 15.63 0.35 32.82
Along grid A-F Sqm 12.0 10.18 0.35 42.76
Secondary Beam
Between Grid 1-2 Sqm 4.0 6.30 0.30 7.56
Between Grid 2-3 Sqm 2.0 15.83 0.30 9.50
Lintel/ Sill Band
230mm walls
Along grid A Sqm 4.0 10.18 0.10 4.07
Along grid B Sqm 4.0 8.83 0.10 3.53
Along grid C Sqm 4.0 8.83 0.10 3.53
Along grid D Sqm 4.0 8.83 0.10 3.53
Along grid E Sqm 4.0 8.83 0.10 3.53
Along grid F Sqm 4.0 10.18 0.10 4.07
Along grid 1 Sqm 4.0 15.63 0.10 6.25
Between 1-2 Sqm 4.0 10.67 0.10 4.27
Along grid 2 Sqm 4.0 15.63 0.10 6.25
Along grid 3 Sqm 4.0 15.63 0.10 6.25
115mm walls
Between B-C Sqm 8.0 2.33 0.10 1.86
Along grid 1-2 Sqm 8.0 2.48 0.10 1.98
Slab Sqm 1.0 Area 200.00 200.00

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 Ground floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

Side Of Slab Sqm 1.0 68.15 0.13 8.86

landing Beam
Between C-D Sqm 2.0 3.48 0.35 2.44
Staircase
Main Staircase
Waist slab Sqm 1.0 6.71 1.15 7.72
landings Sqm 2.0 1.20 1.43 3.43
Steps Sqm 20.0 1.15 0.30 6.90
Ramp Sqm 1.0 13.49 1.23 16.59
Deduction
Stair viod Sqm -1.0 3.48 3.65 -12.70
Total Formworks for Ground Floor 447.58 Sqm
Reinforcement Steel @ 2% of
3.0 kg 8,072.94 kg
total concrete works
4.0 Brick Work
Chimney Made Bricks Work
230mm walls
Along grid A Cum 1.0 10.18 0.23 2.88 6.74
Along grid B Cum 1.0 8.83 0.23 2.88 5.85
Along grid C Cum 1.0 8.83 0.23 2.88 5.85
Along grid D Cum 1.0 8.83 0.23 2.88 5.85
Along grid E Cum 1.0 8.83 0.23 2.88 5.85
Along grid F Cum 1.0 10.18 0.23 2.88 6.74
Along grid 1 Cum 1.0 15.63 0.23 2.88 10.35
Between 1-2 Cum 1.0 10.67 0.23 2.88 7.07
Along grid 2 Cum 1.0 15.63 0.23 2.88 10.35
Along grid 3 Cum 1.0 15.63 0.23 2.88 10.35
115mm walls
Between B-C Cum 2.00 2.33 0.12 2.88 1.54
Along grid 1-2 Cum 2.00 2.48 0.12 2.88 1.64
Deduction
D1 Cum -5.0 0.75 0.23 2.10 -1.81
D2 Cum -2.0 0.90 0.23 2.10 -0.87
D3 Cum -7.0 1.20 0.23 2.10 -4.06
W1 Cum -2.0 0.80 0.23 1.35 -0.50
W2 Cum -1.0 1.20 0.23 1.35 -0.37
W3 Cum -10.0 1.50 0.23 1.35 -4.66
W4 Cum -3.0 1.50 0.23 1.35 -1.40
Front staircase Cum 1.0 Area 0.66 4.60 3.04
Ramp Cum 1.0 13.49 0.23 0.23 0.71
Total Brickwork for Ground Floor 68.26 Cum

5.0 Plaster works

5.1 External Plaster
230mm walls
Along grid A Sqm 1.00 10.18 2.88 29.32
Along grid F Sqm 1.00 10.18 2.88 29.32
Along grid 1 Sqm 1.00 15.63 2.88 45.01
Along grid 3 Sqm 1.00 15.63 2.88 45.01
115mm walls
Between B-C Sqm 2.00 2.33 2.88 13.42
Along grid 1-2 Sqm 2.00 2.48 2.88 14.28
Deduction
D3 Sqm -7.00 1.20 2.10 -17.64
W1 Sqm -2.00 0.80 1.35 -2.16
W2 Sqm -1.00 1.20 1.35 -1.62
W3 Sqm -10.00 1.50 1.35 -20.25
W4 Sqm -3.00 1.50 1.35 -6.08
Total external plasterworks for Ground Floor 128.61 Sqm
5.2 Internal Plaster
Plasterworks inner surface
Common Room Sqm 1.00 16.81 2.88 48.41
Staircase Sqm 1.00 10.78 2.88 31.05

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 Ground floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

Reception Sqm 1.00 13.71 2.88 39.48

Waden Flat Sqm 1.00 20.67 2.88 59.53
Bed Room1 Sqm 1.00 17.17 2.88 49.45
Bed Room2 Sqm 1.00 17.05 2.88 49.10
Bed Room3 Sqm 1.00 17.05 2.88 49.10
Kitchen Sqm 1.00 17.05 2.88 49.10
Dinning Room Sqm 1.00 17.17 2.88 49.45
Bathroom Sqm 1.00 5.46 2.88 15.72
Sqm 1.00 9.06 2.88 26.09
Sqm 2.00 4.43 2.88 25.52
Sqm 2.00 4.27 2.88 24.60
Deduction
D1 Sqm -5.0 0.75 2.10 -7.88
D2 Sqm -2.0 0.90 2.10 -3.78
D3 Sqm -7.0 1.20 2.10 -17.64
W1 Sqm -2.0 0.80 1.35 -2.16
W2 Sqm -1.0 1.20 1.35 -1.62
W3 Sqm -10.0 1.50 1.35 -20.25
W4 Sqm -3.0 1.50 1.35 -6.08
Total internal plasterworks for Ground Floor 457.19 Sqm
5.3 Ceiling Plaster
Ceiling Sqm 1.00 200.00 Slab Area 200.00
Total Ceiling plasterworks for Ground Floor 200.00 Sqm
Providing Pani patti on outer
5.4 Rm 1.00 57.92 57.92 Rm
periphery of slab
6.0 Painting
6.1 Painting for outer surface
230mm walls
Along grid A Sqm 1.00 10.18 2.88 29.32
Along grid F Sqm 1.00 10.18 2.88 29.32
Along grid 1 Sqm 1.00 15.63 2.88 45.01
Along grid 3 Sqm 1.00 15.63 2.88 45.01
115mm walls
Between B-C Sqm 2.00 2.33 2.88 13.42
Along grid 1-2 Sqm 2.00 2.48 2.88 14.28
Deduction
W1 Sqm -7.00 1.20 2.10 -17.64
W2 Sqm -2.00 0.80 1.35 -2.16
W3 Sqm -1.00 1.20 1.35 -1.62
W4 Sqm -10.00 1.50 1.35 -20.25
Total external Painting works for Ground Floor 134.69 Sqm
6.2 Painting for inner surface
Common Room Sqm 1.00 16.81 2.88 48.41
Staircase Sqm 1.00 10.78 2.88 31.05
Reception Sqm 1.00 13.71 2.88 39.48
Waden Flat Sqm 1.00 20.67 2.88 59.53
Bed Room1 Sqm 1.00 17.17 2.88 49.45
Bed Room2 Sqm 1.00 17.05 2.88 49.10
Bed Room3 Sqm 1.00 17.05 2.88 49.10
Kitchen Sqm 1.00 17.05 2.88 49.10
Dinning Room Sqm 1.00 17.17 2.88 49.45
Bathroom Sqm 1.00 5.46 2.88 15.72
Sqm 1.00 9.06 2.88 26.09
Sqm 2.00 4.43 2.88 25.52
Sqm 2.00 4.27 2.88 24.60
Deduction
Deduction Sqm -5.00 0.75 2.10 -7.88
D1 Sqm -2.00 0.90 2.10 -3.78
D2 Sqm -7.00 1.20 2.10 -17.64
D3 Sqm -2.00 0.80 1.35 -2.16
W1 Sqm -1.00 1.20 1.35 -1.62
W2 Sqm -10.00 1.50 1.35 -20.25
W3 Sqm -3.00 1.50 1.35 -6.08

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 Ground floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

Total internal paintworks for Ground Floor 457.19 Sqm

6.3 Painting for Ceiling
Ceiling Sqm 1.00 200.00 Slab Area 200.00
Total Ceiling paintworks for Ground Floor 200.00 Sqm
Enamel Painting for
6.4
doors/window
D1 Sqm 5.0 0.75 2.10 7.88
D2 Sqm 2.0 0.90 2.10 3.78
D3 Sqm 7.0 1.20 2.10 17.64
W1 Sqm 2.0 0.80 1.35 2.16
W2 Sqm 1.0 1.20 1.35 1.62
W3 Sqm 10.0 1.50 1.35 20.25
W4 Sqm 3.0 1.50 1.35 6.08
Total Chapra Painting works on Ground Floor 59.41 Sqm
7.0 Flooring and Finishing works
7.1 Brick Soling Works
All Floor Sqm 1.00 200.00 All Floor 200.00
Total Brick Soling Work on Ground Floor 200.00 Sqm

7.2 Sand Filling Works

Reception Cum 1.00 200.00 All Floor 0.05 10.00
Total Brick Soling Work on Ground Floor 10.00 Cum
7.3 Screeding Works
All Floor Sqm 1.00 200.00 Floor Area 200.00
Total Screeding on Ground Floor 200.00 Sqm
7.4 Punning Works
Common Room Sqm 1.00 3.25 5.16 16.77
Reception Sqm 1.00 3.28 3.58 11.74
Waden Flat Sqm 1.00 6.76 3.58 24.20
Bed Room1 Sqm 1.00 3.31 5.28 17.48
Bed Room2 Sqm 1.00 3.25 5.28 17.16
Bed Room3 Sqm 1.00 3.25 5.28 17.16
Kitchen Sqm 1.00 3.25 5.28 17.16
Dinning Room Sqm 1.00 3.31 5.28 17.48
Staircase
Landing 1 Sqm 1.00 1.20 1.43 1.72
Landing 2 Sqm 1.00 1.20 1.43 1.72
Steps Sqm 20.00 1.15 1.53 35.19
Passage Sqm 1.00 17.40 1.35 23.49
Front staircase Sqm 1.00 4.57 1.75 8.00
Ramp Sqm 1.0 13.49 1.20 8.09
Total Punning on Ground Floor 217.23 Sqm

7.5 Cement Sand Skirting Works

Common Room Rm 1.00 16.82 16.82
Reception Rm 1.00 13.72 13.72
Waden Flat Rm 1.00 20.68 20.68
Bed Room1 Rm 1.00 17.18 17.18
Bed Room2 Rm 1.00 17.06 17.06
Bed Room3 Rm 1.00 17.06 17.06
Kitchen Rm 1.00 17.06 17.06
Dinning Room Rm 1.00 17.18 17.18
Staircase
Landing 1 Rm 1.0 4.06 4.06
Landing 2 Rm 1.0 4.06 4.06
Waist Slab Rm 1.0 3.09 3.09
Passage Rm 1.0 36.15 36.15
Total Punning on Ground Floor 184.11 Rm
7.6 Tile Work
7.6.1 Tile on Floor

Toilet Sqm 1.00 3.28 3.58 11.74

Total Tile Flooring for Ground floor 11.74 Sqm

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 Ground floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

7.6.2 Tile skirting

Passage Rm 1.00 15.27 15.27
Total Tile skirting (Type A) for Ground floor 15.27 Rm
7.6.3 Tile on wall

Sqm 4.00 4.43 1.52 26.93

Total Tile Flooring for Ground floor 26.93 Sqm
8.0 Wood Works
8.1 Door/Window Frame
D1 Cum 5.0 4.95 0.10 0.13 0.32
D2 Cum 2.0 5.10 0.10 0.13 0.13
D3 Cum 7.0 5.40 0.10 0.13 0.49
W1 Cum 2.0 4.30 0.08 0.10 0.07
W2 Cum 1.0 5.10 0.08 0.10 0.04
W3 Cum 10.0 5.70 0.08 0.10 0.46
W4 Cum 3.0 5.70 0.08 0.10 0.14
Total Woodworks for Door Frames on Ground Floor 1.65 Cum
8.2 Door/Window Shutter
D1 Sqm 5.0 0.75 2.10 7.88
D2 Sqm 2.0 0.90 2.10 3.78
D3 Sqm 7.0 1.20 2.10 17.64
W1 Sqm 2.0 0.80 1.35 2.16
W2 Sqm 1.0 1.20 1.35 1.62
W3 Sqm 10.0 1.50 1.35 20.25
W4 Sqm 3.0 1.50 1.35 6.08
Total Woodworks for Door/Window Shutters on Ground Floor 59.41 Sqm
9.0 Railing Works
Main Staircase Rm 1.0 6.71 6.71
Ramp Rm 1.0 13.49 13.49
Total Railing works for Ground floor 21.21 Rm
10.0 Grill works
windows
W1 Sqm 2.0 0.80 1.35 2.16
W2 Sqm 1.0 1.20 1.35 1.62
W3 Sqm 10.0 1.50 1.35 20.25
W4 Sqm 3.0 1.50 1.35 6.08
Total Grill works in windows for Ground floor 30.11 Sqm

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 First floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

1.0 Concreting works for R.C.C.

Columns
Cum 18.0 0.35 0.35 2.88 6.35
Beam
Main Beam
Along grid 1-3 Cum 3.00 15.63 0.30 0.35 4.92
Along grid A-F Cum 6.00 10.18 0.30 0.35 6.41
Lintel/ Sill Band
230mm walls
Along grid A Cum 2.00 10.18 0.23 0.10 0.47
Along grid B Cum 2.00 8.83 0.23 0.10 0.41
Along grid C Cum 2.00 8.83 0.23 0.10 0.41
Along grid D Cum 2.00 8.83 0.23 0.10 0.41
Along grid E Cum 2.00 8.83 0.23 0.10 0.41
Along grid F Cum 2.00 10.18 0.23 0.10 0.47
Along grid 1 Cum 2.00 15.63 0.23 0.10 0.72
Between 1-2 Cum 2.00 13.87 0.23 0.10 0.64
Along grid 2 Cum 2.00 15.63 0.23 0.10 0.72
Along grid 3 Cum 2.00 15.63 0.23 0.10 0.72
115mm walls
Between B-C Cum 4.00 2.33 0.12 0.10 0.11
Along grid 1-2 Cum 4.00 2.48 0.12 0.10 0.12
Slab Cum 1.0 Area 200.00 0.125 25.00
landing Beam
Between C-D Cum 1.00 3.48 0.30 0.35 0.37
Staircase
Main Staircase
Waist slab Cum 1.0 6.71 1.15 0.15 1.16
landings Cum 2.0 1.20 1.43 0.15 0.51
Steps Cum 20.0 1.15 0.30 0.15 0.52
Deduction
Stair viod Cum -1.0 4.12 4.83 0.125 -2.48
Total concrete works for First Floor 48.37 Cum
2.0 Formworks
Columns
Sqm 18.0 1.40 2.88 72.58
Beam
Main Beam
Along grid 1-3 Sqm 6.0 15.63 0.35 32.82
Along grid A-F Sqm 12.0 10.18 0.35 42.76
Lintel/ Sill Band
230mm walls
Along grid A Sqm 4.0 10.18 0.10 4.07
Along grid B Sqm 4.0 8.83 0.10 3.53
Along grid C Sqm 4.0 8.83 0.10 3.53
Along grid D Sqm 4.0 8.83 0.10 3.53
Along grid E Sqm 4.0 8.83 0.10 3.53
Along grid F Sqm 4.0 10.18 0.10 4.07
Along grid 1 Sqm 4.0 15.63 0.10 6.25
Between 1-2 Sqm 4.0 13.87 0.10 5.55
Along grid 2 Sqm 4.0 15.63 0.10 6.25
Along grid 3 Sqm 4.0 15.63 0.10 6.25
115mm walls
Between B-C Sqm 8.0 2.33 0.10 1.86
Along grid 1-2 Sqm 8.0 2.48 0.10 1.98
Slab Sqm 1.0 Area 200.00 200.00
Side Of Slab Sqm 1.0 68.15 0.13 8.86
landing Beam
Between C-D Sqm 2.0 3.48 0.35 2.44
Staircase
Main Staircase

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 First floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

Waist slab Sqm 1.0 6.71 1.15 7.72

landings Sqm 2.0 1.20 1.43 3.43
Steps Sqm 20.0 1.15 0.30 6.90
Deduction
Stair viod Sqm -1.0 3.48 3.65 -12.70
Total Formworks for First Floor 415.21 Sqm
Reinforcement Steel @ 2% of
3.0 kg 7,594.09 kg
total concrete works
4.0 Brick Work
Chimney Made Bricks Work
230mm walls
Along grid A Cum 1.0 10.18 0.23 2.88 6.74
Along grid B Cum 1.0 8.83 0.23 2.88 5.85
Along grid C Cum 1.0 8.83 0.23 2.88 5.85
Along grid D Cum 1.0 8.83 0.23 2.88 5.85
Along grid E Cum 1.0 8.83 0.23 2.88 5.85
Along grid F Cum 1.0 10.18 0.23 2.88 6.74
Along grid 1 Cum 1.0 15.63 0.23 2.88 10.35
Between 1-2 Cum 1.0 13.87 0.23 2.88 9.19
Along grid 2 Cum 1.0 15.63 0.23 2.88 10.35
Along grid 3 Cum 1.0 15.63 0.23 2.88 10.35
115mm walls
Between B-C Cum 2.00 2.33 0.12 2.88 1.54
Along grid 1-2 Cum 2.00 2.48 0.12 2.88 1.64
Deduction
D1 Cum -5.0 0.75 0.23 2.10 -1.81
D2 Cum -4.0 0.90 0.23 2.10 -1.74
D3 Cum -5.0 1.20 0.23 2.10 -2.90
W1 Cum -2.0 0.80 0.23 1.35 -0.50
W2 Cum -2.0 1.20 0.23 1.35 -0.75
W3 Cum -9.0 1.50 0.23 1.35 -4.19
W4 Cum -3.0 1.50 0.23 1.35 -1.40
Total Brickwork for First Floor 67.01 Cum

5.0 Plaster works

5.1 External Plaster
230mm walls
Along grid A Sqm 1.00 10.18 2.88 29.32
Along grid F Sqm 1.00 10.18 2.88 29.32
Along grid 1 Sqm 1.00 15.63 2.88 45.01
Along grid 3 Sqm 1.00 15.63 2.88 45.01
115mm walls
Between B-C Sqm 2.00 2.33 2.88 13.42
Along grid 1-2 Sqm 2.00 2.48 2.88 14.28
Deduction
D3 Sqm -5.00 1.20 2.10 -12.60
W1 Sqm -2.00 0.80 1.35 -2.16
W2 Sqm -2.00 1.20 1.35 -3.24
W3 Sqm -9.00 1.50 1.35 -18.23
W4 Sqm -3.00 1.50 1.35 -6.08
Total external plasterworks for First Floor 134.05 Sqm
5.2 Internal Plaster
Plasterworks inner surface
Common Room Sqm 1.00 16.81 2.88 48.41
Staircase Sqm 1.00 10.78 2.88 31.05
Reception Sqm 1.00 13.71 2.88 39.48
Waden Flat Sqm 1.00 20.67 2.88 59.53
Bed Room1 Sqm 1.00 17.17 2.88 49.45
Bed Room2 Sqm 1.00 17.05 2.88 49.10
Bed Room3 Sqm 1.00 17.05 2.88 49.10
Kitchen Sqm 1.00 17.05 2.88 49.10
Dinning Room Sqm 1.00 17.17 2.88 49.45
Bathroom Sqm 1.00 5.46 2.88 15.72

Araniko S.S. pages2of209 2-H-34_1ST

 First floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

Sqm 1.00 9.06 2.88 26.09

Sqm 2.00 4.43 2.88 25.52
Sqm 2.00 4.27 2.88 24.60
Deduction
D1 Sqm -5.0 0.75 2.10 -7.88
D2 Sqm -4.0 0.90 2.10 -7.56
D3 Sqm -5.0 1.20 2.10 -12.60
W1 Sqm -2.0 0.80 1.35 -2.16
W2 Sqm -2.0 1.20 1.35 -3.24
W3 Sqm -9.0 1.50 1.35 -18.23
W4 Sqm -3.0 1.50 1.35 -6.08
Total internal plasterworks for First Floor 458.85 Sqm
5.3 Ceiling Plaster
Ceiling Sqm 1.00 200.00 Slab Area 200.00
Total Ceiling plasterworks for First Floor 200.00 Sqm
Providing Pani patti on outer
5.4 Rm 1.00 57.92 57.92 Rm
periphery of slab
6.0 Painting
6.1 Painting for outer surface
230mm walls
Along grid A Sqm 1.00 10.18 2.88 29.32
Along grid F Sqm 1.00 10.18 2.88 29.32
Along grid 1 Sqm 1.00 15.63 2.88 45.01
Along grid 3 Sqm 1.00 15.63 2.88 45.01
115mm walls
Between B-C Sqm 2.00 2.33 2.88 13.42
Along grid 1-2 Sqm 2.00 2.48 2.88 14.28
Deduction
W1 Sqm -5.00 1.20 2.10 -12.60
W2 Sqm -2.00 0.80 1.35 -2.16
W3 Sqm -2.00 1.20 1.35 -3.24
W4 Sqm -9.00 1.50 1.35 -18.23
Total external Painting works for First Floor 140.13 Sqm
6.2 Painting for inner surface
Common Room Sqm 1.00 16.81 2.88 48.41
Staircase Sqm 1.00 10.78 2.88 31.05
Reception Sqm 1.00 13.71 2.88 39.48
Waden Flat Sqm 1.00 20.67 2.88 59.53
Bed Room1 Sqm 1.00 17.17 2.88 49.45
Bed Room2 Sqm 1.00 17.05 2.88 49.10
Bed Room3 Sqm 1.00 17.05 2.88 49.10
Kitchen Sqm 1.00 17.05 2.88 49.10
Dinning Room Sqm 1.00 17.17 2.88 49.45
Bathroom Sqm 1.00 5.46 2.88 15.72
Sqm 1.00 9.06 2.88 26.09
Sqm 2.00 4.43 2.88 25.52
Sqm 2.00 4.27 2.88 24.60
Deduction
Deduction Sqm -5.00 0.75 2.10 -7.88
D1 Sqm -4.00 0.90 2.10 -7.56
D2 Sqm -5.00 1.20 2.10 -12.60
D3 Sqm -2.00 0.80 1.35 -2.16
W1 Sqm -2.00 1.20 1.35 -3.24
W2 Sqm -9.00 1.50 1.35 -18.23
W3 Sqm -3.00 1.50 1.35 -6.08
Total internal paintworks for First Floor 458.85 Sqm
6.3 Painting for Ceiling
Ceiling Sqm 1.00 200.00 Slab Area 200.00
Total Ceiling paintworks for First Floor 200.00 Sqm
Enamel Painting for
6.4
doors/window
D1 Sqm 5.0 0.75 2.10 7.88
D2 Sqm 4.0 0.90 2.10 7.56
D3 Sqm 5.0 1.20 2.10 12.60

Araniko S.S. pages3of209 2-H-34_1ST

 First floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

W1 Sqm 2.0 0.80 1.35 2.16

W2 Sqm 2.0 1.20 1.35 3.24
W3 Sqm 9.0 1.50 1.35 18.23
W4 Sqm 3.0 1.50 1.35 6.08
Total Chapra Painting works on First Floor 57.75 Sqm
7.0 Flooring and Finishing works
7.1 Screeding Works
All Floor Sqm 1.00 200.00 Floor Area 200.00
Total Screeding on First Floor 200.00 Sqm
7.1 Punning Works
Common Room Sqm 1.00 3.25 5.16 16.77
Reception Sqm 1.00 3.28 3.58 11.74
Waden Flat Sqm 1.00 6.76 3.58 24.20
Bed Room1 Sqm 1.00 3.31 5.28 17.48
Bed Room2 Sqm 1.00 3.25 5.28 17.16
Bed Room3 Sqm 1.00 3.25 5.28 17.16
Kitchen Sqm 1.00 3.25 5.28 17.16
Dinning Room Sqm 1.00 3.31 5.28 17.48
Staircase
Landing 1 Sqm 1.00 1.20 1.43 1.72
Landing 2 Sqm 1.00 1.20 1.43 1.72
Steps Sqm 20.00 1.15 1.53 35.19
Passage Sqm 1.00 17.40 1.35 23.49
Total Punning on First Floor 201.14 Sqm

7.3 Cement Sand Skirting Works

Common Room Rm 1.00 16.82 16.82
Reception Rm 1.00 13.72 13.72
Waden Flat Rm 1.00 20.68 20.68
Bed Room1 Rm 1.00 17.18 17.18
Bed Room2 Rm 1.00 17.06 17.06
Bed Room3 Rm 1.00 17.06 17.06
Kitchen Rm 1.00 17.06 17.06
Dinning Room Rm 1.00 17.18 17.18
Staircase
Landing 1 Rm 1.0 4.06 4.06
Landing 2 Rm 1.0 4.06 4.06
Waist Slab Rm 1.0 3.09 3.09
Passage Rm 1.0 36.15 36.15
Total Punning on First Floor 184.11 Rm
7.6 Tile Work
7.6.1 Tile on Floor

Toilet Sqm 1.00 3.28 3.58 11.74

Total Tile Flooring for First floor 11.74 Sqm
7.6.2 Tile skirting
Passage Rm 1.00 15.27 15.27
Total Tile skirting (Type A) for First floor 15.27 Rm
7.6.3 Tile on wall

Sqm 4.00 4.43 1.52 26.93

Total Tile Flooring for First floor 26.93 Sqm

8.0 Wood Works

8.1 Door/Window Frame
D1 Cum 5.0 4.95 0.10 0.13 0.32
D2 Cum 4.0 5.10 0.10 0.13 0.27
D3 Cum 5.0 5.40 0.10 0.13 0.35
W1 Cum 2.0 4.30 0.08 0.10 0.07
W2 Cum 2.0 5.10 0.08 0.10 0.08

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 First floor works

S.N. Description Unit Nos Length Breadth Height Quantity Remarks

W3 Cum 9.0 5.70 0.08 0.10 0.41

W4 Cum 3.0 5.70 0.08 0.10 0.14
Total Woodworks for Door Frames on First Floor 1.64 Cum
8.2 Door/Window Shutter
D1 Sqm 5.0 0.75 2.10 7.88
D2 Sqm 4.0 0.90 2.10 7.56
D3 Sqm 5.0 1.20 2.10 12.60
W1 Sqm 2.0 0.80 1.35 2.16
W2 Sqm 2.0 1.20 1.35 3.24
W3 Sqm 9.0 1.50 1.35 18.23
W4 Sqm 3.0 1.50 1.35 6.08
Total Woodworks for Door/Window Shutters on First Floor 57.75 Sqm
9.0 Railing Works
Main Staircase Rm 1.0 6.71 6.71
Ramp Rm 1.0 13.49 13.49
Total Railing works for First floor 21.21 Rm
10.0 Grill works
windows
W1 Sqm 2.0 0.80 1.35 2.16
W2 Sqm 2.0 1.20 1.35 3.24
W3 Sqm 9.0 1.50 1.35 18.23
W4 Sqm 3.0 1.50 1.35 6.08
Total Grill works in windows for First floor 29.71 Sqm

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 Top floor and Terrace works
S.N. Description Unit Nos Length Breadth Height Quantity Remarks
1.0 False Ceiling Work
All Roof Sqm 1.00 200.00 Ceiling Area 200.00
Total False Ceiling Work for Truss Roof: 200.00 SqM
2.0 Truss work
a Iron Square pipe for Truss
2" Purlin Kg 9.00 18.88 2.40 kg/m 407.81
2" Rafter Kg 12.00 6.54 2.40 kg/m 188.35
1.5" Struts Kg 12.00 1.37 1.78 kg/m 29.26
Kg 12.00 1.75 1.78 kg/m 37.38
Kg 12.00 1.76 1.78 kg/m 37.59
2 " Vertical Metal Pipe Kg 12.00 0.40 2.40 kg/m 11.52
Kg 12.00 0.79 2.40 kg/m 22.75
Kg 12.00 1.17 2.40 kg/m 33.70
Kg 6.00 1.55 2.40 kg/m 22.32
2 " Horizontal Heavy Duty Metal
Kg 6.00 12.38 2.40 kg/m 178.27
Pipe
Bracing Kg 20.00 6.44 2.40 kg/m 309.12
Total Truss Work for Truss Roof: 1,278.07 Kg
3.0 CGI Sheet
Passage Sqm 2.0 6.61 19.23 254.22
Total CGI Sheet Work for Truss Roof: 254.22 SqM

4.0 Metal Plate

200X200 mm Base Plate of
Kg 14.0 0.04 94.20 kg/m 52.75 Kg
12mm Thickness
Total Metal Plate Work for Truss Roof: 52.75 Kg
5.0 Gutter Work: Rm 2.00 19.23 38.46
Total Gutter Work for Truss Roof: 38.46 Rm
6.0 Ridge Work: Rm 1.00 19.23 19.23
Total Ridge Work for Truss Roof: 19.23 Rm
7.0 4" UPVC pipe: Rm 4.00 6.65 26.60
Total UPVC Pipe Work for Truss Roof: 26.60 Rm

Araniko S.S. pages1of209 2-H-34-TR

 #REF!
#REF!
#REF!
#REF!

Name of School: Shree Manedanda mavi

Location: Kadadevi,Gaupalika-9,Ramechhap
DETAIL ESTIMATE (TOILET 1TB)
Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
A CIVIL WORKS
1 Site Clearance and Layout
For building 1.00 10.000 10.000 7.000 70.000
Total Site Clearance Work 70.000 Sq.m
2 Earthwork in Excavation
Foundation for footing of column
F1 2.00 1.800 3.600 1.800 2.000 12.960
CF1 3.00 3.685 11.055 1.800 2.000 39.798
For Foundation Beam
Along Grid A-A 1.00 1.085 1.085 0.450 1.470 0.717
Along Grid B-B
1.00 1.085 1.085 0.450 1.470 0.717
Along Grid 1-1
1.00 4.608 4.608 0.450 1.470 3.048
Along Grid 2-2 1.00 4.608 4.608 0.450 1.470 3.048
Along Grid 3-3 1.00 3.070 3.070 0.450 1.470 2.030
Ramp support wall 1.00 8.500 8.500 0.450 0.600 2.295
Lobby 1.00 5.865 5.865 0.450 0.600 1.583
Steps near the Ladies toilet 1.00 1.360 1.360 0.600 0.225 0.183
Steps near the Boys toilet 1.00 4.665 4.665 0.300 0.225 0.314
For 150 mm RCC hump pipe NP2 1.00 30.000 30.000 0.300 0.500 4.500
For 200 mm RCC hump pipe NP2 1.00 30.000 30.000 0.400 0.500 6.000
Total earthwork in excavation 77.193 Cu.m

3 Earthback Filling
Filling Upto Ground Level
For Footing of column
F1 2.00 1.800 3.600 1.800 1.775 11.502
CF1 3.00 3.685 11.055 1.800 1.775 35.320
For Foundation Beam
Along Grid A-A 1.00 1.085 1.085 0.450 1.470 0.717
Along Grid B-B
1.00 1.085 1.085 0.450 1.470 0.717
Along Grid 1-1
1.00 4.608 4.608 0.450 1.470 3.048
Along Grid 2-2 1.00 4.608 4.608 0.450 1.470 3.048
Along Grid 3-3 1.00 3.070 3.070 0.450 1.470 2.030
Filling in floor
Room1 1.00 4.640 4.640 2.655 0.075 0.923
Room2 1.00 4.640 4.640 2.405 0.075 0.836
Room3 1.00 3.110 3.110 2.405 0.075 0.560
Lobby 1.00 4.665 4.660 1.200 0.075 0.419
Ramp floor 1.00 3.600 3.600 1.300 0.150 0.702

Shree Manedanda mavi Page 2 of 209 Toilet Block

 Deduction for RCC part in footing
Rectangular Section
F1 -2.00 1.800 -3.600 1.800 0.40 -2.592
CF1 -3.00 3.685 -11.055 1.800 0.53 -10.546
Trapazoidal Section
V= h/6(A1+A2+4*mean Area)
F1 -2.00 1.800 -3.600 0.800 0.200 -0.776
Deduction for soling portion
Along Grid A-A -1.00 1.585 -1.585 0.350 0.150 -0.083
Along Grid B-B
-1.00 1.585 -1.585 0.350 0.150 -0.083
Along Grid 1-1
-1.00 4.608 -4.608 0.350 0.150 -0.241
Along Grid 2-2 -1.00 4.608 -4.608 0.350 0.150 -0.241
Along Grid 3-3 -1.00 3.070 -3.070 0.350 0.150 -0.161
Deduction for PCC portion
Along Grid A-A -1.00 1.585 -1.585 0.350 0.075 -0.041
Along Grid B-B
-1.00 1.585 -1.585 0.350 0.075 -0.041
Along Grid 1-1
-1.00 4.608 -4.608 0.350 0.075 -0.120
Along Grid 2-2 -1.00 4.608 -4.608 0.350 0.075 -0.120
Along Grid 3-3 -1.00 3.070 -3.070 0.350 0.075 -0.080
Deduction for foundation beam
Along Grid A-A -1.00 2.585 -2.585 0.230 0.230 -0.136
Along Grid B-B
-1.00 2.585 -2.585 0.230 0.230 -0.136
Along Grid 1-1
-1.00 7.570 -7.570 0.230 0.230 -0.400
Along Grid 2-2 -1.00 7.570 -7.570 0.230 0.230 -0.400
Along Grid 3-3 -1.00 4.570 -4.570 0.230 0.230 -0.241
Deduction for Toe wall
Along Grid A-A 1.00 4.920 4.920 0.230 1.245 1.408
Along Grid B-B
1.00 4.920 4.920 0.230 1.245 1.408
Along Grid C-C
1.00 2.335 2.335 0.230 1.245 0.668
Along Grid 1-1
1.00 7.570 7.570 0.230 1.245 2.167
Along Grid 2-2 1.00 7.570 7.570 0.230 1.245 2.167
Along Grid 3-3 1.00 4.570 4.570 0.230 1.245 1.308
Deduction For Column upto Upto GL
Column C1 -8.00 0.300 -2.400 0.300 1.475 -1.062
Total Filling Work 51.448 Cu.m

4 Boulder Soling
For Footing of column
F1 2.00 1.800 3.600 1.800 0.150 0.972
CF1 3.00 3.685 11.055 1.800 0.150 2.984
For Foundation Beam
Along Grid A-A 1.00 1.585 1.585 0.350 0.150 0.083
Along Grid B-B
1.00 1.585 1.585 0.350 0.150 0.083
Along Grid 1-1
1.00 4.608 4.608 0.350 0.150 0.241
Along Grid 2-2 1.00 4.608 4.608 0.350 0.150 0.241
Along Grid 3-3 1.00 3.070 3.070 0.350 0.150 0.161
Floors
Room1 1.00 4.640 4.640 2.655 0.150 1.847
Room2 1.00 4.640 4.640 2.405 1.150 12.833

Shree Manedanda mavi Page 3 of 209 Toilet Block

 Room3 1.00 3.110 3.110 2.405 2.150 16.081
Lobby 1.00 4.665 4.660 1.200 0.150 0.838
Ramp floor 1.00 3.600 3.600 1.300 0.150 0.702
Foundation
Footing for 9" partition wall 1.00 7.380 7.380 0.230 0.150 0.254
Footing for 4" partition wall 1.00 11.825 11.825 0.230 0.150 0.407
Ramp support wall 1.00 8.500 8.500 0.350 0.150 0.446
Lobby 1.00 5.865 5.865 0.350 0.150 0.307
Steps near the Ladies toilet 1.00 1.360 1.360 0.600 0.150 0.122
Steps near the Boys toilet 1.00 4.665 4.665 0.300 0.150 0.209
Total boulder soling 38.811 Cu.m

5 Sand Filling
Floors
Room1 1.00 4.640 4.640 2.655 0.050 0.615
Room2 1.00 4.640 4.640 2.405 0.050 0.557
Room3 1.00 3.110 3.110 2.405 0.050 0.373
Lobby 1.00 4.665 4.660 1.200 0.050 0.279
Ramp floor 1.00 3.600 3.600 1.300 0.050 0.234
Total Sand Filling Work 2.058 Cu.m

6 500 MICRON POLYTHENE SHEET

Ground Floor
Room1 1.00 4.640 4.640 2.655 12.319
Room2 1.00 4.640 4.640 2.405 11.159
Room3 1.00 3.110 3.110 2.405 7.479
Lobby 1.00 4.665 4.660 1.200 5.592
Ramp floor 1.00 3.600 3.600 1.300 4.680
Total micron polythene sheet 41.229 Sq.m
7 Brickwork
Brick Masonry Works in 1:6 C/S
7.1 Cu.m
mortar
Below plinth level
Toe wall between lower and upper tie
beam
Along Grid A-A 1.00 4.920 4.920 0.230 1.315 1.488
Along Grid B-B
1.00 4.920 4.920 0.230 1.315 1.488
Along Grid C-C
1.00 2.335 2.335 0.230 1.315 0.706
Along Grid 1-1
1.00 7.570 7.570 0.230 1.315 2.289
Along Grid 2-2 1.00 7.570 7.570 0.230 1.315 2.289
Along Grid 3-3 1.00 4.570 4.570 0.230 1.315 1.382
Footing for 9" partition wall 1.00 7.380 7.380 0.230 0.150 0.254
Footing for 4" partition wall 1.00 11.825 11.825 0.230 0.150 0.407
Ramp support wall 1.00 8.500 8.500 0.350 0.375 1.115
1.00 7.200 7.200 1.350 0.150 1.458
Lobby 1.00 5.865 5.865 0.350 0.375 0.769
1.00 5.865 5.865 1.350 0.150 1.187
Steps near the Ladies toilet 1.00 1.360 1.360 0.600 0.150 0.122
1.00 1.360 1.360 0.300 0.150 0.061
Steps near the Boys toilet 1.00 4.665 4.665 0.300 0.150 0.209

Shree Manedanda mavi Page 4 of 209 Toilet Block

 Total 1:6 B/W upto plinth level 15.224 Cu.m

Brick Masonry Works in 1:4 C/S

7.2 Cu.m
mortar
Ground Floor
Along Grid A-A 1.00 4.920 4.920 0.230 2.200 2.489
Along Grid B-B
1.00 4.110 4.110 0.230 2.200 2.079
Along Grid C-C
1.00 2.335 2.335 0.230 2.200 1.181
Along Grid 1-1
1.00 7.570 7.570 0.230 2.200 3.830
Along Grid 2-2 1.00 7.570 7.570 0.230 2.200 3.830
Along Grid 3-3 1.00 4.570 4.570 0.230 2.200 2.312
Partition wall of disable toilet 1.00 2.425 2.425 0.230 2.400 1.338
Partition wall of ladies toilet 1.00 1.500 1.500 0.230 2.100 0.724
Partition wall of boys toilet 1.00 1.765 1.765 0.230 2.100 0.852
Deduction for openings
W(600*900) -5.00 0.600 -3.000 0.230 0.900 -0.621
V(600*600) -3.00 0.500 -1.500 0.230 0.600 -0.207
D2(900*2100) -2.00 0.900 -1.800 0.230 2.100 -0.869
D3(1000*2100) -1.00 1.000 -1.000 0.230 2.100 -0.483
Total 1:4 B/W 16.455 Cu.m

7.3 Half Brick Works (1:4c/s) mortar Sq.m

Girls Toilet
Partition wall of boys toilet 1.00 4.660 4.660 2.100 9.786
2.00 1.500 3.000 2.100 6.300
Boys Toilet
Partition wall of girls toilet 1.00 3.115 3.115 2.100 6.541
1.00 1.050 1.050 2.100 2.205
D1(750*2100) -6.00 0.750 -4.500 2.100 -9.450
First Floor
Parapet wall 1.00 28.460 28.460 0.300 8.538
Total 1:4 half B/W 23.920 Sq.m

8 PCC and RCC Work

8.1 M10
For Footing of column
F1 2.00 1.800 3.600 1.800 0.075 0.486
CF1 3.00 3.685 11.055 1.800 0.075 1.492
For Foundation Beam
Along Grid A-A 1.00 1.585 1.585 0.350 0.075 0.041
Along Grid B-B
1.00 1.585 1.585 0.350 0.075 0.041
Along Grid 1-1
1.00 4.608 4.608 0.350 0.075 0.120
Along Grid 2-2 1.00 4.608 4.608 0.350 0.075 0.120
Along Grid 3-3 1.00 3.070 3.070 0.350 0.075 0.080
Foundation
Footing for 9" partition wall 1.00 7.380 7.380 0.230 0.075 0.127
Footing for 4" partition wall 1.00 11.825 11.825 0.230 0.075 0.203
Ramp support wall 1.00 8.500 8.500 0.350 0.075 0.223
Lobby 1.00 5.865 5.865 0.350 0.075 0.153
Steps near the Ladies toilet 1.00 1.360 1.360 0.600 0.075 0.061

Shree Manedanda mavi Page 5 of 209 Toilet Block

 Steps near the Boys toilet 1.00 4.665 4.665 0.300 0.075 0.104
Total M10 (1:3:6) PCC 3.251 Cu.m

8.2 M15
Floors
Room1 1.00 4.640 4.640 2.655 0.075 0.923
Room2 1.00 4.640 4.640 2.405 0.075 0.836
Room3 1.00 3.110 3.110 2.405 0.075 0.560
Lobby 1.00 4.665 4.660 1.200 0.075 0.419
Ramp floor 1.00 3.600 3.600 1.300 0.075 0.351
Total M15 (1:2:4) PCC 3.089 Cu.m

8.3 M20
For Column footing
Rectangular Section
F1 2.00 1.800 3.600 1.800 0.40 2.592
CF1 3.00 3.685 11.055 1.800 0.53 10.546
Trapazoidal Section
V= h/6(A1+A2+4*mean Area)
F1 2.00 1.800 3.600 0.800 0.200 0.776
Total RCC for footing 13.914 Cu.m
Column
For Column upto Top Tie Beam
Column C1 8.00 0.300 2.400 0.300 1.475 1.062
1.062 Cu.m
Ground Floor
Column C1 8.00 0.300 2.400 0.300 2.500 1.800
1.800 Cu.m
Total RCC for column 2.862 Cu.m
Beam
For Foundation Beam
Along Grid A-A 1.00 2.585 2.585 0.230 0.230 0.136
Along Grid B-B
1.00 2.585 2.585 0.230 0.230 0.136
Along Grid 1-1
1.00 7.570 7.570 0.230 0.230 0.400
Along Grid 2-2 1.00 7.570 7.570 0.230 0.230 0.400
Along Grid 3-3 1.00 4.570 4.570 0.230 0.230 0.241
1.313 Cu.m
For Top Tie Beam
Along Grid A-A 1.00 4.920 4.920 0.230 0.230 0.260
Along Grid B-B
1.00 4.920 4.920 0.230 0.230 0.260
Along Grid C-C
1.00 4.920 4.920 0.230 0.230 0.260
Along Grid 1-1
1.00 7.570 7.570 0.230 0.230 0.400
Along Grid 2-2 1.00 7.570 7.570 0.230 0.230 0.400
Along Grid 3-3 1.00 4.570 4.570 0.230 0.230 0.241
1.821 Cu.m
Ground Floor
Main Beam
Along Grid A-A 1.00 4.920 4.920 0.230 0.200 0.226
Along Grid B-B
1.00 4.920 4.920 0.230 0.200 0.226

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 Along Grid C-C
1.00 2.335 2.335 0.230 0.200 0.107
Along Grid 1-1
1.00 7.570 7.570 0.230 0.200 0.348
Along Grid 2-2 1.00 7.570 7.570 0.230 0.200 0.348
Along Grid 3-3 1.00 4.570 4.570 0.230 0.200 0.210
Secondary Beam
Between Grid A-A and B-B 1.00 5.080 5.080 0.230 0.130 0.151
Between Grid B-B and C-C 1.00 2.425 2.425 0.230 0.130 0.072
1.688 Cu.m
Total RCC for beam 4.822 Cu.m
Slab
Ground Floor
Entire area of slab Area= 52.958 0.100 5.295
Total RCC for slab 5.295 Cu.m
Siil band
Ground Floor
Along Grid A-A 1.00 4.920 4.920 0.230 0.075 0.084
Along Grid B-B
1.00 4.110 4.110 0.230 0.075 0.070
Along Grid C-C
1.00 2.335 2.335 0.230 0.075 0.040
Along Grid 1-1
1.00 7.570 7.570 0.230 0.075 0.130
Along Grid 2-2 1.00 7.570 7.570 0.230 0.075 0.130
Along Grid 3-3 1.00 4.570 4.570 0.230 0.075 0.078
Partition wall of disable toilet 1.00 2.425 2.425 0.230 0.075 0.041
Partition wall of ladies toilet 1.00 1.500 1.500 0.230 0.075 0.025
Partition wall of boys toilet 1.00 1.765 1.765 0.230 0.075 0.030
Deduction for openings
D2(900*2100) -2.00 0.900 -1.800 0.230 0.075 -0.031
D3(1000*2100) -1.00 1.000 -1.000 0.230 0.075 -0.017
Girls Toilet
Partition wall of boys toilet 1.00 4.660 4.660 0.115 0.075 0.040
2.00 1.500 3.000 0.115 0.075 0.025
Boys Toilet
Partition wall of girls toilet 1.00 3.115 3.115 0.115 0.075 0.026
1.00 1.050 1.050 0.115 0.075 0.009
D1(750*2100) -6.00 0.750 -4.500 0.115 0.075 -0.038
First Floor
Parapet wall 1.00 28.460 28.460 0.190 0.075 0.405
Total RCC for sill band 1.047 Cu.m
Lintel band
Ground Floor
Along Grid A-A 1.00 4.920 4.920 0.230 0.150 0.169
Along Grid B-B
1.00 4.110 4.110 0.230 0.150 0.141
Along Grid C-C
1.00 2.335 2.335 0.230 0.150 0.080
Along Grid 1-1
1.00 7.570 7.570 0.230 0.150 0.261
Along Grid 2-2 1.00 7.570 7.570 0.230 0.150 0.261
Along Grid 3-3 1.00 4.570 4.570 0.230 0.150 0.157
Partition wall of disable toilet 1.00 2.425 2.425 0.230 0.150 0.083
Partition wall of ladies toilet 1.00 1.500 1.500 0.230 0.150 0.051
Partition wall of boys toilet 1.00 1.765 1.765 0.230 0.150 0.060
Girls Toilet

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 Partition wall of boys toilet 1.00 4.660 4.660 0.115 0.150 0.080
2.00 1.500 3.000 0.115 0.150 0.051
Boys Toilet
Partition wall of girls toilet 1.00 3.115 3.115 0.115 0.150 0.053
1.00 1.050 1.050 0.115 0.150 0.018
Total RCC for lintel band 1.465 Cu.m
Total RCC work 29.405 Cu.m

9 FORMWORKS
Column
For Column upto Top Tie Beam
Column C1 8.00 1.200 9.600 1.475 14.160
Ground Floor
Column C1 8.00 1.200 9.600 2.500 24.000
Total formwork for column 38.160 Sq.m
Beam
For Foundation Beam
Along Grid A-A 1.00 2.585 2.585 0.460 1.189
Along Grid B-B
1.00 2.585 2.585 0.460 1.189
Along Grid 1-1
1.00 7.570 7.570 0.460 3.482
Along Grid 2-2 1.00 7.570 7.570 0.460 3.482
Along Grid 3-3 1.00 4.570 4.570 0.460 2.102
11.444 Sq.m
For Top Tie Beam
Along Grid A-A 1.00 4.920 4.920 0.460 2.263
Along Grid B-B
1.00 4.920 4.920 0.460 2.263
Along Grid C-C
1.00 2.335 2.335 0.460 1.074
Along Grid 1-1
1.00 7.570 7.570 0.460 3.482
Along Grid 2-2 1.00 7.570 7.570 0.460 3.482
Along Grid 3-3 1.00 4.570 4.570 0.460 2.102
14.666 Sq.m
Ground Floor
Main Beam
Along Grid A-A 1.00 4.920 4.920 0.630 3.099
Along Grid B-B
1.00 4.920 4.920 0.630 3.099
Along Grid C-C
1.00 4.920 4.920 0.630 3.099
Along Grid 1-1
1.00 7.570 7.570 0.630 4.769
Along Grid 2-2 1.00 7.570 7.570 0.630 4.769
Along Grid 3-3 1.00 4.570 4.570 0.630 2.879
Secondary Beam
Between Grid A-A and B-B 1.00 5.080 5.080 0.490 2.489
Between Grid B-B and C-C 1.00 2.425 2.425 0.490 1.188
25.391 Sq.m
Total formwork for beam 51.501 Sq.m
For slab,lintel,slab etc
Sides For Column footing
F1 2.00 7.200 14.400 0.40 5.760
CF1 3.00 10.970 32.910 0.53 17.442
Total formwork for footing 23.202 Sq.m

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 Sides for PCC work below foundation
beam
Along Grid A-A 1.00 1.585 1.585 0.150 0.237
Along Grid B-B
1.00 1.585 1.585 0.150 0.237
Along Grid 1-1
1.00 4.608 4.608 0.150 0.691
Along Grid 2-2 1.00 4.608 4.608 0.150 0.691
Along Grid 3-3 1.00 3.070 3.070 0.150 0.460
Total formwork for PCC 2.316 Sq.m
Slab
Ground Floor
Entire Slab 1.00 52.960 52.960
Sides 1.00 31.00 31.000 0.100 3.100
Deduction for bottom of main beam -1.00 34.47 -34.470 0.23 -7.928
Deduction for bottom of secondary beam -1.00 7.51 -7.510 0.23 -1.727
Total formwork for slab 46.405 Sq.m
Siil band
Ground Floor
Along Grid A-A 1.00 4.920 4.920 0.150 0.738
Along Grid B-B
1.00 4.110 4.110 0.150 0.616
Along Grid C-C
1.00 2.335 2.335 0.150 0.350
Along Grid 1-1
1.00 7.570 7.570 0.150 1.135
Along Grid 2-2 1.00 7.570 7.570 0.150 1.135
Along Grid 3-3 1.00 4.570 4.570 0.150 0.685
Partition wall of disable toilet 1.00 2.425 2.425 0.150 0.363
Partition wall of ladies toilet 1.00 1.500 1.500 0.150 0.225
Partition wall of boys toilet 1.00 1.765 1.765 0.150 0.264
Deduction for openings
D2(900*2100) -2.00 0.900 -1.800 0.150 -0.270
D3(1000*2100) -1.00 1.000 -1.000 0.150 -0.150
Girls Toilet 0.150 0.000
Partition wall of boys toilet 1.00 4.660 4.660 0.150 0.699
2.00 1.500 3.000 0.150 0.450
Boys Toilet
Partition wall of girls toilet 1.00 3.115 3.115 0.150 0.467
1.00 1.050 1.050 0.150 0.157
D1(750*2100) -6.00 0.750 -4.500 0.150 -0.675
First Floor
Parapet wall 1.00 28.460 28.460 0.150 4.269
Total formwork for sill band 10.458 Sq.m
Lintel Band
Ground Floor
Along Grid A-A 1.00 4.920 4.920 0.300 1.476
Along Grid B-B
1.00 4.110 4.110 0.300 1.233
Along Grid C-C
1.00 2.335 2.335 0.300 0.700
Along Grid 1-1
1.00 7.570 7.570 0.300 2.271
Along Grid 2-2 1.00 7.570 7.570 0.300 2.271
Along Grid 3-3 1.00 4.570 4.570 0.300 1.371
Partition wall of disable toilet 1.00 2.425 2.425 0.300 0.727
Partition wall of ladies toilet 1.00 1.500 1.500 0.300 0.450
Partition wall of boys toilet 1.00 1.765 1.765 0.300 0.529

Shree Manedanda mavi Page 9 of 209 Toilet Block

 Girls Toilet
Partition wall of boys toilet 1.00 4.660 4.660 0.300 1.398
2.00 1.500 3.000 0.300 0.900
Boys Toilet
Partition wall of girls toilet 1.00 3.115 3.115 0.300 0.934
1.00 1.050 1.050 0.300 0.315
Total formwork for lintel band 14.575 Sq.m
Total formwork 186.617 Sq.m

10 REINFORCEMENT
Reinforcement(2%) 1.00 29.405 4616.585
Total reinforcement work 4616.585 Kg

11 Flooring & Finishing Work

38mm thick P.C.C. in (1:2:4) with cement
11.1 Sq.m
punning (1:1) for roof treatment work.
Lobby 1.00 4.665 4.660 1.200 5.592
Total 38mm PCC with punning work 5.592 Sqm

50mm thick P.C.C. in (1:2:4) with cement

11.2 Sq.m
punning (1:1) for roof treatment work.
Roof 1.00 52.270 52.270
Total 50mm PCC with punning work 52.270 Sqm

3mm.th. C.S. punning(1:1) on floor as per

11.3 Sq.m
specification and direction complete work.
Ground Floor
Stair outside girls toilet
Riser 2.00 1.360 2.720 0.15 0.408
Tread 2.00 1.360 2.720 0.300 0.816
Stair outside boys toilet
Riser 2.00 4.665 9.330 0.15 1.399
Tread 1.00 4.665 4.660 0.300 1.398
Total punning work 4.021 Sq.m

Providing and Laying 6mm.th.porcelain

11.4 Sqm
glazed/non glazed tiles on walls and floor.
Toilet
Ground Floor
11.4.1 On walls
Boys Toilet
Inner toilet 1.00 5.10 5.100 1.20 6.120
Outside boys toilet 1.00 15.830 15.830 1.20 18.996
Girls Toilet
Inner toilet 4.00 5.10 20.400 1.20 24.480
Outside girls toilet 1.00 17.484 17.480 1.20 20.976
Inside disabled toilet 1.00 7.850 7.850 1.20 9.420
Deduction for openings
D1(750*2100) Both
-12.00 0.750 -9.000 1.200 -10.800
sides
D2(900*2100) -2.00 0.900 -1.800 1.200 -2.160

Shree Manedanda mavi Page 10 of 209 Toilet Block

 D3(1000*2100) -1.00 0.750 -0.750 1.200 -0.900
Total tile on wall 66.132 Sq.m

11.4.2 On Floor
Girls Toilet 1.00 6.270 6.270 2.425 15.204
Boys Toilet 1.00 4.660 4.660 2.655 12.372
Disabled Toilet 1.00 2.425 2.420 1.500 3.630
Total tile on floor 31.206 Sq.m
12 PLASTERING WORKS
12.5mm thick cement plaster in (1:3) in
12.1 Sq.m
ceiling ,beams etc
Ground Floor
Ceiling
Girls Toilet 1.00 6.270 6.270 2.425 15.204
Boys Toilet 1.00 4.660 4.660 2.655 12.372
Disabled Toilet 1.00 2.425 2.420 1.500 3.630
Projected ceiling 1.00 12.38 12.380
Sides 1.00 31.00 31.000 0.100 3.100
Main Beam along Grid C-C 2.00 1.53 3.060 0.200 0.612
Sec Beam between Grid A-A and B-B 2.00 5.08 10.160 0.130 1.320
Sec Beam along Grid B-B and C-C 2.00 2.43 4.860 0.130 0.631
Total 1:3 plaster on ceiling 49.249 Sq.m

12.5mm thick cement plaster in (1:4) in

12.2 Sq.m
Internal Wall etc
Boys Toilet
Inner toilet 2.00 3.60 7.200 2.25 16.200
2.00 1.50 3.000 2.40 7.200
Outside boys toilet 1.00 4.280 4.280 2.25 9.630
1.00 14.550 14.550 2.40 34.920
Girls Toilet
Inner toilet 4.00 3.60 14.400 2.25 32.400
4.00 1.50 6.000 2.40 14.400
Outside girls toilet 1.00 6.275 6.270 2.25 14.107
1.00 11.209 11.200 2.40 26.880
Inside disabled toilet 1.00 7.850 7.850 3.00 23.550
Sides of opening
V(600*600) 3.00 2.400 7.200 0.230 1.656
W(600*900) 5.00 3.000 15.000 0.230 3.450
Deduction for openings
V(600*600) -3.00 0.600 -1.800 0.600 -1.080
W(600*900) -5.00 0.600 -3.000 0.900 -2.700
Total 1:4 inner plaster 180.613 Sq.m

12.5mm thick cement plaster in (1:4) in

12.3 Sq.m
External Wall etc
Upto Plinth level
Upto Plinth 1.00 23.96 23.960 0.30 7.188
7.188 Sq.m
Ground Floor

Shree Manedanda mavi Page 11 of 209 Toilet Block

 Around Building 1.00 28.66 28.660 2.40 68.784
Ramp wall 2.00 3.60 7.200 0.15 1.080 Both face
Deduction for openings
V(600*600) -3.00 0.600 -1.800 0.600 -1.080
W(600*900) -5.00 0.600 -3.000 0.900 -2.700
D2(900*2100) -2.00 0.900 -1.800 1.200 -2.160
D3(1000*2100) -1.00 0.750 -0.750 1.200 -0.900
63.024 Sq.m

Roof Top
Parapet wall 1.00 28.460 28.460 0.865 24.617
24.617 Sq.m
Total 1:4 external plaster 94.829 Sq.m

20mm thick cement sand plaster(1:4) on

floor of good finish including racking of
12.4 Sq.m
joints,wetting the surface and curing the
work all complete.

Ground Floor
Stair outside girls toilet
Riser 2.00 1.360 2.720 0.15 0.408
Tread 2.00 1.360 2.720 0.300 0.816
Stair outside boys toilet
Riser 2.00 4.665 9.330 0.15 1.399
Tread 1.00 4.665 4.660 0.300 1.398
Ramp Floor 1.00 3.600 3.600 1.300 4.680
Total 1:4 floor plaster 8.701 Sq.m

3/4X1.5" thick pani patti in cement sand

12.5 Rm
mortar(1:3)
GF cantiliver slab 1.00 31.000 31.000 31.000
Total panipatti work 31.000 Rm

12.6 Cement Skirting Cu.m

Ground Floor
Lobby 1.00 5.865 5.860 5.860
Total cement skirting work 5.860 Rm

13 Woodwork/Aluminium work
13.1 Door Frame
Salwood frame of size 75*100mm Cu.m
Ground Floor
D1(750*2100) 6.00 4.950 29.700 0.075 0.100 0.222
D2(900*2100) 2.00 5.100 10.200 0.075 0.100 0.076
D3(1000*2100) 1.00 5.200 5.200 0.075 0.100 0.039
Total salwood frame 0.337 Cu.m

13.2 Solid core flush door shutter

Shree Manedanda mavi Page 12 of 209 Toilet Block

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

Ground Floor
D1(750*2100) 6.00 0.750 4.500 2.100 9.450
D2(900*2100) 2.00 0.900 1.800 2.100 3.780
D3(1000*2100) 1.00 1.000 1.000 2.100 2.100
Total solid core flush door shutter 15.330 Sq.m

13.3 Casement Window

Ground Floor
V(600*600) 3.00 0.600 1.800 0.600 1.080
W(600*900) 5.00 0.600 3.000 0.900 2.700
Total casement window work 3.780 Sq.m

14 COLOURING /PAINTING WORKS

14.1 INTERIOR DISTEMPER PAINT
Total internal wall paint As per inner plaster work 180.613
Ceiling As ceiling plaster work 49.249
Deduction for outer ceiling -1.00 12.380 -12.380
Total distemper paint 217.482 Sq.m

14.2 WEATHERCOAT PAINT

Total external wall paint As per outer plaster work 94.829
Outer ceiling 1.00 12.380 12.380
Total weather coat paint 107.209 Sq.m

Supplying and Applying 3 coats of chapra

polish after rendering the surface on flush
14.3 Sqm
door shutter work all complete as per
specification and instruction

Ground Floor
D1(750*2100) 6.00 0.750 4.500 2.000 2.100 18.900
D2(900*2100) 2.00 0.900 1.800 2.000 2.100 7.560
D3(1000*2100) 1.00 1.000 1.000 2.000 2.100 4.200
Total chapra polish work 30.660 Sq.m

Two coats of ready made Enamel paints

of approved colour over one coats of
14.4 Sqm
primer painting over properly sanded
wooden surface all complete.

Door Frame
Ground Floor
D1(750*2100) 6.00 4.950 29.700 0.250 7.425
D2(900*2100) 2.00 5.100 10.200 0.250 2.550
D3(1000*2100) 1.00 5.200 5.200 0.250 1.300
Total enamel paint work 11.275 Sq.m

15 WATER PROOFING WORKS

Shree Manedanda mavi Page 13 of 209 Toilet Block

 Ground Floor
On walls
Boys Toilet
Inner toilet 1.00 5.10 5.100 1.20 6.120
Outside boys toilet 1.00 15.830 15.830 1.20 18.996
Girls Toilet
Inner toilet 4.00 5.10 20.400 1.20 24.480
Outside girls toilet 1.00 17.484 17.480 1.20 20.976
Inside disabled toilet 1.00 7.850 7.850 1.20 9.420
Deduction for openings
D1(750*2100) Both
-12.00 0.750 -9.000 1.200 -10.800
sides
D2(900*2100) -2.00 0.900 -1.800 1.200 -2.160
D3(1000*2100) -1.00 0.750 -0.750 1.200 -0.900
On Floor
Girls Toilet 1.00 6.270 6.270 2.425 15.204
Boys Toilet 1.00 4.660 4.660 2.655 12.372
Disabled Toilet 1.00 2.425 2.420 1.500 3.630
Terrace
Roof 1.00 52.270 52.270
Total Water proofing work 149.608 Sq.m
16 PLINTH PROTECTION WORKS
Toilet
Around Toilet 1.00 25.000 25.000 25.000

Total plinth protection work 25.000 Rm

Shree Manedanda mavi Page 14 of 209 Toilet Block

 Detail Measurement Sheet (3-PB-12)
S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
2 EARTH WORKS
2.1 Site Clearance 1 34.05 12.27 417.79
Total of Site Clearance 417.79 sq.m

2.2 Earth Work Excavation

Column Footing
Footing F1 2 2.30 2.30 1.700 17.99
Footing F2 8 2.15 2.15 1.700 62.87
Footing F3 6 2.00 2.00 1.700 40.80
Footing F4 4 1.85 1.85 1.700 23.27
Footing F5 10 1.70 1.70 1.700 49.13
Footing wall
Grid A,B,C,D,E,F,G,H,I,J 10 4.78 0.45 1.30 27.96
=5.67+2.33-0.75-0.825-1 =1.5-0.4+0.05+0.15
Grid 1,2,3 3 15.35 0.45 1.30 26.94
=3.39*8+4.58-1.65-6*1.8-1.95*2
front wall footing 8 4.01 0.80 1.30 33.36

Entrance Porch Front 1 4.45 0.60 0.30 0.80

Entrance Ramp 1 5.62 1.25 0.30 2.11

Total of Earth Work Excavation 285.23 cu.m

2.3 Earth Back Filling

Total Excavation Work 1 285.23 285.23
Filling in room 1 32.05 8.97 0.450 129.37
deduction of
Boulder soling -1 64.76 -64.76
PCC M10 -1 11.05 -11.05
PCC for RCC M15 -1 28.34 -28.34
PCC for RCC M20 -1 61.53 -61.53
Footing wall -1 48.85 -48.85
sand filling -1 23.62 -23.62

Total of Earth Back Filling 176.45 cu.m

2.4 Boulder Soling
Column Footing
Footing F1 2 2.30 2.30 0.150 1.59
Footing F2 8 2.15 2.15 0.150 5.55
Footing F3 6 2.00 2.00 0.150 3.60
Footing F4 4 1.85 1.85 0.150 2.05
Footing F5 10 1.70 1.70 0.150 4.34
Footing wall
Grid A,B,C,D,E,F,G,H,I,J 10 7.33 0.45 0.150 4.95
=5.67+2.33-0.175-0.15-0.35
Grid 1,2 2 28.55 0.45 0.150 3.85
=3.39*8+4.58-0.35-8*0.35
Grid 3 1 29.00 0.45 0.150 1.96
=3.39*8+4.58-0.3-8*0.3

In rooms 8 5.44 3.16 0.15 20.63

1 4.35 5.44 0.15 3.55
8 2.10 3.16 0.15 7.96
1 4.35 2.10 0.15 1.37
8 0.43 3.16 0.15 1.63
1 0.43 4.35 0.15 0.28

Entrance Porch Front 1 4.45 0.60 0.15 0.40

Entrance Ramp 1 5.62 1.25 0.15 1.05

Total of Boulder Soling 64.76 cu.m

2.5 Sand Filling
In rooms 8 5.44 3.16 0.100 13.75

Araniko S.S. Page15of209 3-PB-CR-12

 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
1 4.35 5.44 0.100 2.37
8 2.10 3.16 0.100 5.31
1 4.35 2.10 0.100 0.91
8 0.43 3.16 0.100 1.09
1 0.43 4.35 0.100 0.19

Total of Sand Filling 23.62 cu.m

2.6 500 micron polythene sheet
In rooms 8 5.44 3.16 137.52
1 4.35 5.44 23.66
8 2.10 3.16 53.09
1 4.35 2.10 9.14
8 0.43 3.16 10.87
1 0.43 4.35 1.87

Total of 500 micron polythene sheet 236.15 sq.m

3 CONCRETE WORKS
3.1 P.C.C
3.1.1 P.C.C.(1:3:6) Works
Column Footing
Footing F1 2 2.30 2.30 0.050 0.53
Footing F2 8 2.15 2.15 0.050 1.85
Footing F3 6 2.00 2.00 0.050 1.20
Footing F4 4 1.85 1.85 0.050 0.68
Footing F5 10 1.70 1.70 0.050 1.45
Footing wall
Grid A,B,C,D,E,F,G,H,I,J 10 7.33 0.45 0.050 1.65
=5.67+2.33-0.175-0.15-0.35
Grid 2,3 2 28.55 0.45 0.050 1.28
=3.39*8+4.58-0.35-8*0.35
Grid 1 1 29.00 0.45 0.050 0.65
=3.39*8+4.58-0.3-8*0.3
front wall footing 8 4.01 0.80 0.050 1.28

Entrance Porch Front 1 4.45 0.60 0.050 0.13

Entrance Ramp 1 5.62 1.25 0.050 0.35

Total of P.C.C.(1:3:6) Works 11.05 cu.m

3.1.2 P.C.C M15 Works

In rooms 8 5.44 3.16 0.075 10.31
1 4.35 5.44 0.075 1.77
8 2.10 3.16 0.075 3.98
1 4.35 2.10 0.075 0.69
8 0.43 3.16 0.075 0.82
1 0.43 4.35 0.075 0.14

Entrance Porch Front 1 4.45 0.60 0.075 0.20

Entrance Ramp 1 5.62 1.25 0.075 0.53

Ground Floor
6" lintel
Grid A,C,E,F,H,J 6 5.32 0.23 0.15 1.10
Grid 1 1 28.55 0.23 0.15 0.98
Grid 2 1 24.32 0.23 0.15 0.84
Deduction
Opening -1 2.40 0.23 0.15 -0.08

3" Sill
Grid A,C,E,F,H,J 6 5.32 0.23 0.08 0.59
Grid 1 1 28.55 0.23 0.08 0.53
Grid 2 1 24.32 0.23 0.08 0.45
Deduction
Opening -8 1.20 0.23 0.08 -0.18

Araniko S.S. Page16of209 3-PB-CR-12

 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Parapet 1
High wall 8 1.37 0.23 0.075 0.19
iclined downward 8 0.75 0.23 0.075 0.10
Low wall 8 1.66 0.23 0.075 0.23
First Floor
6" lintel
Grid A,C,E,F,H,J 6 5.32 0.23 0.15 1.10
Grid 1 1 28.55 0.23 0.15 0.98
Grid 2 1 24.32 0.23 0.15 0.84
Deduction
Opening -1 2.40 0.23 0.15 -0.08

3" Sill
Grid A,C,E,F,H,J 6 5.32 0.23 0.075 0.55
Grid 1 1 28.55 0.23 0.075 0.49
Grid 2 1 24.32 0.23 0.075 0.42
Deduction
Opening -8 1.20 0.23 0.075 -0.17
Parapet 1
High wall 8 1.37 0.23 0.075 0.19
iclined downward 8 0.75 0.23 0.075 0.10
Low wall 8 1.66 0.23 0.075 0.23
Second Floor
6" lintel
Grid A,C,E,F,H,J 6 5.32 0.23 0.15 1.10
Grid 1 1 28.55 0.23 0.15 0.98
Grid 2 1 24.32 0.23 0.15 0.84
Deduction
Opening -1 2.40 0.23 0.15 -0.08

3" Sill
Grid A,C,E,F,H,J 6 5.32 0.23 0.075 0.55
Grid 1 1 28.55 0.23 0.075 0.49
Grid 2 1 24.32 0.23 0.075 0.42
Deduction
Opening -8 1.20 0.23 0.075 -0.17
Parapet 1
High wall 8 1.37 0.23 0.075 0.19
iclined downward 8 0.75 0.23 0.075 0.10
Low wall 8 1.66 0.23 0.075 0.23

Total of P.C.C.(1:2:4) Works 32.49 cu.m

3.2 P.C.C For R.C.C. Works
R.C.C Works M20
Upto Plinth
Column Footing
Footing F1 2 2.10 2.10 0.150 1.32
2 4.41 0.56 0.250 1.24
Footing F2 8 1.95 1.95 0.150 4.56
8 3.80 0.56 0.250 4.36
Footing F3 6 1.80 1.80 0.150 2.92
6 3.24 0.56 0.250 2.85
Footing F4 4 1.65 1.65 0.150 1.63
4 2.72 0.56 0.250 1.64
Footing F5 10 1.50 1.50 0.150 3.38
10 2.25 0.49 0.250 3.43
Lower tie beam
Grid A,B,C,D,E,F,G,H,I,J 10 7.33 0.23 0.300 5.06
Grid 2,3 2 28.55 0.23 0.300 3.94
=3.39*8+4.58-0.35-8*0.35
Grid 1 1 29.00 0.23 0.300 2.00
=3.39*8+4.58-0.3-8*0.3
front wall footing 8 4.01 0.23 0.300 2.21
=2.81+0.6*2
Upper tie beam

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Grid A,B,C,D,E,F,G,H,I,J 10 7.33 0.23 0.300 5.06
Grid 2,3 2 28.55 0.23 0.300 3.94
=3.39*8+4.58-0.35-8*0.35
Grid 1 1 29.00 0.23 0.300 2.00
=3.39*8+4.58-0.3-8*0.3
front wall footing 8 4.01 0.23 0.300 2.21
=2.81+0.6*2
Column upto plinth
C1 4 0.35 0.35 1.550 0.76
C2 8 0.35 0.35 1.550 1.52
C3 8 0.35 0.35 1.550 1.52
C4 10 0.30 0.30 1.550 1.40
Column upto first floor
C1 4 0.35 0.35 3.000 1.47
C2 8 0.35 0.35 3.000 2.94
C3 8 0.35 0.35 3.000 2.94
C4 10 0.30 0.30 3.000 2.70
Main Beam at 1st floor
Grid A,B,C,D,E,F,G,H,I,J 10 7.33 0.23 0.275 4.64
Grid 2,3 2 28.55 0.23 0.225 2.95
=3.39*8+4.58-0.35-8*0.35
Grid 1 1 29.00 0.23 0.225 1.50
=3.39*8+4.58-0.3-8*0.3

Secondary Beam at 1st floor

Grid betn 2-3 8 3.09 0.23 0.175 0.99

Slab at 1st floor 1 32.05 8.97 0.125 35.94

Staircase void(deduction) -1 4.70 4.35 0.125 -2.56

Staircase
beam at plinth 1 4.23 0.30 0.30 0.38
Flight 2 3.02 2.05 0.15 1.85
Landing 1 4.81 2.23 0.15 1.61
landing beam 1 4.23 0.23 0.20 0.19
Steps 20 2.05 0.30 0.15 0.92
Column upto Second floor
C1 4 0.35 0.35 3.000 1.47
C2 8 0.35 0.35 3.000 2.94
C3 8 0.35 0.35 3.000 2.94
C4 10 0.30 0.30 3.000 2.70
Main Beam at 2nd floor
Grid A,B,C,D,E,F,G,H,I,J 10 7.33 0.23 0.275 4.64
Grid 2,3 2 28.55 0.23 0.225 2.95
=3.39*8+4.58-0.35-8*0.35
Grid 1 1 29.00 0.23 0.225 1.50
=3.39*8+4.58-0.3-8*0.3

Secondary Beam at 2nd floor

Grid betn 2-3 8 3.09 0.23 0.175 0.99

Slab at 2nd floor 1 32.05 8.97 0.125 35.94

Staircase void(deduction) -1 4.70 4.35 0.125 -2.56

Staircase
beam at plinth 1 4.23 0.30 0.30 0.38
Flight 2 3.02 2.05 0.15 1.85
Landing 1 4.81 2.23 0.15 1.61
landing beam 1 4.23 0.23 0.20 0.19
Steps 20 2.05 0.30 0.15 0.92
Column upto roof
C1 4 0.35 0.35 3.32 1.63
C2 8 0.35 0.35 3.32 3.25
C3 8 0.35 0.35 3.32 3.25
C4 10 0.30 0.30 3.32 2.99

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Main Beam at roof
Grid A,B,C,D,E,F,G,H,I,J 10 7.33 0.30 0.400 8.80
Grid 3 1 28.55 0.23 0.350 2.30
=3.39*8+4.58-0.35-8*0.35
Grid 1 1 29.00 0.23 0.350 2.33
=3.39*8+4.58-0.3-8*0.3

Total of R.C.C Works M20 200.42 cu.m

2.3 Steel Reinforcement
Grade Slab @1% of concrete volume 8,574.56 Kg
Beam @2% of concrete volume 9,420.00 Kg
Column @3% of concrete volume 15,253.34 Kg
33,247.90 Kg
Total of Steel Reinforcement 33.25 Tons
2.4 Formworks
Column Footing
Footing F1 2 8.40 0.150 2.52
Footing F2 8 3.80 0.150 4.56
Footing F3 6 3.24 0.150 2.92
Footing F4 4 2.72 0.150 1.63
Footing F5 10 2.25 0.150 3.38
Lower tie beam
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.300 43.98
Grid 2,3 4 28.55 0.300 34.26
=3.39*8+4.58-0.35-8*0.35
Grid 1 2 29.00 0.300 17.40
=3.39*8+4.58-0.3-8*0.3
front wall footing 16 4.01 0.300 19.25
=2.81+0.6*2
Upper tie beam
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.300 43.98
Grid 2,3 4 28.55 0.300 34.26
=3.39*8+4.58-0.35-8*0.35
Grid 1 2 29.00 0.300 17.40
=3.39*8+4.58-0.3-8*0.3
front wall footing 19 4.01 0.300 22.86
=2.81+0.6*2
Column upto plinth
C1 4 1.40 1.550 8.68
C2 8 1.40 1.550 17.36
C3 8 1.40 1.550 17.36
C4 10 1.20 1.550 18.60
Column upto first floor
C1 4 1.40 3.000 16.80
C2 8 1.40 3.000 33.60
C3 8 1.40 3.000 33.60
C4 10 1.20 3.000 36.00
Main Beam at 1st floor
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.275 40.32
Grid 2,3 4 28.55 0.225 25.70
=3.39*8+4.58-0.35-8*0.35
Grid 1 2 29.00 0.225 13.05
=3.39*8+4.58-0.3-8*0.3

Secondary Beam at 1st floor

Grid betn 2-3 16 3.09 0.175 8.65

Slab at 1st floor 1 32.05 8.97 287.49

Staircase void(deduction) -1 4.70 4.35 -20.45
1 106.14 0.13 13.27
Staircase
beam at plinth 2 4.23 0.30 2.54
Flight 2 3.02 2.05 12.36
Landing 1 4.81 2.23 10.73
landing beam 2 4.23 0.20 1.69

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Steps 4 3.02 0.30 1.81
Column upto 2nd floor
C1 4 1.40 3.000 16.80
C2 8 1.40 3.000 33.60
C3 8 1.40 3.000 33.60
C4 10 1.20 3.000 36.00
Main Beam at 2nd floor
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.275 40.32
Grid 2,3 4 28.55 0.225 25.70
=3.39*8+4.58-0.35-8*0.35
Grid 1 2 29.00 0.225 13.05
=3.39*8+4.58-0.3-8*0.3

Secondary Beam at 2nd floor

Grid betn 2-3 16 3.09 0.175 8.65

Slab at 2nd floor 1 32.05 8.97 287.49

Staircase void(deduction) -1 4.70 4.35 -20.45
1 106.14 0.13 13.27
Staircase
beam at plinth 2 4.23 0.30 2.54
Flight 2 3.02 2.05 12.36
Landing 1 4.81 2.23 10.73
landing beam 2 4.23 0.20 1.69
Steps 4 3.02 0.30 1.81
Column upto roof
C1 4 1.40 3.32 18.59
C2 8 1.40 3.32 37.18
C3 8 1.40 3.32 37.18
C4 10 1.20 3.32 39.84
Main Beam at roof
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.275 40.32
Grid 2,3 4 28.55 0.225 25.70
=3.39*8+4.58-0.35-8*0.35
Grid 1 2 29.00 0.225 13.05
=3.39*8+4.58-0.3-8*0.3
Ground Floor
6" lintel
Grid A,C,E,F,H,J 12 5.32 0.15 9.58
Grid 3 2 28.55 0.15 8.57
Grid 2 2 24.32 0.15 7.30
Deduction
Opening -2 2.40 0.15 -0.72

3" Sill
Grid A,C,E,F,H,J 12 5.32 0.08 5.11
Grid 3 2 28.55 0.08 4.57
Grid 2 2 24.32 0.08 3.89
Deduction
Opening -16 1.20 0.08 -1.54

First Floor
6" lintel
Grid A,C,E,F,H,J 12 5.32 0.15 9.58
Grid 3 2 28.55 0.15 8.57
Grid 2 2 24.32 0.15 7.30
Deduction
Opening -2 2.40 0.15 -0.72

3" Sill
Grid A,C,E,F,H,J 12 5.32 0.08 5.11
Grid 3 2 28.55 0.08 4.57
Grid 2 2 24.32 0.08 3.89
Deduction
Opening -16 1.20 0.08 -1.44

Araniko S.S. Page20of209 3-PB-CR-12

 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Second Floor
6" lintel
Grid A,C,E,F,H,J 12 5.32 0.15 9.58
Grid 3 2 28.55 0.15 8.57
Grid 2 2 24.32 0.15 7.30
Deduction
Opening -2 2.40 0.15 -0.72

3" Sill
Grid A,C,E,F,H,J 12 5.32 0.08 5.11
Grid 3 2 28.55 0.08 4.57
Grid 2 2 24.32 0.08 3.89
Deduction
Opening -16 1.20 0.08 -1.44
Total of Formworks 1,630.20 sq.m
4 BRICK / STONE WORKS
4.2 Brick Masonry Works in 1:6 C/S
Upto plinth
Footing wall
Grid A,B,C,D,E,F,G,H,I,J 10 7.33 0.23 0.95 16.02
=1.5+0.45-0.4-2*0.3
Grid 2,3 2 28.55 0.23 0.95 12.48
Grid 1 1 29.00 0.23 0.95 6.34

front wall footing 8 4.01 0.60 0.30 5.77

8 4.01 0.45 0.30 4.33
8 4.01 0.23 0.45 3.32

Entrance Porch Front

Top Part 1 4.25 0.30 0.15 0.19
Bottom part 1 4.45 0.60 0.15 0.40

Total of Brick Masonry Works in 1:6 C/S 48.85 cu.m

4.3 Full Brick Works in 1:4 C/S

Ground Floor
Grid 3 1 28.55 0.23 2.65 17.40
=3.0-0.35
Grid A,J 2 5.32 0.23 2.65 6.49
Grid 2 1 24.32 0.23 2.65 14.82
Grid C,E,F,H 4 5.32 0.23 2.65 12.97

Deduction

Araniko S.S. Page21of209 3-PB-CR-12

 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Doors -1 0.75 0.23 2.10 -0.36
-8 1.20 0.23 2.10 -4.64
windows -8 2.00 0.23 1.50 -5.52
-1 2.40 0.23 1.40 -0.77

Parapet 1
High wall 8 1.72 0.23 1.20 3.80
inclined downward 8 0.75 0.23 0.95 1.31
Low wall 8 2.04 0.23 0.70 2.63

First Floor
Grid 3 1 28.55 0.23 2.65 17.40
(3-0.35)
Grid A,J 2 5.32 0.23 2.65 6.49
Grid 2 1 24.32 0.23 2.65 14.82
Grid C,E,F,H 4 5.32 0.23 2.65 12.97

Deduction
Doors -8 1.20 0.23 2.10 -4.64
windows -8 2.00 0.23 1.50 -5.52
-1 1.50 0.23 1.00 -0.35

Parapet 1
High wall 8 1.72 0.23 1.20 3.80
inclined downward 8 0.75 0.23 0.95 1.31
Low wall 8 2.04 0.23 0.70 2.63
Parapet 1 5.67 0.23 1.20 1.56
Second Floor
Grid 3 1 28.55 0.23 2.97 19.50
=(3.952+2.692)/2-0.35
Grid A,J 2 5.32 0.23 2.97 7.27
Grid 2 1 24.32 0.23 2.97 16.61
Grid C,E,F,H 4 5.32 0.23 2.97 14.54

Deduction
Doors -8 1.20 0.23 2.10 -4.64
windows -8 1.50 0.23 2.00 -5.52
-1 1.50 0.23 1.00 -0.35

Parapet 1
High wall 8 1.72 0.23 1.20 3.80
inclined downward 8 0.75 0.23 0.95 1.31
Low wall 8 2.04 0.23 0.70 2.63

Total of Full Brick Works in 1:4 C/S 153.75 cu.m

5 DOORS & WINDOWS
5.1 Wooden Frame
5.1.1 Doors Frame
Doors 24 5.40 0.075 0.100 0.97

Total of Doors Frame 0.97 cu.m

5.2 Door & Windows Shutter
5.2.1 Door shutter
Doors 24 1.20 2.100 60.48

Total of Door shutter 60.48 sq.m

5.2.2 Windows shutter

Total of Windows shutter 0.00 sq.m

5.3 Aluminium Door & Windows
5.3.1 Doors
Doors 1 0.75 2.100 1.58

Total of Aluminium Door 1.58 sq.m

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
5.3.2 Windows

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
windows 24 2.00 1.500 72.00
2 2.40 2.470 11.86
1 2.40 1.400 3.36

Total of Aluminium windows 87.22 sq.m

6 FLOORING WORKS
6.10 Cement Concrete Flooring (40mm)
Ground Floor
In room 4 7.4 5.50 162.80
In staircase portion 1 5.67 4.35 24.66
In Passage 1 37.582 2.00 75.16
9 3.732 0.72 24.18
Entrance Porch Front 1 4.45 0.60 2.67
Entrance Ramp 1 5.62 1.25 7.03
First Floor
In room 4 7.4 5.50 162.80
In staircase portion 1 5.67 4.35 24.66
In Passage 1 37.582 2.00 75.16
9 3.732 0.72 24.18
Second Floor
In room 4 7.4 5.50 162.80
In staircase portion 1 5.67 4.35 24.66
In Passage 1 37.582 2.00 75.16
9 3.732 0.72 24.18

Total of Cement Concrete Flooring (40mm) 870.09 sq.m

6.20 Cement Punning
Ground Floor
In room 4 7.4 5.50 162.80
In staircase portion 1 5.67 4.35 24.66
In Passage 1 37.582 2.00 75.16
9 3.732 0.72 24.18
Entrance Porch Front 1 4.45 0.60 2.67
Entrance Ramp 1 5.62 1.25 7.03
First Floor
In room 4 7.4 5.50 162.80
In staircase portion 1 5.67 4.35 24.66
In Passage 1 37.582 2.00 75.16
9 3.732 0.72 24.18
Second Floor
In room 4 7.4 5.50 162.80
In staircase portion 1 5.67 4.35 24.66
In Passage 1 37.582 2.00 75.16
9 3.732 0.72 24.18

Total of Cement Punning 870.09 sq.m

6.30 Neat Cement Skirting
Ground Floor
In room 8 7.4 59.20
8 5.50 44.00
In staircase portion 2 5.67 11.34
2 4.35 8.70

In Passage 2 37.582 75.16

2 2.00 4.00
18 3.732 67.18
18 0.72 12.96
First Floor
In room 8 7.4 59.20
8 5.50 44.00
In staircase portion 2 5.67 11.34
2 4.35 8.70
In Passage 2 37.582 75.16
2 2.00 4.00
18 3.732 67.18

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
18 0.72 12.96
Second Floor
In room 8 7.4 59.20
8 5.50 44.00
In staircase portion 2 5.67 11.34
2 4.35 8.70
In Passage 2 37.582 75.16
2 2.00 4.00
18 3.732 67.18
18 0.72 12.96

Total of Neat Cement Skirting 847.62 Rm

7 ROOFING/TERRACING WORKS
7.1 Metal Works
Total
Description Nos length Kg/m Total
Length

40 mm dia purlin 135 3.390 457.65 3.68 1,684.15

=8*15

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
40 mm dia purlin 135 4.580 618.30 3.68 2,275.34
=1*15
65 mm dia T1 20 5.350 107.00 6.66 712.62
=10*2
40 mm dia T2 20 1.042 20.84 3.68 76.69
=10*2
20 1.285 25.70 3.68 94.58
20 1.560 31.20 3.68 114.82
20 1.925 38.50 3.68 141.68
50 mm dia T3 10 8.370 83.70 5.20 435.24
20 0.335 6.70 5.20 34.84
=10*2
20 0.670 13.40 5.20 69.68
20 1.000 20.00 5.20 104.00
20 1.340 26.80 5.20 139.36
20 1.750 35.00 5.20 182.00
5% extra for consumable
6065.00 303.25
material

Total of Metal Works 6,368.25 k.g

7.2 CGI Sheet Roofing

24 Gauge colour CGI Sheet
Slope Area 2 33.55 5.29 354.96
Front and Back Slope 4 2.60 2.06 21.42
2 2.75 3.54 19.47

Total For CGI Sheet Roofing Total of CGI Sheet Roofing 395.85 sq.m

7.3 CGI Ridge

Ridge Cover 1 33.55 33.55
2 2.00 4.00
1 2.00 2.00
Total of CGI Ridge 39.55 r.m

7.4 Eaves Board

Eaves Board 2 33.55 67.10
4 2.00 8.00
2 2.00 4.00
Total of Eaves Board 79.10 r.m

8 PLASTER/PAINTING WORKS
8.1 Internal Plaster
8.1.1 Internal Plaster on Wall
Ground Floor
Teachers room 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Nepali Medium class 1 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Staircase 2 5.74 2.88 33.06
1 4.35 2.88 12.53
ECD1 2 6.55 2.88 37.73
2 5.50 2.88 31.68
ECD2 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Deduction For
Doors -8 1.2 2.10 -10.08 50%
-1 0.75 2.10 -0.79
Windows -8 2 1.50 -12.00
-1 2.4 1.40 -1.68
First Floor
English Medium Class 2 2 6.55 2.88 37.73
2 5.50 2.88 31.68
English Medium Class 1 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Staircase 2 5.74 2.88 33.06

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
1 4.35 2.88 12.53
Nepali Medium class 2 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Nepali Medium class 3 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Deduction For
Doors -8 1.2 2.10 -10.08 50%
Windows -8 2 1.50 -12.00
-1 2.40 1.40 -1.68
Second Floor
English Medium Class 4 2 6.55 2.88 37.73
2 5.32 2.88 30.64
English Medium Class 3 2 6.55 2.88 37.73
2 5.32 2.88 30.64
Staircase 2 5.74 2.88 33.06
1 4.35 2.88 12.53
Nepali Medium class 4 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Nepali Medium class 5 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Deduction For
Doors -8 1.2 2.10 -10.08 50%
Windows -8 2 1.50 -12.00
-1 2.40 1.40 -1.68

Total of Internal Plaster on Wall 895.54 sq.m

8.1.2 Internal Plaster on Ceiling

Main Beam at 1st floor
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.275 40.32
Grid 2,3 4 28.55 0.225 25.70
Grid 1 2 29.00 0.225 13.05

Secondary Beam at 1st floor

Grid betn 2-3 16 3.09 0.175 8.65

Slab at 1st floor 1 32.05 8.97 287.49

Staircase void(deduction) -1 4.70 4.35 -20.45
1 106.14 0.13 13.27
Staircase
beam at plinth 2 4.23 0.30 2.54
Flight 2 3.02 2.05 12.36
Landing 1 4.81 2.23 10.73
landing beam 2 4.23 0.20 1.69
Steps 4 3.02 0.30 1.81
Main Beam at 2nd floor
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.275 40.32
Grid 2,3 4 28.55 0.225 25.70
Grid 1 2 29.00 0.225 13.05

Secondary Beam at 2nd floor

Grid betn 2-3 16 3.09 0.175 8.65

Slab at 2nd floor 1 32.05 8.97 287.49

Staircase void(deduction) -1 4.70 4.35 -20.45
1 106.14 0.13 13.27
Staircase
beam at plinth 2 4.23 0.30 2.54
Flight 2 3.02 2.05 12.36
Landing 1 4.81 2.23 10.73
landing beam 2 4.23 0.20 1.69
Steps 4 3.02 0.30 1.81
Main Beam at 1st floor
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.275 40.32
Grid 2,3 4 28.55 0.225 25.70

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Grid 1 2 29.00 0.225 13.05

Total of Internal Plaster on Ceiling (1:4) 873.39 sq.m

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 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT

8.3 Distemper Paint

On Wall
Ground Floor
Teachers room 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Nepali Medium class 1 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Staircase 2 5.74 2.88 33.06
1 4.35 2.88 12.53
ECD1 2 6.55 2.88 37.73
2 5.50 2.88 31.68
ECD2 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Deduction For
Doors -8 1.2 2.10 -10.08
-1 0.75 2.10 -0.79
Windows -8 2 1.50 -12.00
-1 2.4 1.40 -1.68
First Floor
English Medium Class 2 2 6.55 2.88 37.73
2 5.50 2.88 31.68
English Medium Class 1 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Staircase 2 5.74 2.88 33.06
1 4.35 2.88 12.53
Nepali Medium class 2 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Nepali Medium class 3 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Deduction For
Doors -8 1.2 2.10 -10.08
Windows -8 2 1.50 -12.00
-1 2.40 1.40 -1.68
Second Floor
English Medium Class 4 2 6.55 2.88 37.73
2 5.32 2.88 30.64
English Medium Class 3 2 6.55 2.88 37.73
2 5.32 2.88 30.64
Staircase 2 5.74 2.88 33.06
1 4.35 2.88 12.53
Nepali Medium class 4 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Nepali Medium class 5 2 6.55 2.88 37.73
2 5.50 2.88 31.68
Deduction For
Doors -8 1.2 2.10 -10.08
Windows -8 2 1.50 -12.00
-1 2.40 1.40 -1.68

On Ceiling
Main Beam at 1st floor
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.275 40.32
Grid 2,3 4 28.55 0.225 25.70
Grid 1 2 29.00 0.225 13.05

Secondary Beam at 1st floor

Grid betn 2-3 16 3.09 0.175 8.65

Slab at 1st floor 1 32.05 8.97 287.49

Staircase void(deduction) -1 4.70 4.35 -20.45
1 106.14 0.13 13.27
Staircase
beam at plinth 2 4.23 0.30 2.54
Flight 2 3.02 2.05 12.36

Araniko S.S. Page29of209 3-PB-CR-12

 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Landing 1 4.81 2.23 10.73
landing beam 2 4.23 0.20 1.69
Steps 4 3.02 0.30 1.81
Main Beam at 2nd floor
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.275 40.32
Grid 2,3 4 28.55 0.225 25.70
Grid 1 2 29.00 0.225 13.05

Secondary Beam at 2nd floor

Grid betn 2-3 16 3.09 0.175 8.65

Slab at 2nd floor 1 32.05 8.97 287.49

Staircase void(deduction) -1 4.70 4.35 -20.45
1 106.14 0.13 13.27
Staircase
beam at plinth 2 4.23 0.30 2.54
Flight 2 3.02 2.05 12.36
Landing 1 4.81 2.23 10.73
landing beam 2 4.23 0.20 1.69
Steps 4 3.02 0.30 1.81
Main Beam at 1st floor
Grid A,B,C,D,E,F,G,H,I,J 20 7.33 0.275 40.32
Grid 2,3 4 28.55 0.225 25.70
Grid 1 2 29.00 0.225 13.05

Total of Distemper Paint 1,768.93 sq.m

8.5 Clear silicon water repelant coating

On Pointing Works
Ground Floor
Grid A,J 2 5.32 2.58 27.45
Grid 2,3 2 28.55 2.58 147.32
Parapet 12 4.48 1.13 60.48
(3.04+0.72*2)
Deduction For
Windows -8 2.000 1.50 -24.00
-1 2.400 1.10 -2.64
Doors -8 1.200 2.10 -20.16
First Floor
Grid A,J 2 5.320 2.58 27.45
Grid 2,3 2 28.55 2.58 147.32
Parapet 16 4.48 1.13 80.64
1 4.230 1.40 5.92
Deduction For
Windows -8 2.000 1.50 -24.00
-1 1.000 1.50 -1.50
Doors -8 1.200 2.10 -20.16

Second Floor
Grid A,J 2 5.320 2.58 27.45
Grid 2,3 2 28.55 2.58 147.32
Parapet 16 4.48 1.13 80.64
1 4.230 1.40 5.92
Deduction For
Windows -8 2.000 1.50 -24.00
-1 1.000 1.50 -1.50
Doors -8 1.200 2.10 -20.16

Total of silicon coating works 619.79 sq.m

8.6 Enamel Paint

Doors 48 1.20 2.100 120.96

Araniko S.S. Page30of209 3-PB-CR-12

 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
Total of Enamel Paint 120.96 sq.m
9 MISCELLANEOUS
9.1 Pointing Works
9.1.1 Pointing Works on Brick Masonry
Ground Floor
Grid A,J 2 5.32 2.58 27.45
Grid 2,3 2 28.55 2.58 147.32
Parapet 12 4.48 1.13 60.48
(3.04+0.72*2)
Deduction For
Windows -8 2.000 1.50 -24.00
-1 2.400 1.10 -2.64
Doors -8 1.200 2.10 -20.16
First Floor
Grid A,J 2 5.320 2.58 27.45
Grid 2,3 2 28.55 2.58 147.32
Parapet 16 4.48 1.13 80.64
1 4.230 1.40 5.92
Deduction For
Windows -8 2.000 1.50 -24.00
-1 1.000 1.50 -1.50
Doors -8 1.200 2.10 -20.16

Second Floor
Grid A,J 2 5.320 2.58 27.45
Grid 2,3 2 28.55 2.58 147.32
Parapet 16 4.48 1.13 80.64
1 4.230 1.40 5.92
Deduction For
Windows -8 2.000 1.50 -24.00
-1 1.000 1.50 -1.50
Doors -8 1.200 2.10 -20.16

Total of pointing works 619.79 sq.m

9.2 False Ceiling
In room 4 6.5 5.50 143.00
In staircase portion 1 5.67 4.35 24.66
In Passage 1 37.582 2.80 105.23

Total of False Ceiling 272.89 sq.m

9.3 Railling
Staircase
Horizontal Railing 1 17.05 17.05
Verandah
Horizontal Railing 24 2.80 67.20
Ramp
Horizontal Railing 1 7.50 7.50

Total of Railing 91.75 r.m

9.4 Metal Grill
9.4.1 Windows
windows 8 2.00 1.500 24.00
1 2.40 1.400 3.36

Total of grill works 27.36 sq.m

9.6 Plinth Protection Works
1 99.00 99.00

Total of Plinth Protection Works 99.00 r.m

9.7 Cladding Works
Ground Floor
Column Face 10 1.40 2.875 40.25
6 0.82 2.875 14.15

Araniko S.S. Page31of209 3-PB-CR-12

 S.N. DESCRIPTION NO. LENGTH BREADTH HEIGHT TOTAL UNIT
14 0.47 2.875 18.92
Beam Face
Grid 1 1 28.95 0.225 6.51
=0.35-0.125
Grid 2,3 2 28.55 0.225 12.85
Grid A,J 2 7.32 0.225 3.29
First Floor
Column Face 10 1.40 2.875 40.25
6 0.82 2.875 14.15
14 0.47 2.875 18.92
Beam Face
Grid 1 1 28.95 0.225 6.51
Grid 2,3 2 28.55 0.225 12.85
Grid A,J 2 7.32 0.225 3.29
Second Floor
Column Face 10 1.40 2.875 40.25
6 0.82 2.875 14.15
14 0.47 2.875 18.92
Beam Face
Grid 1 1 28.95 0.225 6.51
Grid 2,3 2 28.55 0.225 12.85
Grid A,J 2 7.32 0.225 3.29

Total of Cladding Works 287.91 sq.m

Araniko S.S. Page32of209 3-PB-CR-12

 DETAIL ESTIMATE
Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
A CIVIL WORKS
1 Site Clearance and Layout
For building 1.00 25.350 25.350 11.475 290.891
Total Site Clearance Work 290.891 Sq.m
2 Earthwork in Excavation
Foundation for footing of column
F1 2.00 1.900 3.800 1.900 1.500 10.830
F2 2.00 2.000 4.000 2.000 1.500 12.000
F3 1.00 2.100 2.100 2.100 1.500 6.615
F4 2.00 2.700 5.400 2.700 1.500 21.870
F5 2.00 2.900 5.800 2.900 1.500 25.230
F6 2.00 3.000 6.000 3.000 1.500 27.000
F7 1.00 3.300 3.300 3.300 1.500 16.335
F8 1.00 3.400 3.400 3.400 1.500 17.340
F9 1.00 3.600 3.600 3.600 1.500 19.440
F10 1.00 3.700 3.700 3.700 1.500 20.535
For Foundation Beam
Along Grid A-A 1.00 3.700 3.700 0.600 0.900 1.998
Along Grid B-B
1.00 2.700 2.700 0.500 0.900 1.215
Along Grid C-C
1.00 3.050 3.050 0.600 0.900 1.647
Along Grid D-D
1.00 2.900 2.900 0.500 0.900 1.305
Along Grid E-E
1.00 3.600 3.600 0.600 0.900 1.944
Along Grid 1-1
1.00 11.400 11.400 0.600 0.900 6.156
Along Grid 2-2 1.00 9.650 9.650 0.500 0.900 4.342
Along Grid 3-3 1.00 15.900 15.900 0.600 0.900 8.586
Entry porch staircase(East-South direction) 1.00 19.550 19.550 0.60 0.225 2.639
Entry porch staircase (West direction) 1.00 1.550 1.550 0.600 0.225 0.209
Ramp support wall 1.00 9.400 9.400 0.450 0.600 2.538
Total earthwork in excavation 209.774 Cu.m

3 Earthback Filling
Filling Upto Ground Level
For Footing of column
F1 2.00 1.900 3.800 1.900 1.200 8.664
F2 2.00 2.000 4.000 2.000 1.200 9.600
F3 1.00 2.100 2.100 2.100 1.200 5.292
F4 2.00 2.700 5.400 2.700 1.200 17.496
F5 2.00 2.900 5.800 2.900 1.200 20.184
F6 2.00 3.000 6.000 3.000 1.200 21.600
F7 1.00 3.300 3.300 3.300 1.200 13.068
F8 1.00 3.400 3.400 3.400 1.200 13.872
F9 1.00 3.600 3.600 3.600 1.200 15.552
F10 1.00 3.700 3.700 3.700 1.200 16.428
For Foundation Beam
Along Grid A-A 1.00 3.700 3.700 0.600 0.900 1.998

Shree Manedanda mavi Page 33 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid B-B
1.00 2.700 2.700 0.500 0.900 1.215
Along Grid C-C
1.00 3.050 3.050 0.600 0.900 1.647
Along Grid D-D
1.00 2.900 2.900 0.500 0.900 1.305
Along Grid E-E
1.00 3.600 3.600 0.600 0.900 1.944
Along Grid 1-1
1.00 11.400 11.400 0.600 0.900 6.156
Along Grid 2-2 1.00 9.650 9.650 0.500 0.900 4.342
Along Grid 3-3 1.00 15.900 15.900 0.600 0.900 8.586
Filling in floor
Room between Grid A-A and B-B 1.00 7.900 7.900 5.700 0.175 7.880
Room between Grid B-B and C-C 1.00 7.900 7.900 5.700 0.175 7.880
Room between Grid C-C and D-D 1.00 7.900 7.900 5.700 0.175 7.880
Room between Grid D-Dnd E-E 1.00 7.900 7.900 5.700 0.175 7.880
Ramp 1.00 6.500 6.500 1.325 0.225 1.937
Deduction for RCC part in footing
Rectangular Section
F1 -2.00 1.700 -3.400 1.700 0.200 -1.156
F2 -2.00 1.800 -3.600 1.800 0.200 -1.296
F3 -1.00 1.900 -1.900 1.700 0.200 -0.646
F4 -2.00 2.500 -5.000 2.500 0.200 -2.500
F5 -2.00 2.700 -5.400 2.700 0.200 -2.916
F6 -2.00 2.800 -5.600 2.800 0.200 -3.136
F7 -1.00 3.100 -3.100 3.100 0.200 -1.922
F8 -1.00 3.200 -3.200 3.200 0.200 -2.048
F9 -1.00 3.400 -3.400 3.400 0.200 -2.312
F10 -1.00 3.500 -3.500 3.500 0.200 -2.450
Trapazoidal Section
V= h/6(A1+A2+4*mean Area)
F1 -2.00 1.700 -3.400 0.850 0.250 -0.902
F2 -2.00 1.800 -3.600 0.850 0.250 -0.990
F3 -1.00 1.900 -1.900 0.850 0.250 -0.541
F4 -2.00 2.500 -5.000 0.850 0.250 -1.742
F5 -2.00 2.700 -5.400 0.850 0.250 -2.002 V=h/
6(A1+A2+4
F6 -2.00 2.800 -5.600 0.850 0.250 -2.140 *mean Area)
F7 -1.00 3.100 -3.100 0.850 0.250 -1.291
F8 -1.00 3.200 -3.200 0.850 0.250 -1.370
F9 -1.00 3.400 -3.400 0.850 0.250 -1.535
F10 -1.00 3.500 -3.500 0.850 0.250 -1.621
Deduction for soling portion
Along Grid A-A -1.00 5.550 -5.550 0.350 0.100 -0.194
Along Grid B-B
-1.00 5.550 -5.550 0.350 0.100 -0.194
Along Grid C-C -1.00 5.550 -5.550 0.350 0.100 -0.194
Along Grid D-D -1.00 5.550 -5.550 0.350 0.100 -0.194
Along Grid E-E -1.00 5.550 -5.550 0.350 0.100 -0.194
Along Grid 1-1
-1.00 19.100 -19.100 0.350 0.100 -0.668
Along Grid 2-2 -1.00 19.100 -19.100 0.350 0.100 -0.668
Along Grid 3-3 -1.00 19.100 -19.100 0.350 0.100 -0.668
Deduction for PCC portion

Shree Manedanda mavi Page 34 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid A-A -1.00 5.550 -5.550 0.350 0.050 -0.097
Along Grid B-B
-1.00 5.550 -5.550 0.350 0.050 -0.097
Along Grid C-C -1.00 5.550 -5.550 0.350 0.050 -0.097
Along Grid D-D -1.00 5.550 -5.550 0.350 0.050 -0.097
Along Grid E-E -1.00 5.550 -5.550 0.350 0.050 -0.097
Along Grid 1-1
-1.00 19.100 -19.100 0.350 0.050 -0.334
Along Grid 2-2 -1.00 19.100 -19.100 0.350 0.050 -0.334
Along Grid 3-3 -1.00 19.100 -19.100 0.350 0.050 -0.334
Deduction for foundation beam and
toe wall
Along Grid A-A -1.00 7.600 -7.600 0.230 0.750 -1.311
Along Grid B-B
-1.00 7.600 -7.600 0.230 0.750 -1.311
Along Grid C-C -1.00 7.600 -7.600 0.230 0.750 -1.311
Along Grid D-D -1.00 7.600 -7.600 0.230 0.750 -1.311
Along Grid E-E -1.00 7.600 -7.600 0.230 0.750 -1.311
Along Grid 1-1
-1.00 20.700 -20.700 0.230 0.750 -3.570
Along Grid 2-2 -1.00 20.700 -20.700 0.230 0.750 -3.570
Along Grid 3-3 -1.00 20.700 -20.700 0.230 0.750 -3.570
Deduction For Column upto GL
Column (450*450) -15.00 0.450 -6.750 0.450 0.750 -2.278
Total Filling Work 143.886 Cu.m

4 Boulder Soling
For Footing of column
F1 2.00 1.900 3.800 1.900 0.200 1.444
F2 2.00 2.000 4.000 2.000 0.200 1.600
F3 1.00 2.100 2.100 2.100 0.200 0.882
F4 2.00 2.700 5.400 2.700 0.200 2.916
F5 2.00 2.900 5.800 2.900 0.200 3.364
F6 2.00 3.000 6.000 3.000 0.200 3.600
F7 1.00 3.300 3.300 3.300 0.200 2.178
F8 1.00 3.400 3.400 3.400 0.200 2.312
F9 1.00 3.600 3.600 3.600 0.200 2.592
F10 1.00 3.700 3.700 3.700 0.200 2.738
For Foundation Beam
Along Grid A-A 1.00 5.550 5.550 0.350 0.100 0.194
Along Grid B-B
1.00 5.550 5.550 0.350 0.100 0.194
Along Grid C-C 1.00 5.550 5.550 0.350 0.100 0.194
Along Grid D-D 1.00 5.550 5.550 0.350 0.100 0.194
Along Grid E-E 1.00 5.550 5.550 0.350 0.100 0.194
Along Grid 1-1
1.00 19.100 19.100 0.350 0.100 0.668
Along Grid 2-2 1.00 19.100 19.100 0.350 0.100 0.668
Along Grid 3-3 1.00 19.100 19.100 0.350 0.100 0.668
Floors
Room between Grid A-A and B-B 1.00 7.900 7.900 5.700 0.150 6.754
Room between Grid B-B and C-C 1.00 7.900 7.900 5.700 0.150 6.754
Room between Grid C-C and D-D 1.00 7.900 7.900 5.700 0.150 6.754

Shree Manedanda mavi Page 35 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Room between Grid D-Dnd E-E 1.00 7.900 7.900 5.700 0.150 6.754
Ramp 1.00 6.500 6.500 1.325 0.150 1.291
Foundation
Entry porch staircase(East-South direction) 1.00 19.550 19.550 0.60 0.150 1.759
Entry porch staircase (West direction) 1.00 1.550 1.550 0.600 0.150 0.139
Ramp support wall 1.00 9.400 9.400 0.450 0.150 0.634
Total stone soling work 57.439 Cu.m

5 Sand Filling
Floors
Classroom 1 1.00 5.750 5.750 5.750 0.050 1.653
Classroom 2 1.00 5.750 5.750 5.750 0.050 1.653
Classroom 3 1.00 5.750 5.750 5.750 0.050 1.653
Staircase portion 1.00 6.500 6.500 4.200 0.050 1.365
Corridor 1.00 22.950 22.950 2.500 0.050 2.868
Ramp 1.00 6.500 6.500 1.325 0.050 0.430
Total Sand Filling Work 9.622 Cu.m

6 500 MICRON POLYTHENE SHEET

Ground Floor
Classroom 1 1.00 5.750 5.750 5.750 33.062
Classroom 2 1.00 5.750 5.750 5.750 33.062
Classroom 3 1.00 5.750 5.750 5.750 33.062
Staircase portion 1.00 6.500 6.500 4.200 27.300
Corridor 1.00 22.950 22.950 2.500 57.375
Ramp 1.00 6.500 6.500 1.325 8.612
Total micron polythene sheet work 192.473 Sq.m

7 Brickwork
Brick Masonry Works in 1:6 C/S
7.1 Cu.m
mortar
Upto Plinth Level
Toe wall between lower and upper tie
beam
Along Grid A-A 1.00 7.600 7.600 0.230 0.375 0.655
Along Grid B-B
1.00 7.600 7.600 0.230 0.375 0.655
Along Grid C-C 1.00 7.600 7.600 0.230 0.375 0.655
Along Grid D-D 1.00 7.600 7.600 0.230 0.375 0.655
Along Grid E-E 1.00 7.600 7.600 0.230 0.375 0.655
Along Grid 1-1
1.00 20.700 20.700 0.230 0.375 1.785
Along Grid 2-2 1.00 20.700 20.700 0.230 0.375 1.785
Along Grid 3-3 1.00 20.700 20.700 0.230 0.375 1.785
Entry porch staircase(East-South direction)
Step I 1.00 19.550 19.550 0.60 0.250 2.932
Step II 1.00 18.950 18.950 0.30 0.150 0.852
Entry porch staircase (West direction)
Step I 1.00 2.500 2.500 0.600 0.250 0.375
Step II 1.00 2.500 2.500 2.600 0.150 0.975

Shree Manedanda mavi Page 36 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height

Ramp support wall

Step I 1.00 6.750 6.750 0.350 0.230 0.543
Step II 1.00 6.750 6.750 0.230 0.225 0.349
Total 1:6 B/W upto plinth level 14.656 Cu.m

Brick Masonry Works in 1:4 C/S

7.2 Cu.m
mortar
Ground Floor
Along Grid A-A 1.00 5.550 5.550 0.230 2.475 3.159
Along Grid B-B
1.00 5.550 5.550 0.230 2.475 3.159
Along Grid C-C 1.00 5.550 5.550 0.230 2.475 3.159
Along Grid D-D 1.00 5.550 5.550 0.230 2.475 3.159
Along Grid E-E 1.00 5.550 5.550 0.230 2.475 3.159
Along Grid 1-1 1.00 21.150 21.150 0.230 2.475 12.039
Along Grid 2-2 1.00 16.650 16.650 0.230 2.475 9.478
Wall on side of door 5.00 0.485 2.425 0.230 0.250 0.139
Deduction for openings
W1(1100*1450) -12.00 1.100 -13.200 0.230 1.450 -4.402
W3(1100*370) -2.00 1.100 -2.200 0.230 0.370 -0.187
D1(1100*2100) -6.00 1.100 -6.600 0.230 2.100 -3.187
29.675 Cu.m
First Floor
Along Grid A-A 1.00 5.550 5.550 0.230 2.475 3.159
Along Grid B-B
1.00 5.550 5.550 0.230 2.475 3.159
Along Grid C-C 1.00 5.550 5.550 0.230 2.475 3.159
Along Grid D-D 1.00 5.550 5.550 0.230 2.475 3.159
Along Grid E-E 1.00 5.550 5.550 0.230 2.475 3.159
Along Grid 1-1 1.00 21.150 21.150 0.230 2.475 12.039
Along Grid 2-2 1.00 16.650 16.650 0.230 2.475 9.478
Wall on side of door 3.00 0.485 1.455 0.230 0.250 0.083
Deduction for openings
W1(1100*1450) -12.00 1.100 -13.200 0.230 1.450 -4.402
W2(1100*1000) -2.00 1.100 -2.200 0.230 1.000 -0.506
D1(1100*2200) -6.00 1.100 -6.600 0.230 2.200 -3.339
29.148 Cu.m
Second Floor
Along Grid A-A 1.00 5.550 5.550 0.230 2.600 3.318
Along Grid B-B
1.00 5.550 5.550 0.230 2.600 3.318
Along Grid C-C 1.00 5.550 5.550 0.230 2.600 3.318
Along Grid D-D 1.00 5.550 5.550 0.230 2.600 3.318
Along Grid E-E 1.00 5.550 5.550 0.230 2.600 3.318
Along Grid 1-1 1.00 21.150 21.150 0.230 2.600 12.647
Along Grid 2-2 1.00 16.650 16.650 0.230 2.600 9.956
Wall on side of door 3.00 0.485 1.455 0.230 0.250 0.083
Deduction for openings
W1(1100*1450) -12.00 1.100 -13.200 0.230 1.450 -4.402
W2(1100*1000) -2.00 1.100 -2.200 0.230 1.000 -0.506
D1(1100*2200) -6.00 1.100 -6.600 0.230 2.200 -3.339

Shree Manedanda mavi Page 37 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
31.029 Cu.m
Total 1:4 B/W above plinth level 89.852 Cu.m

7.3 Half Brick Works (1:4c/s) mortar Sq.m

Ground Floor
Wall at side of steps at entry porch 3.00 1.725 5.175 0.500 2.587
Below staircase 1.00 2.725 2.725 1.660 4.523
1.00 2.000 2.000 0.400 0.800
D2(1000*1550) -1.00 1.000 -1.000 1.550 -1.550
6.360 Sq.m
Total 1:4 B/W half brick work 6.360 Sq.m

8 PCC and RCC Work

8.1 M10 (1:3:6)
Foundation
For Footing of column
F1 2.00 1.900 3.800 1.900 0.100 0.722
F2 2.00 2.000 4.000 2.000 0.100 0.800
F3 1.00 2.100 2.100 2.100 0.100 0.441
F4 2.00 2.700 5.400 2.700 0.100 1.458
F5 2.00 2.900 5.800 2.900 0.100 1.682
F6 2.00 3.000 6.000 3.000 0.100 1.800
F7 1.00 3.300 3.300 3.300 0.100 1.089
F8 1.00 3.400 3.400 3.400 0.100 1.156
F9 1.00 3.600 3.600 3.600 0.100 1.296
F10 1.00 3.700 3.700 3.700 0.100 1.369
For Foundation Beam
Along Grid A-A 1.00 5.550 5.550 0.350 0.050 0.097
Along Grid B-B
1.00 5.550 5.550 0.350 0.050 0.097
Along Grid C-C 1.00 5.550 5.550 0.350 0.050 0.097
Along Grid D-D 1.00 5.550 5.550 0.350 0.050 0.097
Along Grid E-E 1.00 5.550 5.550 0.350 0.050 0.097
Along Grid 1-1
1.00 19.100 19.100 0.350 0.050 0.334
Along Grid 2-2 1.00 19.100 19.100 0.350 0.050 0.334
Along Grid 3-3 1.00 19.100 19.100 0.350 0.050 0.334
Entry porch staircase(East-South direction) 1.00 19.550 19.550 0.60 0.075 0.879
Entry porch staircase (West direction) 1.00 1.550 1.550 0.600 0.075 0.069
Ramp support wall 1.00 9.850 9.850 0.450 0.075 0.332
Total M10 (1:3:6) PCC 14.580 Cu.m

8.2 M15 (1:2:4)

Floors
Room between Grid A-A and B-B 1.00 7.900 7.900 5.700 0.075 3.377
Room between Grid B-B and C-C 1.00 7.900 7.900 5.700 0.075 3.377
Room between Grid C-C and D-D 1.00 7.900 7.900 5.700 0.075 3.377
Room between Grid D-Dnd E-E 1.00 7.900 7.900 5.700 0.075 3.377
Ramp 1.00 6.500 6.500 1.325 0.075 0.645

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Total M15 (1:2:4) PCC 14.153 Cu.m

8.3 M20 (1:1.5:3)

For Column footing
Rectangular Section
F1 2.00 1.700 3.400 1.700 0.200 1.156
F2 2.00 1.800 3.600 1.800 0.200 1.296
F3 1.00 1.900 1.900 1.700 0.200 0.646
F4 2.00 2.500 5.000 2.500 0.200 2.500
F5 2.00 2.700 5.400 2.700 0.200 2.916
F6 2.00 2.800 5.600 2.800 0.200 3.136
F7 1.00 3.100 3.100 3.100 0.200 1.922
F8 1.00 3.200 3.200 3.200 0.200 2.048
F9 1.00 3.400 3.400 3.400 0.200 2.312
F10 1.00 3.500 3.500 3.500 0.200 2.450

Trapazoidal
Section V=
h/6(A1+A2+4*mean Area)
F1 2.00 1.700 3.400 0.850 0.250 0.902
F2 2.00 1.800 3.600 0.850 0.250 0.990
F3 1.00 1.900 1.900 0.850 0.250 0.541
F4 2.00 2.500 5.000 0.850 0.250 1.742
F5 2.00 2.700 5.400 0.850 0.250 2.002 V=h/
6(A1+A2+4
F6 2.00 2.800 5.600 0.850 0.250 2.140 *mean Area)
F7 1.00 3.100 3.100 0.850 0.250 1.291
F8 1.00 3.200 3.200 0.850 0.250 1.370
F9 1.00 3.400 3.400 0.850 0.250 1.535
F10 1.00 3.500 3.500 0.850 0.250 1.621
Total RCC for footing 34.516 Cu.m
Column
For Column upto Top Tie Beam
Column (450*450) 15.00 0.450 6.750 0.450 0.750 2.278
2.278 Cu.m
Ground Floor
Column (450*450) 15.00 0.450 6.750 0.450 3.000 9.112
9.112 Cu.m
First Floor
Column (450*450) 15.00 0.450 6.750 0.450 3.000 9.112
9.112 Cu.m
Second Floor
Column (450*450) 15.00 0.450 6.750 0.450 3.000 9.112
9.112 Cu.m
Total RCC for column 29.614 Cu.m
Beam
For Foundation Beam
Along Grid A-A 1.00 7.600 7.600 0.250 0.300 0.570
Along Grid B-B
1.00 7.600 7.600 0.250 0.300 0.570

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid C-C 1.00 7.600 7.600 0.250 0.300 0.570
Along Grid D-D 1.00 7.600 7.600 0.250 0.300 0.570
Along Grid E-E 1.00 7.600 7.600 0.250 0.300 0.570
Along Grid 1-1
1.00 20.700 20.700 0.250 0.300 1.552
Along Grid 2-2 1.00 20.700 20.700 0.250 0.300 1.552
Along Grid 3-3 1.00 20.700 20.700 0.250 0.300 1.552
7.506 Cu.m
For Top Tie Beam
Along Grid A-A 1.00 7.600 7.600 0.300 0.525 1.197
Along Grid B-B
1.00 7.600 7.600 0.300 0.525 1.197
Along Grid C-C 1.00 7.600 7.600 0.300 0.525 1.197
Along Grid D-D 1.00 7.600 7.600 0.300 0.525 1.197
Along Grid E-E 1.00 7.600 7.600 0.300 0.525 1.197
Along Grid 1-1
1.00 20.700 20.700 0.300 0.525 3.260
Along Grid 2-2 1.00 20.700 20.700 0.300 0.525 3.260
Along Grid 3-3 1.00 20.700 20.700 0.300 0.525 3.260
15.765 Cu.m
Ground Floor
Main Beam
Along Grid A-A 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid B-B
1.00 7.600 7.600 0.300 0.400 0.912
Along Grid C-C 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid D-D 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid E-E 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid 1-1
1.00 20.700 20.700 0.300 0.400 2.484
Along Grid 2-2 1.00 20.700 20.700 0.300 0.400 2.484
Along Grid 3-3 1.00 20.700 20.700 0.300 0.400 2.484

Secondary Beam
Betweeen Grid A-A & B-B 1.00 7.900 7.900 0.250 0.300 0.592
Betweeen Grid B-B & C-C 1.00 7.900 7.900 0.250 0.300 0.592
Betweeen Grid D-D & E-E 1.00 7.900 7.900 0.250 0.300 0.592
Betweeen Grid 2-2 & 3-3 1.00 16.350 16.350 0.250 0.300 1.226
15.014 Cu.m
First Floor
Main Beam
Along Grid A-A 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid B-B
1.00 7.600 7.600 0.300 0.400 0.912
Along Grid C-C 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid D-D 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid E-E 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid 1-1
1.00 20.700 20.700 0.300 0.400 2.484
Along Grid 2-2 1.00 20.700 20.700 0.300 0.400 2.484
Along Grid 3-3 1.00 20.700 20.700 0.300 0.400 2.484

Secondary Beam
Betweeen Grid A-A & B-B 1.00 7.900 7.900 0.250 0.300 0.592

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Betweeen Grid B-B & C-C 1.00 7.900 7.900 0.250 0.300 0.592
Betweeen Grid D-D & E-E 1.00 7.900 7.900 0.250 0.300 0.592
Betweeen Grid 2-2 & 3-3 1.00 16.350 16.350 0.250 0.300 1.226
15.014
Second Floor (Truss Level)
Main Beam
Along Grid A-A 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid B-B
1.00 7.600 7.600 0.300 0.400 0.912
Along Grid C-C 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid D-D 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid E-E 1.00 7.600 7.600 0.300 0.400 0.912
Along Grid 1-1
1.00 20.700 20.700 0.300 0.400 2.484
Along Grid 2-2 1.00 20.700 20.700 0.300 0.400 2.484
Along Grid 3-3 1.00 20.700 20.700 0.300 0.400 2.484
12.012 Cu.m
Total RCC for beam 65.311 Cu.m
Slab
Ground Floor
Entire blocks lab 1.00 22.950 22.950 8.950 0.125 25.675
Deduction for staircase portion -1.00 5.750 -5.750 4.500 0.125 -3.234
22.441 Cu.m

First Floor
Entire blocks lab 1.00 22.950 22.950 8.950 0.125 25.675
Deduction for staircase portion -1.00 5.750 -5.750 4.500 0.125 -3.234
22.441 Cu.m
Total RCC for slab 44.882 Cu.m
Staircase
Ground Floor
First Flight
First landing slab 1.00 2.000 2.000 1.050 0.150 0.315
Waist slab 1.00 3.354 3.354 2.000 0.150 1.006
Second Landing slab 1.00 2.000 2.000 0.925 0.150 0.277
Riser 10.00 2.100 21.000 0.300 0.150 0.945
Second Flight
Landing slab 1.00 2.270 2.270 2.000 0.150 0.681
Waist slab 1.00 3.354 3.354 2.000 0.150 1.006
Riser 10.00 2.000 20.000 0.300 0.150 0.900
5.130 Cu.m
First Floor
First Flight
First landing slab 1.00 2.000 2.000 1.050 0.150 0.315
Waist slab 1.00 3.354 3.354 2.000 0.150 1.006
Second Landing slab 1.00 2.000 2.000 0.925 0.150 0.277
Riser 10.00 2.100 21.000 0.300 0.150 0.945
Second Flight
Landing slab 1.00 2.270 2.270 2.000 0.150 0.681

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Waist slab 1.00 3.354 3.354 2.000 0.150 1.006
Riser 10.00 2.000 20.000 0.300 0.150 0.900
5.130 Cu.m
Total RCC for staircase 10.26 Cu.m
Siil band
Ground Floor
Along Grid A-A 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid B-B
1.00 5.550 5.550 0.230 0.075 0.095
Along Grid C-C 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid D-D 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid E-E 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid 1-1 1.00 20.700 20.700 0.230 0.075 0.357
Along Grid 2-2 1.00 16.200 16.200 0.230 0.075 0.279
Below staircase 1.00 2.725 2.725 0.115 0.075 0.023
Wall on side of door 5.00 0.485 2.425 0.230 0.075 0.041
Deduction for openings
D1(1100*2100) -6.00 1.100 -6.600 0.230 0.075 -0.113
D2(1000*1550) -1.00 1.000 -1.000 0.230 0.075 -0.017
1.045 Cu.m
First Floor
Along Grid A-A 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid B-B
1.00 5.550 5.550 0.230 0.075 0.095
Along Grid C-C 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid D-D 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid E-E 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid 1-1 1.00 20.700 20.700 0.230 0.075 0.357
Along Grid 2-2 1.00 16.200 16.200 0.230 0.075 0.279
Wall on side of door 3.00 0.485 1.455 0.230 0.075 0.025
Deduction for openings
D1(1100*2200) -6.00 1.100 -6.600 0.230 0.075 -0.113
1.023 Cu.m

Second Floor
Along Grid A-A 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid B-B
1.00 5.550 5.550 0.230 0.075 0.095
Along Grid C-C 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid D-D 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid E-E 1.00 5.550 5.550 0.230 0.075 0.095
Along Grid 1-1 1.00 20.700 20.700 0.230 0.075 0.357
Along Grid 2-2 1.00 16.200 16.200 0.230 0.075 0.279
Wall on side of door 3.00 0.485 1.455 0.230 0.075 0.025
Deduction for openings
D1(1100*2200) -6.00 1.100 -6.600 0.230 0.075 -0.113
1.023 Cu.m
Total RCC for sill band 3.091 Cu.m
Lintel band
Ground Floor

Shree Manedanda mavi Page 42 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid A-A 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid B-B
1.00 5.550 5.550 0.230 0.150 0.191
Along Grid C-C 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid D-D 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid E-E 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid 2-2 1.00 20.700 20.700 0.230 0.150 0.714
Along Grid 3-3 1.00 16.200 16.200 0.230 0.150 0.558
Below staircase 1.00 2.725 2.725 0.115 0.150 0.047
2.274 Cu.m
First Floor
Along Grid A-A 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid B-B
1.00 5.550 5.550 0.230 0.150 0.191
Along Grid C-C 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid D-D 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid E-E 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid 2-2 1.00 20.700 20.700 0.230 0.150 0.714
Along Grid 3-3 1.00 16.200 16.200 0.230 0.150 0.558
2.227 Cu.m
Second Floor
Along Grid A-A 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid B-B
1.00 5.550 5.550 0.230 0.150 0.191
Along Grid C-C 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid D-D 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid E-E 1.00 5.550 5.550 0.230 0.150 0.191
Along Grid 2-2 1.00 20.700 20.700 0.230 0.150 0.714
Along Grid 3-3 1.00 16.200 16.200 0.230 0.150 0.558
2.227 Cu.m
Total RCC for lintel band 6.728 Cu.m
Total RCC work 194.402 Cu.m

9 FORMWORKS
For column
For Column upto Top Tie Beam
Column (450*450) 15.00 1.800 27.000 0.750 20.250
20.250 Sq.m
Ground Floor
Column (450*450) 15.00 1.800 27.000 3.000 81.000
81.000 Sq.m
First Floor
Column (450*450) 15.00 1.800 27.000 3.000 81.000
81.000 Sq.m
Second Floor
Column (450*450) 15.00 1.800 27.000 3.000 81.000
81.000 Sq.m
Total formwork for column 263.250 Sq.m
For Beam
For Foundation Beam

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid A-A 1.00 7.600 7.600 0.600 4.560 2 sides
Along Grid B-B
1.00 7.600 7.600 0.600 4.560
Along Grid C-C 1.00 7.600 7.600 0.600 4.560
Along Grid D-D 1.00 7.600 7.600 0.600 4.560
Along Grid E-E 1.00 7.600 7.600 0.600 4.560
Along Grid 1-1
1.00 22.200 22.200 0.600 13.320
Along Grid 2-2 1.00 22.200 22.200 0.600 13.320
Along Grid 3-3 1.00 22.200 22.200 0.600 13.320
62.760 Sq.m
For Top Tie Beam
Along Grid A-A 1.00 7.600 7.600 1.050 7.980
Along Grid B-B
1.00 7.600 7.600 1.050 7.980
Along Grid C-C 1.00 7.600 7.600 1.050 7.980
Along Grid D-D 1.00 7.600 7.600 1.050 7.980
Along Grid E-E 1.00 7.600 7.600 1.050 7.980
Along Grid 1-1
1.00 22.200 22.200 1.050 23.310
Along Grid 2-2 1.00 22.200 22.200 1.050 23.310
Along Grid 3-3 1.00 22.200 22.200 1.050 23.310
109.830 Sq.m
Ground Floor
Main Beam
Along Grid A-A 1.00 7.600 7.600 1.100 8.360
Along Grid B-B
1.00 7.600 7.600 1.100 8.360
Along Grid C-C 1.00 7.600 7.600 1.100 8.360
Along Grid D-D 1.00 7.600 7.600 1.100 8.360
Along Grid E-E 1.00 7.600 7.600 1.100 8.360
Along Grid 1-1
1.00 22.200 22.200 1.100 24.420
Along Grid 2-2 1.00 22.200 22.200 1.100 24.420
Along Grid 3-3 1.00 22.200 22.200 1.100 24.420

Secondary Beam
Betweeen Grid A-A & B-B 1.00 7.900 7.900 0.850 6.715
Betweeen Grid B-B & C-C 1.00 7.900 7.900 0.850 6.715
Betweeen Grid D-D & E-E 1.00 7.900 7.900 0.850 6.715
Betweeen Grid 2-2 & 3-3 1.00 16.350 16.350 0.850 13.897
149.102 Sq.m

First Floor
Main Beam
Along Grid A-A 1.00 7.600 7.600 1.100 8.360
Along Grid B-B
1.00 7.600 7.600 1.100 8.360
Along Grid C-C 1.00 7.600 7.600 1.100 8.360
Along Grid D-D 1.00 7.600 7.600 1.100 8.360
Along Grid E-E 1.00 7.600 7.600 1.100 8.360
Along Grid 1-1
1.00 22.200 22.200 1.100 24.420
Along Grid 2-2 1.00 22.200 22.200 1.100 24.420
Along Grid 3-3 1.00 22.200 22.200 1.100 24.420

Shree Manedanda mavi Page 44 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height

Secondary Beam
Betweeen Grid A-A & B-B 1.00 7.900 7.900 0.850 6.715
Betweeen Grid B-B & C-C 1.00 7.900 7.900 0.850 6.715
Betweeen Grid D-D & E-E 1.00 7.900 7.900 0.850 6.715
Betweeen Grid 2-2 & 3-3 1.00 16.350 16.350 0.850 13.897
149.102 Sq.m
Second Floor (Truss Level)
Main Beam
Along Grid A-A 1.00 7.600 7.600 1.100 8.360
Along Grid B-B
1.00 7.600 7.600 1.100 8.360
Along Grid C-C 1.00 7.600 7.600 1.100 8.360
Along Grid D-D 1.00 7.600 7.600 1.100 8.360
Along Grid E-E 1.00 7.600 7.600 1.100 8.360
Along Grid 1-1
1.00 22.200 22.200 1.100 24.420
Along Grid 2-2 1.00 22.200 22.200 1.100 24.420
Along Grid 3-3 1.00 22.200 22.200 1.100 24.420
115.060 Sq.m
Total formwork for beam 585.854 Sq.m
For Footing
Sides For Column footing
F1 2.00 6.800 13.600 0.200 2.720
F2 2.00 7.200 14.400 0.200 2.880
F3 1.00 7.200 7.200 0.200 1.440
F4 2.00 10.000 20.000 0.200 4.000
F5 2.00 10.800 21.600 0.200 4.320
F6 2.00 11.200 22.400 0.200 4.480
F7 1.00 12.400 12.400 0.200 2.480
F8 1.00 12.800 12.800 0.200 2.560
F9 1.00 13.600 13.600 0.200 2.720
F10 1.00 14.000 14.000 0.200 2.800
Total formwork for footing 30.400 Sq.m
For PCC
Sides for PCC work below foundation
beam
Along Grid A-A 1.00 6.800 6.800 0.100 0.680
Along Grid B-B
1.00 6.800 6.800 0.100 0.680
Along Grid C-C 1.00 6.800 6.800 0.100 0.680
Along Grid D-D 1.00 6.800 6.800 0.100 0.680
Along Grid E-E 1.00 6.800 6.800 0.100 0.680
Along Grid 1-1
1.00 20.600 20.600 0.100 2.060
Along Grid 2-2 1.00 20.600 20.600 0.100 2.060
Along Grid 3-3 1.00 20.600 20.600 0.100 2.060
Total formwork for PCC 9.580 Sq.m
For Slab
Ground Floor
Entire blocks slab 1.00 22.650 22.650 8.950 202.717
Sides 1.00 83.700 83.700 0.125 10.462

Shree Manedanda mavi Page 45 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Deduction for staircase portion -1.00 5.750 -5.750 4.50 -25.875
Deduction for bottom of main beam -1.00 104.600 -104.600 0.30 -31.380
Deduction for bottom of sec beam -1.00 40.050 -40.050 0.25 -10.012
145.912 Sq.m
First Floor
Entire blocks slab 1.00 22.650 22.650 8.950 202.717
Sides 1.00 83.700 83.700 0.125 10.462
Deduction for staircase portion -1.00 5.750 -5.750 4.50 -25.875
Deduction for bottom of main beam -1.00 104.600 -104.600 0.30 -31.380
Deduction for bottom of sec beam -1.00 40.050 -40.050 0.25 -10.012
145.912 Sq.m
Total formwork for slab 291.824 Sq.m
For Staircase
Ground Floor
First Flight
First landing slab 1.00 2.000 2.000 1.050 2.100
Sides 2.00 1.050 2.100 0.150 0.315
Waist slab 1.00 3.354 3.354 2.000 6.708
Sides 2.00 3.354 6.708 0.300 2.012
Second Landing slab 1.00 1.890 1.890 2.000 3.780
Sides 1.00 3.890 3.890 0.150 0.583
Riser 20.00 2.100 42.000 0.150 6.300
Second Flight
Landing slab 1.00 2.270 2.270 2.000 4.540
Sides 1.00 4.470 4.470 0.150 0.670
Waist slab 1.00 3.354 3.354 2.000 6.708
Sides 2.00 3.350 6.700 0.300 2.010
Riser 20.00 2.100 42.000 0.150 6.300
42.026 Sq.m
First Floor
First Flight
First landing slab 1.00 2.000 2.000 1.050 2.100
Sides 2.00 1.050 2.100 0.150 0.315
Waist slab 1.00 3.354 3.354 2.000 6.708
Sides 2.00 3.354 6.708 0.300 2.012
Second Landing slab 1.00 1.890 1.890 2.000 3.780
Sides 1.00 3.890 3.890 0.150 0.583
Riser 20.00 2.100 42.000 0.150 6.300
Second Flight
Landing slab 1.00 2.270 2.270 2.000 4.540
Sides 1.00 4.470 4.470 0.150 0.670
Waist slab 1.00 3.354 3.354 2.000 6.708
Sides 2.00 3.350 6.700 0.300 2.010
Riser 20.00 2.100 42.000 0.150 6.300
42.026 Sq.m
84.052 Sq.m
For Sill band

Shree Manedanda mavi Page 46 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Ground Floor
Along Grid A-A 1.00 5.550 5.550 0.150 0.832
Along Grid B-B
1.00 5.550 5.550 0.150 0.832
Along Grid C-C 1.00 5.550 5.550 0.150 0.832
Along Grid D-D 1.00 5.550 5.550 0.150 0.832
Along Grid E-E 1.00 5.550 5.550 0.150 0.832
Along Grid 2-2 1.00 18.150 18.150 0.150 2.722
Along Grid 3-3 1.00 22.200 22.200 0.150 3.330
Below staircase 1.00 2.725 2.725 0.150 0.408
Wall on side of door 5.00 0.485 2.425 0.150 0.363
Deduction for openings
D1(1100*2100) -6.00 1.100 -6.600 0.150 -0.990
D2(1000*1550) -1.00 1.000 -1.000 0.150 -0.150
9.843 Sq.m
First Floor
Along Grid A-A 1.00 5.550 5.550 0.150 0.832
Along Grid B-B
1.00 5.550 5.550 0.150 0.832
Along Grid C-C 1.00 5.550 5.550 0.150 0.832
Along Grid D-D 1.00 5.550 5.550 0.150 0.832
Along Grid E-E 1.00 5.550 5.550 0.150 0.832
Along Grid 2-2 1.00 18.150 18.150 0.150 2.722
Along Grid 3-3 1.00 22.200 22.200 0.150 3.330
Wall on side of door 3.00 1.200 3.600 0.075 0.270
Deduction for openings
D1(1100*2200) -6.00 1.100 -6.600 0.150 -0.990
9.492 Sq.m
Second Floor
Along Grid A-A 1.00 5.550 5.550 0.150 0.832
Along Grid B-B
1.00 5.550 5.550 0.150 0.832
Along Grid C-C 1.00 5.550 5.550 0.150 0.832
Along Grid D-D 1.00 5.550 5.550 0.150 0.832
Along Grid E-E 1.00 5.550 5.550 0.150 0.832
Along Grid 2-2 1.00 18.150 18.150 0.150 2.722
Along Grid 3-3 1.00 22.200 22.200 0.150 3.330
Wall on side of door 3.00 1.200 3.600 0.075 0.270
Deduction for openings
D1(1100*2200) -6.00 1.100 -6.600 0.150 -0.990
9.492
Total formwork for sill band 28.827 Sq.m
For Lintel band
Ground Floor
Along Grid A-A 1.00 5.550 5.550 0.300 1.665
Along Grid B-B
1.00 5.550 5.550 0.300 1.665
Along Grid C-C 1.00 5.550 5.550 0.300 1.665
Along Grid D-D 1.00 5.550 5.550 0.300 1.665
Along Grid E-E 1.00 5.550 5.550 0.300 1.665
Along Grid 2-2 1.00 18.150 18.150 0.300 5.445

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Along Grid 3-3 1.00 22.200 22.200 0.300 6.660
Below staircase 1.00 2.725 2.725 0.300 0.817
21.247 Sq.m
First Floor
Along Grid A-A 1.00 5.550 5.550 0.300 1.665
Along Grid B-B
1.00 5.550 5.550 0.300 1.665
Along Grid C-C 1.00 5.550 5.550 0.300 1.665
Along Grid D-D 1.00 5.550 5.550 0.300 1.665
Along Grid E-E 1.00 5.550 5.550 0.300 1.665
Along Grid 2-2 1.00 18.150 18.150 0.300 5.445
Along Grid 3-3 1.00 22.200 22.200 0.300 6.660
20.430 Sq.m
Second Floor
Along Grid A-A 1.00 5.550 5.550 0.300 1.665
Along Grid B-B
1.00 5.550 5.550 0.300 1.665
Along Grid C-C 1.00 5.550 5.550 0.300 1.665
Along Grid D-D 1.00 5.550 5.550 0.300 1.665
Along Grid E-E 1.00 5.550 5.550 0.300 1.665
Along Grid 2-2 1.00 18.150 18.150 0.300 5.445
Along Grid 3-3 1.00 22.200 22.200 0.300 6.660
20.430 Sq.m
Total RCC lintel band work 62.107 Sq.m
Total formwork 1355.894 Sq.m

10 REINFORCEMENT Kg
Reinforcement(2%) 1.00 194.402 30521.114
Total reinforcement work ### Kg

11 Flooring & Finishing Work

38mm thick P.C.C. in (1:2:4) with cement
11.1 Sq.m
punning (1:1) for flooring work.
Ground Floor
Classroom 1 1.00 5.750 5.750 5.750 33.062
Classroom 2 1.00 5.775 5.770 5.750 33.177
Classroom 3 1.00 5.775 5.770 5.750 33.177
Staircase portion 1.00 5.750 5.750 4.200 24.150
Corridor 1.00 22.950 22.950 2.500 57.375
180.941 Sq.m
First Floor
Classroom 4 1.00 5.750 5.750 5.750 33.062
Classroom 5 1.00 5.775 5.775 5.750 33.206
Classroom 6 1.00 5.775 5.775 5.750 33.206
Corridor 1.00 22.950 22.950 2.500 57.375
156.849 Sq.m
Second Floor
Classroom 7 1.00 5.750 5.750 5.750 33.062
Classroom 8 1.00 5.775 5.775 5.750 33.206

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Classroom 9 1.00 5.775 5.775 5.750 33.206
Corridor 1.00 22.950 22.950 2.500 57.375
156.849 Sq.m
Total PCC with punning work 494.639 Sq.m

11.2 CEMENT PUNNING Sq.m

Ground Floor
Inner staircase
Riser 20.00 2.000 40.000 0.150 6.000
Tread 18.00 2.000 36.000 0.300 10.800
Landing 1.00 4.400 4.400 1.950 8.580
Outer entrance steps (E-S direction)
Step i
Riser 1.00 19.550 19.550 0.150 2.932
Tread 1.00 18.950 18.950 0.300 5.685
Step ii
Riser 1.00 18.950 18.950 0.150 2.842
Tread 1.00 18.900 18.900 0.300 5.670
Outer entrance steps (W direction)
Riser 1.00 1.550 1.550 0.150 0.232
Tread 1.00 1.550 1.550 0.300 0.465
43.206 Sq.m
First Floor
Inner staircase
Riser 20.00 2.000 40.000 0.150 6.000
Tread 18.00 2.000 36.000 0.300 10.800
Landing 1.00 4.400 4.400 1.950 8.580
25.380 Sq.m
Total punning work 68.586 Sq.m
12 PLASTERING & PUNNING WORKS
12.5mm thick cement plaster in (1:3) in
12.1 Sq.m
ceiling ,beams etc
Ground Floor
Ceiling
Classroom 1 1.00 5.750 5.750 5.750 33.062
Classroom 2 1.00 5.775 5.775 5.750 33.206
Classroom 3 1.00 5.775 5.775 5.750 33.206
Corridor 1.00 22.950 22.950 2.500 57.375
Main beam
Along Grid A-A and E-E 2.00 2.050 4.100 0.925 3.792
Along Grid B-B.C-C and D-D 3.00 2.050 6.150 0.800 4.920
Along Grid 2-2 1.00 4.050 4.050 0.800 3.240
Along Grid 3-3 1.00 20.700 20.700 0.925 19.147
Secondary Beam
Betweeen Grid A-A & B-B 1.00 7.900 7.900 0.600 4.740
Betweeen Grid B-B & C-C 1.00 7.900 7.900 0.600 4.740
Betweeen Grid D-D & E-E 1.00 7.900 7.900 0.600 4.740

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Betweeen Grid 2-2 & 1-1 1.00 16.350 16.350 0.600 9.810
Staircase
First Flight
Waist slab 1.00 3.354 3.354 2.000 6.708
Sides 1.00 3.354 3.354 0.300 1.006
Landing slab 1.00 1.050 1.050 2.000 2.100
Second Flight
Landing slab 1.00 2.100 2.100 2.000 4.200
Waist slab 1.00 3.354 3.354 2.000 6.708
Sides 1.00 3.354 3.354 0.300 1.006
233.706 Sq.m
First Floor
Classroom 4 1.00 5.750 5.750 5.750 33.062
Classroom 5 1.00 5.775 5.775 5.750 33.206
Classroom 6 1.00 5.775 5.775 5.750 33.206
Corridor 1.00 22.950 22.950 2.500 57.375
Main beam
Along Grid A-A and E-E 2.00 2.050 4.100 0.925 3.792
Along Grid B-B.C-C and D-D 3.00 2.050 6.150 0.800 4.920
Along Grid 2-2 1.00 4.050 4.050 0.800 3.240
Along Grid 3-3 1.00 20.700 20.700 0.925 19.147
Secondary Beam
Betweeen Grid A-A & B-B 1.00 7.900 7.900 0.850 6.715
Betweeen Grid B-B & C-C 1.00 7.900 7.900 0.850 6.715
Betweeen Grid D-D & E-E 1.00 7.900 7.900 0.850 6.715
Betweeen Grid 2-2 & 3-3 1.00 16.350 16.350 0.850 13.897
Staircase
First Flight
Waist slab 1.00 3.354 3.354 2.000 6.708
Sides 1.00 3.354 3.354 0.300 1.006
Landing slab 1.00 1.050 1.050 2.000 2.100
Second Flight
Landing slab 1.00 2.100 2.100 2.000 4.200
Waist slab 1.00 3.354 3.354 2.000 6.708
Sides 1.00 3.354 3.354 0.300 1.006
243.718 Sq.m
Second Floor (truss Level)
Main beam
Along Grid A-A and E-E 2.00 2.050 4.100 1.350 5.535
Along Grid B-B.C-C and D-D 3.00 2.050 6.150 1.350 8.302
Along Grid 3-3 1.00 20.700 20.700 1.350 27.945
41.782 Sq.m
Total 1:3 plaster on ceiling 519.206 Sq.m

12.5mm thick cement plaster in (1:4) in

12.2 Sq.m
Internal Wall etc
Ground Floor

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Classroom 1 1.00 23.000 23.000 2.875 66.125
Classroom 2 1.00 23.050 23.050 2.875 66.268
Classroom 3 1.00 23.050 23.050 2.875 66.268
Staircase portion 1.00 16.550 16.550 2.875 47.581
wall below staircase 2.00 2.725 5.450 1.660 9.047 Both sides
Sides for openings
W1(1100*1450) 12.00 5.100 61.200 0.230 14.076
W3(1100*370) 2.00 2.940 5.880 0.230 1.352
D1(1100*2200) 6.00 5.500 33.000 0.230 7.590
D2(1000*1550) 1.00 4.100 4.100 0.230 0.943
Deduction for openings
W1(1100*1450) -12.00 1.100 -13.200 1.450 -19.140
W3(1100*370) -2.00 1.100 -2.200 0.370 -0.814
D1(1100*2200) -6.00 1.100 -6.600 2.200 -14.520
D2(1000*1550) -2.00 1.000 -2.000 1.550 -3.100 Both sides
241.676 Sq.m
First Floor
Classroom 4 1.00 23.000 23.000 2.875 66.125
Classroom 5 1.00 23.050 23.050 2.875 66.268
Classroom 6 1.00 23.050 23.050 2.875 66.268
Staircase portion 1.00 16.550 16.550 2.875 47.581
Sides for openings
W1(1100*1450) 12.00 5.100 61.200 0.230 14.076
W2(1100*1000) 2.00 4.200 8.400 0.230 1.932
D1(1100*2200) 6.00 5.500 33.000 0.230 7.590
Deduction for openings
W1(1100*1450) -12.00 1.100 -13.200 1.450 -19.140
W2(1100*1000) -2.00 1.100 -2.200 1.000 -2.200
D1(1100*2200) -6.00 1.100 -6.600 2.200 -14.520
233.980 Sq.m
Second Floor
Classroom 7 1.00 23.000 23.000 3.000 69.000
Classroom 8 1.00 23.050 23.050 3.000 69.150
Classroom 9 1.00 23.050 23.050 3.000 69.150
Staircase portion 1.00 16.550 16.550 3.000 49.650
Sides for openings
W1(1100*1450) 12.00 5.100 61.200 0.230 14.076
W2(1100*1000) 2.00 4.200 8.400 0.230 1.932
D1(1100*2200) 6.00 5.500 33.000 0.230 7.590
Deduction for openings
W1(1100*1450) -12.00 1.100 -13.200 1.450 -19.140
W2(1100*1000) -2.00 1.100 -2.200 1.000 -2.200
D1(1100*2200) -6.00 1.100 -6.600 2.200 -14.520
244.688 Sq.m
Total 1:4 inner plaster 720.344 Sq.m

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
12.5mm thick cement plaster in (1:4) in
12.3 Sq.m
External Wall etc
Ground Floor
Around Building 1.00 37.000 37.000 0.450 16.650
Ramp 1.00 6.500 6.500 0.225 1.462
1.00 1.325 1.320 0.450 0.594
18.706 Sq.m
Ground Floor
Around Building 1.00 37.000 37.000 3.000 111.000
1.00 19.350 19.350 2.875 55.631
Brickwall near entrance staircase 3.00 2.260 6.780 0.450 3.051
Column 5.00 1.800 9.000 2.875 25.875
Deduction for openings
W1(1100*1450) -12.00 1.100 -13.200 1.450 -19.140
W3(1100*370) -2.00 1.100 -2.200 0.370 -0.814
D1(1100*2200) -6.00 1.100 -6.600 2.200 -14.520
D2(1000*1550) -1.00 1.000 -1.000 1.550 -1.550
159.533 Sq.m
First Floor
Around Building 1.00 37.000 37.000 3.000 111.000
1.00 19.350 19.350 2.875 55.631
Column 5.00 1.800 9.000 2.875 25.875
Deduction for openings
W1(1100*1450) -12.00 1.800 -21.600 1.450 -31.320
W2(1100*1000) -2.00 1.100 -2.200 1.000 -2.200
D1(1100*2200) -6.00 1.100 -6.600 2.200 -14.520
144.466 Sq.m
Second Floor
Around Building 1.00 56.350 56.350 3.000 169.050
Column 5.00 1.800 9.000 3.000 27.000
Deduction for openings
W1(1100*1450) -12.00 1.100 -13.200 1.450 -19.140
W2(1100*1000) -2.00 1.100 -2.200 1.000 -2.200
D1(1100*2200) -6.00 1.100 -6.600 2.200 -14.520
160.190 Sq.m
Total 1:4 external plaster 482.895 Sq.m

20mm thick cement sand plaster(1:4) on

floor of good finish including racking of
12.4 Sq.m
joints,wetting the surface and curing the
work all complete.

Ground Floor
Inner staircase
Riser 20.00 2.000 40.000 0.150 6.000
Tread 18.00 2.000 36.000 0.300 10.800
Landing 1.00 4.400 4.400 2.000 8.800
Outer entrance steps (E-S direction)
Step i

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Riser 1.00 19.550 19.550 0.150 2.932
Tread 1.00 18.950 18.950 0.300 5.685
Step ii
Riser 1.00 18.950 18.950 0.150 2.842
Tread 1.00 18.900 18.900 0.300 5.670
Outer entrance steps (W direction)
Riser 1.00 1.600 1.600 0.150 0.240
Tread 1.00 1.600 1.600 0.300 0.480
Ramp 1.00 6.750 6.750 1.325 8.943
52.392 Sq.m
First Floor
Inner staircase
Riser 20.00 2.000 40.000 0.150 6.000
Tread 18.00 2.000 36.000 0.300 10.800
Landing 1.00 4.400 4.400 2.000 8.800
25.600 Sq.m
Total 1:4 floor plaster 77.992 Sq.m

13.6 Cement Skirting Cu.m

Ground Floor
Rooms
Classroom 1 1.00 23.000 23.000 23.000
Classroom 2 1.00 23.050 23.050 23.050
Classroom 3 1.00 23.050 23.050 23.050
Corridor 1.00 22.950 22.950 22.950
Staircase Portion 1.00 15.500 15.500 15.500
Staircase
Waist slab 2.00 3.354 6.708 6.708
Landing slab 1.00 8.400 8.400 8.400
Deduction for openings
D1(1100*2200) -12.00 1.100 -13.200 -13.200
D2(1000*1550) -2.00 1.000 -2.000 -2.000
107.458 Rm
First Floor
Rooms
Classroom 4 1.00 23.000 23.000 23.000
Classroom 5 1.00 23.050 23.050 23.050
Classroom 6 1.00 23.050 23.050 23.050
Corridor 1.00 23.290 23.290 23.290
Staircase
Waist slab 2.00 3.354 6.708 6.708
Landing slab 1.00 8.400 8.400 8.400
Deduction for openings
D1(1100*2200) -12.00 1.100 -13.200 -13.200
94.298 Rm
Second Floor
Rooms

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Classroom 7 1.00 23.000 23.000 23.000
Classroom 8 1.00 23.050 23.050 23.050
Classroom 9 1.00 23.050 23.050 23.050
Corridor 1.00 23.290 23.290 23.290
Deduction for openings
D1(1100*2200) -12.00 1.100 -13.200 -13.200
79.190 Rm
Total cement skirting work 280.946 Rm

14 Doors and Windows

14.1 Door and window Frame
Salwood frame of size 75*100mm Cu.m
Door Frame
Ground Floor
D1(1100*2200) 6.00 5.500 33.000 0.075 0.100 0.247
D2(1000*1550) 1.00 4.100 4.100 0.075 0.100 0.030
First Floor
D1(1100*2200) 6.00 5.500 33.000 0.075 0.100 0.247
Second Floor
D1(1100*2100) 6.00 5.500 33.000 0.075 0.100 0.247
Total salwood frame work 0.771 Cu.m

14.2 Solid core flush door shutter

Supplying and fitting ready made Teak

wood doors,special (Seasoned and
Sq.m
Poisoned treated one side teak) with all
necessary hardware all complete.

Ground Floor
D1(1100*2200) 6.00 0.974 5.844 2.137 12.488
D2(1000*1550) 1.00 0.874 0.874 1.487 1.299
First Floor
D1(1100*2200) 6.00 0.974 5.844 2.137 12.488
Second Floor
D1(1100*2200) 6.00 0.974 5.844 2.137 12.488
Total solid core flush door shutter 38.763 Sq.m

14.3 Window/ventilation
Metal Window Sq.m
Ground Floor
W1(1100*1450) 12.00 1.100 13.200 1.450 19.140
W3(1100*370) 2.00 1.100 2.200 0.370 0.814
First Floor
W1(1100*1450) 12.00 1.100 13.200 1.450 19.140
W2(1100*1000) 2.00 1.100 2.200 1.000 2.200
Second Floor
W1(1100*1450) 12.00 1.100 13.200 1.450 19.140
W2(1100*1000) 2.00 1.100 2.200 1.000 2.200
Total metal window 62.634 Sq.m

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height

15 COLOURING /PAINTING WORKS

15.1 INTERIOR DISTEMPER PAINT
Total internal wall paint As per inner plaster work 720.344
Total ceiling paint As per ceiling plaster work 519.206
On false ceiling As per area 123.836 Inner rooms
Deduction for Corridor ceiling -2.00 22.950 -45.900 2.500 -114.750
Total distemper paint 1248.636 Sq.m

15.2 EXTERIOR WEATHERCOAT PAINT

Total external wall paint As per inner plaster work 482.895
On false ceiling As per area 57.375 Outer part
Corridor ceiling 2.00 22.950 45.900 2.500 114.750 Outer part
Total weather coat paint 655.020 Sq.m

Supplying and Applying 3 coats of chapra

15.3 polish after rendering the surface on flush Sqm
door shutter work all complete
Ground Floor coeff
D1(1100*2200) 6.00 0.974 5.844 2.000 2.137 24.977
D2(1000*1550) 1.00 0.874 0.874 2.000 1.487 2.599
First Floor
D1(1100*2200) 6.00 0.974 5.844 2.000 2.137 24.977
Second Floor
D1(1100*2200) 6.00 0.974 5.844 2.000 2.137 24.977
Total chapra polish work 77.530 Sq.m

Two coats of ready made Enamel paints

of approved colour over one coats of
15.4 Sqm
primer painting over properly sanded
wooden surface all complete.

Door Frame
Ground Floor
D1(1100*2200) 6.00 5.500 33.000 0.250 8.250
D2(1000*1550) 1.00 4.100 4.100 0.250 1.025
First Floor
D1(1100*2200) 6.00 5.500 33.000 0.250 8.250
Second Floor
D1(1100*2200) 6.00 5.500 33.000 0.250 8.250
Total enamel on sal frame 25.775 Sq.m
On railing
Staircase Railing
Ground Floor Length TL pi*d
40mm dia handrail(3.2 mm thick) 1.00 7.045 7.040 0.126 0.887
4 layers of 25mm square horizontal
4.00 6.940 27.760 0.100 2.776
railing(3.2 mm thick)
38 mm square vertical post 8.00 0.900 7.200 0.152 1.094
4.757 Sq.m

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
First Floor
40mm dia handrail(3.2 mm thick) 1.00 7.045 7.040 0.126 0.887
4 layers of 25mm square horizontal
4.00 6.940 27.760 0.100 2.776
railing(3.2 mm thick)
38 mm square vertical post 8.00 0.900 7.200 0.152 1.094
4.757 Sq.m
Second Floor
40mm dia handrail(3.2 mm thick) 1.00 2.250 2.250 0.126 0.283
4 layers of 25mm square horizontal
4.00 2.250 9.000 0.100 0.900
railing(3.2 mm thick)
38 mm square vertical post 2.00 0.900 1.800 0.152 0.273
1.456 Sq.m
Varandah Railing
First Floor Length TL pi*d
1 layer 40 mm dia MS blackpipe railing 1.00 24.800 24.800 0.126 3.124
2 layer 32 mm dia MS blackpipe railing 2.00 24.800 49.600 0.100
25 mm square MS blackpipe vertical railing 173.0 0.820 141.860 0.100 14.186
32 mm dia MS blackpipe post 19.00 1.080 20.520 0.100 2.052
19.362 Sq.m
Second Floor
1 layer 40 mm dia MS blackpipe railing 1.00 24.800 24.800 0.126 3.124
2 layer 32 mm dia MS blackpipe railing 2.00 24.800 49.600 0.100
25 mm square MS blackpipe vertical railing 173.0 0.820 141.860 0.100 14.186
32 mm dia MS blackpipe post 19.00 1.080 20.520 0.100 2.052
19.362 Sq.m
Ramp Railing
Ramp Railing on GF Length TL pi*d
40mm dia handrail(3.2 mm thick) 1.00 8.170 8.170 0.126 1.029
4 layers of 25mm square horizontal
4.00 8.170 32.680 0.100 3.268
railing(3.2 mm thick)
38 mm square vertical post 5.00 0.900 3.290 0.152 0.500
4.797 Sq.m
Total enamel on railing 54.491 Sq.m

Truss Length TL pi*d

No of Truss 8
Top Chord NB50M 2 5.64 11.28 0.157 1.770
Bottom Chord NB40M 1 8.83 8.83 0.126 1.112
Vertical Strut NB40M 2 0.42 0.84 0.126 0.105
2 0.83 1.66 0.126 0.209
2 1.09 2.18 0.126 0.274
Inclined Struts NB32M 2 1.27 2.54 0.100 0.254
2 1.12 2.24 0.100 0.224
2 1.28 2.56 0.100 0.256
King Post NB40M 2 1.35 2.70 0.126 0.340
Purlin NB 40M 12 24.75 297.00 0.126 37.422
Runner NB40M 2 24.75 49.50 0.126 6.237
BracingNB40M 16 2.92 46.72 0.126 5.886

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 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Total enamel paint on truss 54.089 Sq.m

Railing near side of entrance

Ground Floor pi*d
40mm dia blackpipe railing 5.00 3.673 18.360 0.126 2.313
First Floor
40mm dia blackpipe railing 3.00 3.673 11.010 0.126 1.387
Second Floor
40mm dia blackpipe railing 5.00 3.673 18.360 0.126 2.313
6.013 Sq.m
On Grill
Ground Floor
W1(1100*1450) 12.00 1.100 13.200 1.450 19.140
W3(1100*370)) 2.00 1.100 2.200 0.370 0.814
First Floor
W1(1100*1450) 12.00 1.100 13.200 1.450 19.140
W2(1100*1000) 2.00 1.100 2.200 1.000 2.200
Second Floor
W1(1100*1450) 12.00 1.100 13.200 1.450 19.140
W2(1100*1000) 2.00 1.100 1.100 1.000 1.100
61.534 Sq.m
Total enamel paint work 201.902 Sq.m

16 Railing work

Supply , weilding & fabricating MS Circular

Kg
pipe railing with redoxide paint

Staircase Railing
Ground Floor Length TL Wt/m
40mm dia handrail(3.2 mm thick) 1.00 7.045 7.040 3.560 25.062
4 layers of 25mm square horizontal
4.00 6.940 27.760 1.980 54.964
railing(3.2 mm thick)
38 mm dia vertical post 8.00 0.900 7.200 3.250 23.400
103.426 Kg
First Floor
40mm dia handrail(3.2 mm thick) 1.00 7.190 7.190 3.560 25.596
4 layers of 25mm square horizontal
4.00 6.940 27.760 1.980 54.964
railing(3.2 mm thick)
38 mm dia vertical post 8.00 0.900 7.200 3.250 23.400
103.960 Kg
Second Floor
40mm dia handrail(3.2 mm thick) 1.00 2.250 2.250 3.560 8.010
4 layers of 25mm square horizontal
4.00 2.250 9.000 1.980 17.820
railing(3.2 mm thick)
38 mm dia vertical post 2.00 0.900 1.800 3.250 5.850
31.680 Kg
Total MS railing for staircase 239.066 Kg
Varandah Railing
First Floor Length TL Wt/m

Shree Manedanda mavi Page 57 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
1 layer 40 mm dia MS blackpipe railing 1.00 24.800 24.800 3.560 88.288
2 layer 32 mm dia MS blackpipe railing 2.00 24.800 49.600 3.010 149.296
25 mm square MS blackpipe vertical railing 173.0 0.820 141.860 1.980 280.882
32 mm dia MS blackpipe post 19.00 1.080 20.520 3.010 61.765
580.231 Kg
Second Floor
1 layer 40 mm dia MS blackpipe railing 1.00 24.800 24.800 3.560 88.288
2 layer 32 mm dia MS blackpipe railing 2.00 24.800 49.600 3.010 149.296
25 mm square MS blackpipe vertical railing 173.0 0.820 141.860 1.980 280.882
32 mm dia MS blackpipe post 19.00 1.080 20.520 3.010 61.765
580.231 Kg
Total MS railing for varandah 1160.462 Kg

Ramp Railing
Ramp Railing on GF Length TL Wt/m
40mm dia handrail(3.2 mm thick) 1.00 8.170 8.170 3.560 29.085
4 layers of 25mm square horizontal
4.00 8.170 32.680 1.980 64.706
railing(3.2 mm thick)
38 mm dia vertical post 5.00 0.900 4.500 3.250 14.625
Total MS railing for ramp 108.416 Kg

Railing near side of entrance

Ground Floor
40mm dia blackpipe railing 5.00 3.673 18.360 3.560 65.361
First Floor
40mm dia blackpipe railing 3.00 3.673 11.010 3.560 39.195
Second Floor
40mm dia blackpipe railing 5.00 3.673 18.360 3.560 65.361
169.917 Kg
Total railing work 1677.861 Kg

17 FALSE CEILLING
Supplying and Installation of 6mm thick
Gypsum board False Ceiling with GI Sq.m
framing and all accessories.
Second Floor
Corridor 1.00 22.950 22.950 2.500 57.375 Outer
57.375 Sq.m
Inner rooms
Above class room 7 1.00 5.750 5.750 5.750 33.062
Above class room 8 1.00 5.775 5.770 5.750 33.177
Above class room 9 1.00 5.775 5.770 5.750 33.177
Staircase portion 1.00 5.550 5.550 4.400 24.420
123.836 Sq.m
Total gypsum board false ceiling work 181.211 Sq.m

18 ROOFING WORK

Shree Manedanda mavi Page 58 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Colour Coated CGI Sheet Works: 24 guage
18.1 0.5mm CGI sheet (red coloured) roofing all Sq.m
complete.
Second Floor
Roof cover 1.000 24.900 24.900 11.460 285.354
Total CGI sheet 285.354 Sq.m

0.5 mm thick colured CGI ridge cover for

18.2 Rm
roof all complete
Second Floor
Roof cover 1.000 24.900 24.900 24.900
Total ridge cover 24.900 Rm

19 ROOF TRUSS
Second Floor (Roof cover) Length TL Wt/m
No of Truss 8
Top Chord NB50M 2 5.64 11.28 5.03 453.907 (3.6 mm th)
Bottom Chord NB40M 1 8.83 8.83 3.56 251.478 (3.2 mm th)
Vertical Strut NB40M 2 0.42 0.84 3.56 23.923
2 0.83 1.66 3.56 47.276
2 1.09 2.18 3.56 62.086
Inclined Struts NB32M 2 1.27 2.54 3.10 62.992 (3.2 mm th)
2 1.12 2.24 3.10 55.552
2 1.28 2.56 3.10 63.488
King Post NB40M 2 1.35 2.70 3.56 76.896
Purlin NB 40M 12 24.75 297.00 3.56 1057.320
Runner NB40M 2 24.75 49.50 3.56 176.220
BracingNB40M 16 2.92 46.72 3.56 166.323
25% For wastage, Nut,Bolts and Plate 2497.46 624.365
Total MS pipe for roof truss 3121.826 Kg

20 CEMENT BOARD
Second Floor
Sides of truss 1.000 8.446 8.440 1.374 11.596 2 sides
Total cement board work 11.596 Sq.m

21 Eaves Board
Second Floor
Roof cover 2.000 36.050 72.100 0.250 0.0012 169.7950
Total eaves board work 169.795 Kg

22 PLINTH PROTECTION WORKS

Around Building including drain, all
complete 1.00 66.000 66.000 66.000

Total plinth protection work 66.000 Rm

23 GRILL WORK
Ground Floor

Shree Manedanda mavi Page 59 of 209 3-9C(S)

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
W1(1100*1450) 12.00 1.100 13.200 1.450 19.140
W3(1100*370)) 2.00 1.100 2.200 0.370 0.814
First Floor
W1(1100*1450) 12.00 1.100 13.200 1.450 19.140
W2(1100*1000) 2.00 1.100 2.200 1.000 2.200
Second Floor
W1(1100*1450) 12.00 1.100 13.200 1.450 19.140
W2(1100*1000) 2.00 1.100 1.100 1.000 1.100
Total Grill work 61.534 Sq.m

Shree Manedanda mavi Page 60 of 209 3-9C(S)

 DETAIL ESTIMATE (Site Development)
Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
A CIVIL WORKS
1 Site Clearance and Layout sq.m
For Chain link fence 1.00 230.000 230.000 1.000 230.000
Pedestrian Way 1.00 Area= 128.310 128.310
Staircase 1.00 7.799 7.799 2.000 15.598
Ramp 1.00 19.990 19.990 2.000 39.980
Total Site Clearance Work 413.888 Sq.m

2 Earthwork in Excavation
2.1 Earth work in excavation manually Cu.m
For chain link fence 92.00 0.3000 27.6000 0.3000 0.6000 4.968
Total excavation work manually 4.968 Cu.m

Earth work in excavation using hydraulic

2.2 Cu.m
excavator
For school bldg Site Ground Levelling 2 1.00 Area 113.300 1.000 113.300
For school bldg Site Ground Levelling 2 1.00 Area 228.180 2.000 456.360
Staircase 1 1.00 7.7990 7.7990 2.0000 2.0000 31.196
Ramp 1.00 37.220 37.220 2.000 2.000 148.880
Total excavation using hydraulic
749.736 Cu.m
excavator

4 Stone soling
Dry stone / boulder soling work in
Cu.m
foundation of retaining wall.
For chain link fence 92.00 0.300 27.600 0.300 0.150 1.242
Staircase-1 1.00 7.799 7.799 2.000 0.150 2.339
Ramp 1.00 37.220 37.220 2.000 0.150 11.166
Total stone soling 14.747 Cu.m

5 1:6 stone masonry work Cu.m

Staircase 1 10.00 2.000 20.000 0.300 0.150 0.900
On Staircase-Below Steps 1 0.50 2.000 1.000 1.500 0.900 1.350
On Staircase-Below Steps 2 0.50 2.000 1.000 4.500 2.100 9.450
Total 1:6 masonry work 11.700 Cu.m

6 M10 (1:3:6) Cu.m

On Staircase-Steps
On Staircase-Below Steps 1 1.00 7.799 7.799 2.000 0.075 1.169
Total M10 (1:3:6) PCC 1.169 Cu.m
7 M15 (1:2:4) Cu.m
For chain link fence 92.00 0.300 27.600 0.300 0.450 3.726
Total M15 (1:2:4) PCC 3.726 Cu.m

9 GRAVEL COMPACTION
Around the school block 1.00 Area= 128.310 0.250 32.077
Ramp 1.00 37.220 37.220 2.000 0.200 14.888
Total gravel compaction 46.965 Cu.m

Radhika S.S Page61of209 Site dev

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
10 CHAIN LINK FENCE sqm
Around school compound 1.00 230.000 230.000 1.500 345.000
Total chain link fence 915.000 Sq.m

11 Dismantling of existing building

11.1 Dismantling of Stone masonry work Cu.m
Block 2
Long wall
Below GL 2.00 16.352 32.704 0.450 0.600 8.830
Above GL 2.00 16.352 32.704 0.350 2.000 22.892
Short wall
Below GL 2.00 5.400 10.800 0.450 0.600 2.916
Above GL 2.00 5.400 10.800 0.350 2.000 7.560
Deduction for openings -1.00 9.136 -9.136
Block 6
Long wall
Below GL 2.00 13.375 26.750 0.450 0.600 7.222
Above GL 2.00 13.375 26.750 0.350 2.000 18.725
Short wall
Below GL 2.00 5.300 10.600 0.450 0.600 2.862
Above GL 2.00 5.300 10.600 0.350 2.000 7.420
Deduction for openings -1.00 7.844 -7.844
Block 8
Long wall
Below GL 2.00 15.130 30.260 0.450 0.600 8.170
Above GL 2.00 15.130 30.260 0.350 2.000 21.182
Short wall
Below GL 2.00 5.300 10.600 0.450 0.600 2.862
Above GL 2.00 5.300 10.600 0.350 2.000 7.420
Deduction for openings -1.00 8.581 -8.581
Block 9
Long wall

Radhika S.S Page62of209 Site dev

 Measurement
S.N Description Nos. Quantity Unit Remarks
Length T.Length Breadth Height
Below GL 2.00 15.127 30.254 0.450 0.600 8.168
Above GL 2.00 15.127 30.254 0.350 2.000 21.177
Short wall
Below GL 2.00 5.640 11.280 0.450 0.600 3.045
Above GL 2.00 5.640 11.280 0.350 2.000 7.896
Deduction for openings -1.00 8.722 -8.722
Total dismantling of Stone Masonry Works 124.064 Cu.m

11.2 Dismantling of CGI sheet

Block 1
Roof cover 1.00 10.426 10.426 4.290 44.727
Block 2
Roof cover 1.00 16.352 16.352 5.400 88.3
Block 3
Roof cover 1.00 12.250 12.250 5.500 67.375
Block 4
Roof cover 1.00 11.900 11.900 5.080 60.452
Block 5
Roof cover 1.00 13.900 13.900 5.013 69.68
Block 6
Roof cover 1.00 13.375 13.375 5.300 70.887
Block 7
Roof cover 1.00 15.127 15.127 5.640 85.316
Block 8
Roof cover 1.00 15.130 15.130 5.300 80.189
Block 9
Roof cover 1.00 3.050 3.050 2.604 7.942
Total dismantling of CGI sheet work 574.868 Sq.m
11.1 Dismantling of TLC Sq.m
Block 3
Long wall
Below GL 2.00 12.250 24.500 0.600 14.700
Above GL 2.00 12.250 24.500 2.000 49.000
Short wall 0.000
Below GL 2.00 5.500 11.000 0.600 6.600
Above GL 2.00 5.500 11.000 2.000 22.000
Deduction for openings -1.00 21.300 -21.300
Block 5
Long wall
Below GL 2.00 13.900 27.800 0.600 16.680
Above GL 2.00 13.900 27.800 2.000 55.600
Short wall 0.000
Below GL 2.00 5.013 10.026 0.600 6.015
Above GL 2.00 5.013 10.026 2.000 20.052
Deduction for openings -1.00 22.696 -22.696

Total dismantling of CGI sheet work 315.000 Sq.m

Radhika S.S Page63of209 Site dev

 Government of Nepal
Ministry of Education
Central Level Project Implementation Unit (CLPIU)
Gyaneshwor, Kathmandu, Nepal.
Project: Earthquake Emergency Assistance Project
Donor: ADB Loan No 3260 NEP
Name of School: Bhageri Uccha Mavi
Location : Dolakha
SCHOOL FURNITURE SPECIFICATIONS AND COST ESTIMATE

Item Rate
Rate with
FURNITURE DESCRIPTIONS.
(NRs.) Transportatio Total Cost
Unit
Ex-Factory n and (NRs.)
S.N. Description Basic Specification Quantity Installation
Cost
cost
Classroom
1.0 Furniture
Top Board: 19mm thick Plywood with 1mm Laminate top and
10mm pine wood edge lipping all around enamel painted;
Student Desk Foot Rest: 25x40x1.5mm MS Square Pipe; Frame:
1.1 No 8.00 7,600.00 8,360.00 66,880.00
(2 seater) 25x25x1.5mm MS Square Pipe with book rack made of 16
gauge metal sheet;powder coated paint finish with rubber
shoe, all complete.
Top Board: 19mm thick Plywood with 1mm Laminate top and
10mm pine wood edge lipping all around, enamel painted;
Student Desk Foot Rest: 25x40x1.5mm MS Square Pipe; Frame:
1.2 No 8.00 8,300.00 9,130.00 73,040.00
(3 seater) 25x25x1.5mm MS Square Pipe with book rack made of 16
gauge metal sheet; powder coated finish with rubber shoe, all
complete.
Top Board: 19mm thick Plywood with 1mm Laminate top and
10mm polished pine wood edge lipping all around, enamel
Student Bench
1.30 painted; Foot Rest: 25x40x1.5mm MS Square Pipe; Frame: No 40.00 6,500.00 7,150.00 286,000.00
(2 seater)
25x25x1.5mm MS Square Pipe; powder coated finish with
rubber shoe, all complete.
Top Board: 19mm thick Plywood with 1mm Laminate top and
10mm polished pine wood edge lipping all around, enamel
Student Bench
1.40 painted; Foot Rest: 25x40x1.5mm MS Square Pipe; Frame: No 36.00 7,400.00 8,140.00 293,040.00
(3 seater)
25x25x1.5mm MS Square Pipe; powder coated finish with
rubber shoe, all complete.
Top Board: 19mm thick Plywood with 1mm Laminate top and
10mm pine wood edge lipping all around, enamel
ECD Student
1.5 painted;Support: 25mm thick Plywood with25x3mm strap No 0.00 6,800.00 7,480.00 -
Desk (6 seater)
support at the three corners; enamel paint with laminate
finish with nylone shoe, all complete.
Top Board: 19mm thick Plywood with 1mm Laminate top and
10mm pine wood edge lipping all around enamel painted;
1.60 Teacher's Table Foot Rest: 25x40x1.5mm MS Square Pipe; Frame: No 12.00 7,810.00 8,591.00 103,092.00
25x25x1.5mm MS Square Pipe; powder coated finish with
rubber shoe, all complete.
Seat with back rest; Metal frame, without arm rest, rubber
1.70 Teacher's Chair No 12.00 2,200.00 2,420.00 29,040.00
shoe cap, powder coated finish, all complete
Front board: 12 mm soft board over 12mm plywood with
fabric cover and enamel painted pine wood edging, including
1.8 Soft Board No 4,500.00 4,950.00 -
2 hanging eye-hooks and stay; Support frame : 25x25x1mm
MS Square Pipe powder coat finish, all complete.
19 mm Plywood with pine wood edge lipping and base
1.9 Book Shelf No 15,000.00 16,500.00 -
skirting; enamel painted finsh, all complete
Front board: 19 mm ply board with with 1mm white laminate
gloss finish top cover and wood edging, including 3 eye
1.10 White Board No 12.00 5,000.00 5,500.00 66,000.00
hooks, stay and marker pad; Support frame : 25x25x1mm MS
Square Pipe, enamel painted all complete
2.00 Library No -
Top Board: 19mm Plywood with 1mm Laminate top, wood
2.10 Library Table edge lipping, enamel painted; Frame: 25x25 Steel square No 0.00 11,000.00 12,100.00 -
pipe, nylone shoe, powder coated finish, all complete.
19 mm Plywood, wood edge lipping and base skirting; wood
2.20 Library Shelf No 0.00 23,000.00 25,300.00 -
underframe, enamel painted finsh all complete
3.00 Computer No 0.00 - - -
Top Board: 19mm thick Plywood with 1mm Laminate top and
10mm pine wood edge lipping all around enamel painted;
3.10 Computer Table Foot Rest: 25x40x1.5mm MS Square Pipe; Frame: No 0.00 9,200.00 10,120.00 -
25x25x1.5mm MS Square Pipe ; powder coated finish with
rubber shoe, all complete.
Swivel type Paded seat with low back rest; Metal frame,
3.20 Computer Chair without arm rest, rubber shoe cap, powder coated finish; No 0.00 4,000.00 4,400.00 -
height manually adjustable type, all complete
4.00 Office No 0.00 - - -

Furniture Works: Page 64 of 209

 Item Rate
Rate with
FURNITURE DESCRIPTIONS.
(NRs.) Transportatio Total Cost
Unit
Ex-Factory n and (NRs.)
S.N. Description Basic Specification Quantity Installation
Cost
cost
Lockable cabinet made with 16 gauge folded sheet metal
having upper half glazed shutter, lower half metal shutter with
4.10 Cabinet No 0.00 18,000.00 19,800.00 -
all required harware (handle, lock, hinges, catch, etc), powder
coated finish in all metal surface all complete.
Top Board: 19mm thick Plywood with 1mm Laminate top and
Office Table (1 10mm polished pine wood edge lipping all around; Foot Rest:
4.30 side drawer 25x40x1.5mm MS Square Pipe; Frame: 25x40x1.5mm MS No 0.00 14,500.00 15,950.00 -
unit) Square Pipe ; 1 side lockable drawers; powder coated finish
with rubber shoe all complete.
Top Board: 19mm thick Plywood with 1mm Laminate top and
10mm polished pine wood edge lipping all around; Foot Rest:
4.40 Office Table 25x25x1.5mm MS Square Pipe; Frame: 25x40x1.5mm MS No 0.00 7,200.00 7,920.00 -
Square Pipe ; powder coated finish with rubber shoe, all
complete.
Swivel type Paded seat with low back rest; Metal frame,
4.50 Office Chair without arm rest, rubber shoe cap, powder coated finish; No 0.00 4,000.00 4,400.00 -
height manually adjustable type, all complete
Swivel Chair with armrest, medium back, hydraulic type
Office Chair-
4.60 height adjustable mechanism, powder coated finish all No 0.00 12,000.00 13,200.00 -
Headmaster
complete.
Office visitors Paded seat and back rest; Metal frame, without arm rest,
4.70 No 0.00 3,500.00 3,850.00 -
Chair rubber shoe cap, powder coated finish all complete
Top Board: 19mm Plywood with Laminate top and polished
4.80 Meeting Table pine wood edge lipping; Frame: 25x25x1.5 mm Steel square No 0.00 10,500.00 11,550.00 -
pipe, nylone shoe, powder coated finish, all complete.
5.00 Hostel 0.00
Double storey bed with Steel square pipe frame, steps, side
5.10 Bunk Bed rails Frame: 25x2 x 1.5mm, nylone shoe, powder coated finish No 0.00 24,662.00 27,128.20 -
all complete.
Top Board: 19mm Plyboard with 1mm Laminate top and
5.20 Queen Bed polished pine wood edge lipping finish all complete with two No 0.00 46,000.00 50,600.00 -
side table
Top Board: 19mm Plywood with Laminate top and polished
Study Table ( 4
5.30 pine wood edge lipping; Frame: 25x25x1.5 mm Steel square No 0.00 16,800.00 18,480.00 -
seat)
pipe, nylone shoe, powder coated finish, all complete.
Top Board: 19mm Plywood with Laminate top and polished
Study Table (2
5.40 pine wood edge lipping; Frame: 25x25x1.5 mm Steel square No 0.00 12,600.00 13,860.00 -
seat)
pipe, nylone shoe, powder coated finish, all complete.
7.00 Miscellaneous 0.00 -
First-aid bed made with metal pipe frames and sheet, powder
7.10 First Aid Bed coated finish including 100mm thick high density foam No 0.00 12,000.00 13,200.00 -
mattress & pillow, rubber shoe, etc., all complete.
19 mm Plywood with 1mm laminate finish, 10mm pine wood
7.20 Podium edge lipping, 75mm base skirting, wood underframe including No 0.00 10,200.00 11,220.00 -
polish in upper parts and enamel paint in skirting all
complete.
Top Board: 19mm thick Plywood with 1mm Laminate top and
10mm pine wood edge lipping all around, enamel painted;
7.30 Side table Frame: 25x25x1.5mm MS Square Pipe ; powder coated finish No 0.00 6,980.00 7,678.00 -
with rubber shoe, all complete. 16 Gauge metal sheet for
shelves. All Complete.
Lockable sliding glass cabinet type Notice board with 12mm
soft board over 12mm plywood and fabric cover. Make: 16
7.40 Notice Board No 0.00 8,000.00 8,800.00 -
gauge Sheet metal, powder coated finish, including 2 nos eye
hooks and stay, all complete.
Fabric curtain (green), colour fast, with curtain ring, hooks
7.50 Curtain and accessories including 25mm dia SS pipe rod support fixed No 0.00 6,000.00 6,600.00 -
to wall, 200 mm above the floor, all complete.
75 mm thick high density foam with grey cotton cloth
7.60 Cusions No 0.00 775.00 852.50 -
covering , (washable) all complete.
Providing and fixing tufted floor carpet (role) wall to wall
7.70 Carpet including appropriate adhesive in ECD room; yeti brand or Sqm 0.00 384.81 423.29 -
equivalent.
Total of Furniture Cost (without VAT) carried over to Summary:- 917,092.00

Furniture Works: Page 65 of 209

 RATE ANALYSIS SUMMARY
SN Items Unit Rate/unit
Site Clearance and grass cutting, root digging, breaking sods, clearing ground and carrying away from
1 m 2
site 11.04
Earthwork excavation(Manual excavation)in Gravel mixed soil in foundation including stacking the soil
2 1 m from the edge of the foundation and 30m hauling distance and 3m lift all complete as per m3 454.85
instruction by site engineer.
Earthwork excavation(Using hydraulic excavator)in Gravel mixed soil in foundation including stacking
3 the soil 4 m from the edge of the foundation and 30m hauling distance and 3m lift all complete as m3 73.46
per instruction by site engineer.
4 Earthwork in filling by laying 15-15 cm layer soil with spraying water and compacted by labour m3 277.73
Dry stone soling with sand foundation/floor including sand filling in joint levelling ramming to level
5 m3 12263.16
including sand filling joints.
6 Filling with sand, water spraying and compaction including transportation from 10m distance. m3 9913.07
7 Single layer of 500 gauge polythene sheet m 2
120.15

8 Providing and laying first class local made brick in foundation in cement mortar ( 1 : 6 ) ,including m3
material and transportation up to 30m 17784.70
Good quality local chimney made Brickwork in 1:4 C/S mortar above ground floor in perfect line level
9 finished including wetting the bricks,racking the joints and curing the work for at least 7 days all m3
complete. 17954.46
10 110 mm ( Half Brick ) Thick chimney Fired brick works in cement mortar( 1 : 4 ). (per 10 sq.m.) m 2
2084.22
Providing and Laying Rubble masonry works including supply of hard stone blocks, preparing cement
11 m3 18871.25
mortar (1:6) and construction of wall upto 5 m high (Haulage distance up to 10 m)
P.C.C. in 1:3:6 (M10)work for levelling in ground with approved quality of cement and sand and
12 crushed stone aggregate including mixing,laying,curing etc all as per instruction and specification all m3 21844.43
complete.
P.C.C. in 1:2:4 (M15)work for levelling in ground with approved quality of cement and sand and
13 crushed stone aggregate including mixing,laying,curing etc all as per instruction and specification all m3 24524.56
complete.
P.C.C. in 1:1.5:3 (M20) work for levelling in ground with approved quality of cement and sand and
14 crushed stone aggregate including mixing,laying,curing etc all as per instruction and specification all m3 28064.85
complete.
15 19mm ply formwork for beam,column,slab,staircase,lintel,sill etc. m2 1270.11
Cutting, bending & placing of reinforcement bars in position as shown in the drawings and binding by
16 Kg 123.92
GI wire for RCC works with 30 m lead all complete
17 38 mm PCC(1:2:4) with punning m2 1094.33
18 50 mm PCC(1:2:4) with punning m2 1385.91
19 3mm thick 1:1 CS punning m 2
324.62
20 Glazed tile in 1:4 C/S mortar m2 3141.01
21 Unglazed tile in 1:4 C/s mortar m2 2801.86
22 12.5 mm thick plastering for levelling surface,1:3 cement sand mortar on ceiling m 2
539.78
23 12.5 mm thick plastering for levelling surface,1:4 cement sand mortar other than ceiling m2 481.82
24 20 mm thick plastering for levelling surface,1:4 cement sand mortar on outer side m 2
665.68
25 3/4" thick Panipatti in 1:3 C/S mortar rm 285.14
26 Neat cement skirting rm 109.43
27 Salwood frame m3 285801.47
Supplying and fitting Ready made Teak wood Doors, special (Seasoned and Poisoned treated ,one
28 m2 9301.96
side teak) with all neccessary hardware all complete.
Supplying and fitting Ready made Teak wood Doors,ordinary (Seasoned and Poisoned treated ,one
29 m2 9403.42
side teak and other side water proof ply fitting) with all neccessary hardware all complete.
30 Metal window m2 9074.28
31 Two coat distemper paint with one coat primer m2 143.27
2 coats of weather coat of approved colour with one coat primer to give uniform coloring after
32 m2 244.69
rendering the surface on wall,column etc over properly cleaned surface all complete.
33 3 coats of chapra polish m2 140.44
2 coats of ready made enamel paint of approved colour over 1 coats of primer Painting over properly
34 m2 264.25
sanded wooden surface all complete.
Supply , weilding & fabricating MS pipe railing with redoxide paint all complete as per specification
35 Kg 136.95
and instruction.

Radhika S.S Page66of209 Civil rate summary

 SN Items Unit Rate/unit
Supply,fitting and fixing of MS grill made in 4.5mm X 20mm size MS patti frame with 12mm X 12mm
36 solid core square rod grill with sandpapering and prime coat all complete as per instruction of site m2 3055.26
incharge
Supplying and Installation of Gypsum board False Ceiling with GI framing and all accessories
37 m2 1412.20
complete
38 Providing and laying 0.5 mm thick CGI sheet m2 1369.79
39 Providing materials and constructing 2ft wide ridge from 0.5mm plain GI sheet and also fixing m 883.28
Providing and fixing tubular roof trusses with rafters, purlins, wind ties, brackets etc., made with
40 Kg 156.04
medium class mild steel tubes and mild steel sections
41 Cement board (8 mm thick) partation m 2
3156.98
42 Eaves Board Kg 232.91
Elastocrete cementitious elastometric water proofing coating 2 components capacity per kg 6 sq.ft 2
43 m2 659.65
coat including supply and applying all complete work
44 Plinth protection work rm 6625.43
45 16 gauge MS gate m2 3686.21
46 Chain Link Fence m 2
2038.99
47 Gravel compaction m 3
4024.54
48 Demolition of walls with mud mortar and removing the material at a distance of 10m m 3
853.78

49 Demolition of roof of CGI sheet with wooden truss and removing the material at a distance of 10m m 2
44.49
50 Demolition of TLC and removing the material at a distance of 10m m2 113.71

Radhika S.S Page67of209 Civil rate summary

 Analysis of Rate
1 Site Clearance and grass cutting, root digging, breaking sods, clearing ground and carrying Unit: 1 m2
away from site Description Amount
S. N. Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Unskilled MD 0.02 480.00 9.60
B Material
Nil
C Equipment
D Subtotal (A+B+C) 9.60
E Contractor's Overhead@ 15% 0f(D) 1.44
Total(D+E) 11.04
Rate per 1 m2 11.04

Earthwork excavation (Manual excavation) in Gravel mixed soil in foundation including stacking
2 the soil 1 m from the edge of the foundation and 30m hauling distance and 3m lift all Unit: 1 m3
complete as per instruction by site engineer. Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Unskilled MD 0.80 480.00 384.00
B Material
Nil
C Equipment
@ 3% of (A) LS 1.00 11.52
D Subtotal (A+B+C) 395.52
E Contractor's Overhead@ 15% 0f(D) 59.33
Total(D+E) 454.85
Rate per 1 m3 454.85

Earthwork excavation in all type of soil using hydraulic excavation (capacity 0.8 m3) all
3 complete as per instruction by site engineer. Unit: 1 m3
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Unskilled MD 480.00
B Material
Diesel Lt 0.15 77.50 11.63
C Equipment
Hydraulic Excavator m3 0.0125 4180.00 52.25
D Subtotal (A+B+C) 63.88
E Contractor's Overhead@ 15% 0f(D) 9.58
Total(D+E) 73.46
Rate per 1 m3 73.46

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 0.50 480.00 240.00
B Material
water ltr 5.00 0.30 1.50
C Equipment
D Subtotal (A+B+C) 241.50
E Contractor's Overhead@ 15% 0f(D) 36.23
Total(D+E) 277.73
Rate per 1 m3 277.73

Dry stone soling with sand foundation/floor including sand filling in joint levelling ramming to
5 Unit: 1 m3
level including sand filling joints.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 680.00
Unskilled MD 1.50 480.00 720.00
B Material
Stone m3 1.00 8437.70 8437.70
River Sand m3 0.20 7529.60 1505.92
C Equipment
Nil

Radhika S.S Page68of209 Rate Analysis

 D Subtotal (A+B+C) 10663.62
E Contractor's Overhead@ 15% 0f(D) 1599.54
Total(D+E) 12263.16
Rate per 1 m2 12263.16

6 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 0.70 480.00 336.00
B. Material:
Sand m3 1.10 7529.60 8282.56
water lit. 5.00 0.30 1.50
C. Subtotal (A+B) 8620.06
D. Contractor's Overhead @ 15% of (C) 1293.01
Total (C+D) 9913.07
\ Rate per m3 9913.07

Supplying and laying 500micron tear proof good quality polythene above the compacted
7 Unit: 10 m2
boulder stone.
S. N. Description Unit Quantity Rate (NRs.) Amount (NRs.) Remarks
A Labour
Skilled MD 0.60 680.00 408.00
Unskilled MD 0.60 480.00 288.00
B Material
500 Micron Polythene Sheet m2 11.00 31.71 348.81
D Subtotal (A+B+C) 1044.81
E Contractor's Overhead@ 15% 0f(D) 156.72
= Total(D+E) 1201.53
Rate per m2 120.15

First class local chimney made Brickwork in 1:6 C/S mortar on ground floor in perfect line level
8 finished including wetting the bricks,racking the joints and curing the work for at least 7 days Unit:1m3
all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.50 680.00 1020.00
Unskilled MD 2.20 480.00 1056.00
Unskilled MD 0.20 480.00 96.00
B Material
Cement MT 0.07 1399.98 98.00
Sand m3 0.30 7529.60 2258.88
Brick Nos 560.00 19.47 10903.20
water ltr 100.00 0.30 30.00
C Equipment
3% of A LS 1.00 2.88
D Subtotal (A+B+C) 15464.96
E Contractor's Overhead @15% of (D) 2319.74
Total(D+E) 17784.70
Rate per 1 m3 17784.70

First class local chimney made Brickwork in 1:4 C/S mortar above ground floor in perfect line
9 level finished including wetting the bricks,racking the joints and curing the work for at least 7 Unit:1m3
days all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.50 680.00 1020.00
Unskilled MD 2.20 480.00 1056.00
Unskilled MD 0.70 480.00 336.00
B Material
Cement MT 0.10 1399.98 140.00
Sand m3 0.28 7529.60 2108.29
Brick Nos 560.00 19.47 10903.20
water ltr 130.00 0.30 39.00
C Equipment
3% of A LS 1.00 10.08
D Subtotal (A+B+C) 15612.57
E Contractor's Overhead @15% of (D) 2341.89
Total(D+E) 17954.46

Radhika S.S Page69of209 Rate Analysis

 Rate per 1 m3 17954.46

10 110 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 1.90 680.00 1292.00
Unskilled MD 2.60 480.00 1248.00
B Material
Cement MT 0.11 1399.98 154.00
Sand m3 0.30 7529.60 2258.88
Brick Nos 673.00 19.47 13103.31
Water ltr 100.00 0.30 30.00
C Equipment
3% of A LS 1.00 37.44
D Subtotal (A+B+C) 18123.63
E Contractor's Overhead @15% of (D) 2718.54
Total(D+E) 20842.17
Rate per 1 m2 2084.22

11 Providing and Laying Rubble masonry works including supply of hard stone blocks, preparing Unit:1m3
cement mortar (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 1.50 680.00 1020.00
Unskilled MD 5.00 480.00 2400.00
B Material
Cement MT 0.106 1399.98 148.40
Sand m3 0.47 7529.60 3538.91
Block stone m3 1.00 8437.70 8437.70
Bond stone m3 0.10 8437.70 843.77
water ltr 70.00 0.30 21.00
C Equipment

D Subtotal (A+B+C) 16409.78

E Contractor's Overhead @15% of (D) 2461.47
Total(D+E) 18871.25
Rate per 1 m3 18871.25

P.C.C. in 1:3:6 (M10)work for levelling in ground with approved quality of cement and sand and
12 crushed stone aggregate including mixing,laying,curing etc all as per instruction and Unit: 1 m3
specification all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.00 680.00 680.00
Unskilled MD 4.00 480.00 1920.00
B Material
Cement MT 0.22 27999.60 6159.91
River Sand m3 0.47 7529.60 3538.91
Crushed agg.40mm down m3 0.65 7429.60 4829.24
Crushed agg.20mm down m 3
0.24 7629.60 1831.10
water ltr 120.00 0.30 36.00
C Equipment
Nil
D Subtotal (A+B+C) 18995.16
E Contractor's Overhead@ 15% 0f(D) 2849.27
Total(D+E+F) 21844.43

P.C.C. in 1:2:4 (M15)work for levelling in ground with approved quality of cement and sand and
13 crushed stone aggregate including mixing,laying,curing etc all as per instruction and Unit: 1 m3
specification all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.00 680.00 680.00
Unskilled MD 4.00 480.00 1920.00

Radhika S.S Page70of209 Rate Analysis

 B Material
Cement MT 0.32 27999.60 8959.87
River Sand m3 0.445 7529.60 3350.67
Crushed agg.40mm down m3 0.52 7429.60 3863.39
Crushed agg.20mm down m3 0.22 7629.60 1678.51
Crushed agg.10mm down m 3
0.11 7529.60 828.26
water ltr 150.00 0.30 45.00
C Equipment
Nil
D Subtotal (A+B+C) 21325.70
E Contractor's Overhead@ 15% 0f(D) 3198.86
Total(D+E) 24524.56

P.C.C. in 1:1.5:3 (M20) work for levelling in ground with approved quality of cement and sand
14 and crushed stone aggregate including mixing,laying,curing etc all as per instruction and Unit: 1 m3
specification all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 0.50 680.00 340.00
Unskilled MD 3.50 480.00 1680.00
B Material
Cement MT 0.40 27999.60 11199.84
River Sand m3 0.425 7529.60 3200.08
Crushed agg.20mm down m3 0.57 7629.60 4348.87
Crushed agg.10mm down m3 0.29 7529.60 2183.58
Water ltr 200.00 0.30 60.00
Diesel ltr 3.00 77.50 232.50
Petrol ltr 0.10 101.50 10.15
C Equipment
Vibrator Hrs 0.25 96.80 24.20
Mixer Hrs 0.60 1875.00 1125.00
D Subtotal (A+B+C) 24404.22
E Contractor's Overhead@ 15% 0f(D) 3660.63
Total(D+E) 28064.85

Unit: 100
15 Plywood formworks with steel adjustable pipe props for floor and slab
Amount m2
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 17.20 680.00 11696.00
Unskilled md 25.70 480.00 12336.00
B. Material:
19mm board m2 16.50 1596.00 26334.00 use for 6
Local wood m3 0.232 80096.28 18582.34 times
Iron pipes (NMB50-M) No. 4.40 84.09 370.00
Iron nails Kg 25.00 94.80 2370.00
C. Equipment:
@ 3% of (A) LS 720.96
D. Subtotal (A+B+C) 72409.30
E. Contractor's Overhead @ 15% of (D) 10861.40
Total (D+E) 83270.70
\ Rate per 1 sq m 832.71

19mm plywood formworks for beam including materials and removing with transpotation upto
16 Unit: 10 m2
30m.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 2.67 680.00 1815.60
Unskilled md 4.00 480.00 1920.00
B. Material:
ply board m2 1.65 1596.00 2633.40
local wood cum 0.039 80096.28 3123.75
steel prop no. 0.40 2429.10 971.64
nails Kg 2.50 94.80 237.00
C. Subtotal (A+B) 10701.39
D. Contractor's Overhead @ 15% of (C) 1605.21
Total (C+D) 12306.60

Radhika S.S Page71of209 Rate Analysis

 \ Rate per 1 sq m 1230.66

19mm plywood formworks for column including materials,erection,nailing, removing with Unit: 4.20
17
transpotation upto 30m.(formwork on 2m dia column) m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 1.574 680.00 1070.32
Unskilled md 2.361 480.00 1133.28
B. Material:
ply board m2 0.6930 1596.00 1106.03
local wood cum 0.019 80096.28 1521.83
steel prop no. 0.54 2429.10 1311.71
nails Kg 2.50 94.80 237.00
C. Subtotal (A+B) 6380.17
D. Contractor's Overhead @ 15% of (C) 957.03
Total (C+D) 7337.20
\ Rate per 1 sq m 1746.95

18 Mean Rate of formwork

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
Qty.Column / Shear Wall 1746.95
Qty.Beam 1230.66
Qty. slab 832.71
Total 3810.32
Mean rate of formwork per sq.m 1270.11

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
19 Unit: 1 Kg
binding by GI wire for RCC works with 30 m lead all complete
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 0.012 680.00 8.16
Unskilled md 0.012 480.00 5.76
B. Material:
Reinforcement bar (Fe 500) Kg 1.05 88.04 92.44
Binding wire Kg 0.01 97.80 0.98
C. Equipment:
@ 3% of (A) LS 0.42
D. Subtotal (A+B+C) 107.76
E. Contractor's Overhead @ 15% of (D) 16.16
Total (D+E) 123.92
\ Rate per 1 Kg 123.92

20 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 1.25 680.00 850.00
Unskilled MD 2.00 480.00 960.00
B Material
Cement MT 0.13 27999.60 3639.95
Sand m3 0.18 7529.60 1355.33
Aggregate m 3
0.36 7529.60 2710.66
C Equipment
Nil
D Subtotal (A+B+C) 9515.94
E Contractor's Overhead @15% of (D) 1427.39
Total(D+E) 10943.33

Rate per 1 m2 1094.33

21 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.)

Radhika S.S Page72of209 Rate Analysis

 A Labour
Skilled MD 1.25 680.00 850.00
Unskilled MD 2.50 480.00 1200.00
B Material
Cement MT 0.17 27999.60 4759.93
Sand m3 0.23 7529.60 1731.81
20mm Aggregate m 3
0.46 7629.60 3509.62
C Equipment
Nil
D Subtotal (A+B+C) 12051.36
E Contractor's Overhead @15% of (D) 1807.70
Total(D+E) 13859.06
Rate per 1 m2 1385.91

22 3mm thick 1:1 cement sand punning Unit:100 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 10.00 680.00 6800.00
Unskilled MD 10.00 480.00 4800.00
B Material
Cement MT 0.532 27999.60 14895.79
Sand m3 0.23 7529.60 1731.81
C Equipment
Nil
D Subtotal (A+B+C) 28227.60
E Contractor's Overhead @15% of (D) 4234.14
Total(D+E) 32461.74
Rate per 1 m2 324.62

Providing and laying 6mm porcelain glazed tiles on walls and floor of approved colored laid
Unit: 10 sq
23 with cement sand mortar(1:4) finished with white cement including polishing all complete as
m
per specification and instruction of site engineer
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 13.00 680.00 8840.00
Unskilled md 4.50 480.00 2160.00
B. Material:
Cement mt. 0.056 27999.60 1567.98
Sand cu.m. 0.152 7529.60 1144.50
White Cement kg 3.228 52.25 168.66
Porcelain glazed tile sq.m. 11.00 1221.09 13431.99

D. Subtotal (A+B+C) 27313.13

E. Contractor's Overhead @ 15% of (D) 4096.97
Total (D+E) 31410.10
\ Rate per 1 sq m 3141.01

Providing and laying 6mm porcelain non glazed tiles on walls and floor of approved colored laid
Unit: 10 sq
24 with cement sand mortar(1:4) finished with white cement including polishing all complete as
m
per specification and instruction of site engineer
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 13.00 680.00 8840.00
Unskilled md 4.50 480.00 2160.00
B. Material:
Cement mt. 0.056 27999.60 1567.98
Sand cu.m. 0.152 7529.60 1144.50
White Cement mt 3.228 52.25 168.66
Porcelain non glazed tile sq.m. 11.00 952.99 10482.89

D. Subtotal (A+B+C) 24364.03

E. Contractor's Overhead @ 15% of (D) 3654.60
Total (D+E) 28018.63
\ Rate per 1 sq m 2801.86

Radhika S.S Page73of209 Rate Analysis

 25 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 15.00 680.00 10200.00
Unskilled MD 20.00 480.00 9600.00
B Material
Cement MT 0.625 27999.60 17499.75
Sand m3 1.28 7529.60 9637.89
C Equipment
Nil
D Subtotal (A+B+C) 46937.64
E Contractor's Overhead @15% of (D) 7040.65
Total(D+E) 53978.29
Rate per 1 m2 539.78

26 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 12.00 680.00 8160.00
Unskilled MD 16.00 480.00 7680.00
B Material
Cement MT 0.538 27999.60 15063.78
Sand m3 1.46 7529.60 10993.22
C Equipment
Nil
D Subtotal (A+B+C) 41897.00
E Contractor's Overhead @15% of (D) 6284.55
Total(D+E) 48181.55
Rate per 1 m2 481.82

27 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 14.00 680.00 9520.00
Unskilled MD 19.00 480.00 9120.00
B Material
Cement MT 0.81 27999.60 22679.68
Sand m3 2.20 7529.60 16565.12
C Equipment
Nil
D Subtotal (A+B+C) 57884.80
E Contractor's Overhead @15% of (D) 8682.72
Total(D+E) 66567.52
Rate per 1 m2 665.68

28 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 0.025 680.00 17.00
Unskilled MD 0.01 480.00 4.80
B Material
Cement MT 0.007 27999.60 196.00
Sand m3 0.004 7529.60 30.12
Water proofing lit 0.0001 275.00 0.03
D Subtotal (A+B) 247.95
E Contractor's Overhead @15% of (D) 37.19
Total(D+E) 285.14
Rate per 1rm 285.14

29 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 95.16 95.16

Subtotal (A) 95.16
Contractor's Overhead @15% of (D) 14.27

Radhika S.S Page74of209 Rate Analysis

 Total(D+E) 109.43
Rate per 1 rm 109.43

30 Salwood Door and Window frame Unit: 1 cu.m

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour
Skilled MD 34.00 680.00 23120.00
Unskilled MD 3.40 480.00 1632.00
B. Material:
Agrakh wood cu.m 1.10 201238.60 221362.46
Holdfast Nos 92.00 15.92 1464.64
Screw Nails Nos 184.00 5.13 943.92
Subtotal 248523.02
C. Contractor's Overhead @ 15% of (C) 37278.45
Total (C+D) 285801.47
\ Rate per cum. 285801.47

Supplying and fitting ready made Teak wood doors,special (Seasoned and Poisoned treated one
31 Unit:sqm
side teak) with all necessary hardware all complete.
Amount
S. N. Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 1.61 680.00 1094.80
Unskilled MD 0.161 480.00 77.28
B Material
Readymade teak wood m2 1.10 2668.48 2935.33
Wooden listy r.m. 7.434 404.22 3004.97
Gum L.S. 20.00
100mm Hinge Nos 3.00 30.56 91.68
150mm tower bolt Nos 2.00 56.28 112.56
Mortis lock(Ordinary) Nos 1.00 732.04 732.04
Screw nail L.S. 20.00
D Subtotal (A+B+C) 8088.66
E Contractor's Overhead @15% of (D) 1213.30
Total(D+E) 9301.96
Rate per 1 m2 9301.96

Supplying and fitting ready made Teak wood doors,special (Seasoned and Poisoned treated one
32 Unit:sq.m
side teak,and 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 1.61 680.00 1094.80
Unskilled MD 0.161 480.00 77.28
B Material
Readymade teak wood sq.m 1.00 3023.56 3023.56
Wooden listy rm 7.434 404.22 3004.97
Gum L.S. 20.00
100mm Hinge Nos 3.00 30.56 91.68
150mm tower bolt Nos 2.00 56.28 112.56
Mortis lock Nos 1.00 732.04 732.04
Screw nail L.S. 20.00
D Subtotal (A+B+C) 8176.89
E Contractor's Overhead @15% of (D) 1226.53
Total(D+E) 9403.42
Rate per 1 m2 9403.42

33 Metal Window Unit: 1 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Material:
Window m2 1.00 7890.68 7890.68
C. Subtotal 7890.68
D. Contractor's Overhead @ 15% of (C) 1183.60
Total (C+D) 9074.28
\ Rate per m. 9074.28

Radhika S.S Page75of209 Rate Analysis

 Colouring with Two coats distemper paint with one coat primer to give uniform colouring after
34 rendering the surface on wall,ceiling,column,beam,etc as per specification and instruction all Unit:100 m2
complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 5.80 680.00 3944.00
Unskilled MD 5.80 480.00 2784.00
B Material
Washable distemper LT 16.00 217.09 3473.44
Primer LT 8.00 282.09 2256.72
C Equipment
Nil
D Subtotal (A+B+C) 12458.16
E Contractor's Overhead @15% of (D) 1868.72
Total(D+E) 14326.88
Rate per 100 m2 14326.88
Rate per 1 m2 143.27

2 coats of apex paint (weather coat) of approved colour with one coat primer to give uniform
35 coloring after rendering the surface on wall,column etc over properly cleaned surface all Unit:100 m2
complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 5.80 680.00 3944.00
Unskilled MD 5.80 480.00 2784.00
B Material
Apex paint LT 16.00 768.31 12292.96
Primer LT 8.00 282.09 2256.72
C Equipment
Nil
D Subtotal (A+B+C) 21277.68
E Contractor's Overhead @15% of (D) 3191.65
Total(D+E) 24469.33
Rate per 100 m2 24469.33
Rate per 1 m2 244.69

36 Readymade chapra polish application work. Unit:100 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 10.00 680.00 6800.00
Unskilled MD 5.00 480.00 2400.00
B Material
chapra kg 2.00 916.00 1832.00
spirit LT 10.00 118.00 1180.00
C Equipment
Nil
D Subtotal (A+B+C) 12212.00
E Contractor's Overhead @15% of (D) 1831.80
Total(D+E) 14043.80
Rate per 100 m2 14043.80
Rate per 1 m2 140.44

2 coats of ready made enamel paint of approved colour over 1 coats of primer Painting over
37 Unit:100 m2
properly sanded wooden surface all complete.
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 12.00 680.00 8160.00
Unskilled MD 8.00 480.00 3840.00
B Material
Primer LT 8.10 282.09 2284.93
Enamel paint LT 16.00 543.31 8692.96
C Equipment
Nil
D Subtotal (A+B+C) 22977.89
E Contractor's Overhead @15% of (D) 3446.68
Total(D+E) 26424.57

Radhika S.S Page76of209 Rate Analysis

 Rate per 100 m2 26424.57
Rate per 1 m 2
264.25

38 Providing & fixing of MS grill with sanded and one coat red oxide Unit: 1 kg
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md
Unskilled md
B. Material:
all types of black pipes making and fixing kg 1.00 119.09 119.09
primer paint LS
C. Equipment:
@ 3% of (A) LS
D. Subtotal (A+B+C) 119.09
E. Contractor's Overhead @ 15% of (D) 17.86
Total (D+E) 136.95
\ Rate per 1 kg 136.95

Supply,fitting and fixing of MS grill made in 4.5mm X 20mm size MS patti frame with 12mm X
Unit: 10
39 12mm solid core square rod grill with sandpapering and prime coat all complete as per
sqm
instruction of site incharge
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 0.70 680.00 476.00
Unskilled md 0.60 480.00 288.00

A. Material:
4.5mm X 20mm size MS patti frame kg 28.24 144.09 4069.10
Making and fixing 12mm X 12mm solid core 21734.35
kg 215.00 101.09
square rod grill

C. Subtotal 26567.45
D. Contractor's Overhead @ 15% of (C) 3985.12
Total (C+D) 30552.57
\ Rate per sq. m. 3055.26

Supplying and Installation of Gypsum board False Ceiling with GI framing and all accessories
40 Unit: 1 m2
complete as per 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
A. Sq.m 1.00 1228.00 1228.00
including all necessary material
B. Subtotal 1228.00
C, Contractor's Overhead @ 15% of (D) 184.20
Total (B+D) 1412.20
\ Rate per m2 1412.20

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

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 1.10 680.00 748.00
Unskilled md 1.25 480.00 600.00
B. Material:
CGI sheet 24 gaze (0.5 mm) m2 12.00 769.12 9229.44
8 mm nut bolt nos. 30.00 28.89 866.70
J hook nos. 25.00 10.18 254.50
Bitumen washer nos. 55.00 3.13 172.15
C. Equipment:
@ 3% of (A) LS 40.44
D. Subtotal (A+B+C) 11911.23
E. Contractor's Overhead @ 15% of (D) 1786.68
Total (D+E) 13697.91
\ Rate per 1 m2 1369.79

42 Providing materials and constructing 2ft wide ridge from 0.5mm plain GI sheet and also fixing Unit:10 rm

Radhika S.S Page77of209 Rate Analysis

 Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 2.00 680.00 1360.00
Unskilled md 3.00 480.00 1440.00
B. Material:
Coloured Plain sheet (0.5 mm) RM 12.00 400.89 4810.68
8 mm nut bolt LS 70.00
C. Equipment:

D. Subtotal (A+B+C) 7680.68

E. Contractor's Overhead @ 15% of (D) 1152.10
Total (D+E) 8832.78
\ Rate per 1 rm 883.28
Per m2 1472.13

Unit: 18.94
43 Providing & fixing of MS truss with one coat red oxide
Amount kg
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 0.687 680.00 467.16
Unskilled md 0.781 480.00 374.88
B. Material:
all types of black pipes making and fixing kg 18.94 84.09 1592.66
primer paint LS 110.00
C. Equipment:
@ 3% of (A) LS 25.26
D. Subtotal (A+B+C) 2569.96
E. Contractor's Overhead @ 15% of (D) 385.49
Total (D+E) 2955.45
\ Rate per 1 kg 156.04

44 Cement board (8 mm thick) partation Unit: 12 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Fixing charge md 12.00 735.00 8820.00

B. Material:
Cement Board Sq.m 27.00 460.29 12427.83
Fixture R.m 15.40 450.00 6930.00
Joint Filling R.m 36.00 125.00 4500.00
C. Equipment:
@ 3% of (A) LS 264.60
D. Subtotal (A+B+C) 32942.43
E. Contractor's Overhead @ 15% of (D) 4941.36
Total (D+E) 37883.79
\ Rate per m2 3156.98

45 GI Fascia ( eaves) Unit: 10 m2

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 1.10 680.00 748.00
Unskilled md 1.25 480.00 600.00
B. Material:
1.2mm GI folded plate m2 12.00 451.61 5419.32
8 mm nut bolt nos. 30.00 28.89 866.70
J hook nos. 25.00 10.18 254.50
Bitumen washer nos. 55.00 3.13 172.15
C. Equipment:
@ 3% of (A) LS 40.44
D. Subtotal (A+B+C) 8101.11
E. Contractor's Overhead @ 15% of (D) 1215.17
Total (D+E) 9316.28
\ Rate per 1 m2 931.63
\ Rate per 1 Kg 232.91

Radhika S.S Page78of209 Rate Analysis

 Elastocrete cementitious elastometric water proofing coating 2 components capacity per kg 6
46 sq.ft 2 coat including supply and applying all complete work as per drawing, specification and Unit: 10 m2
direction of the engineer .
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
Elastocrete cementitious elastometric water (NRs.)
proofing coating 2 components capacity per kg 6
sq.ft 2 coat m2 1.00 573.61 573.61
D Subtotal (A+B+C) 573.61
E Contractor's Overhead@ 15% 0f(D) 86.04
= Rate per m2 659.65

47 Plinth Protection works Unit: 1 rm

Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A. Labour:
Skilled md 1.00 680.00 680.00
=

Radhika S.S Page79of209 Rate Analysis

 A.

Unskilled = md 1.00 480.00 480.00

B. Material:
Stone Soling m3 0.09 10663.62 959.73
PCC M10 m3 0.09 18995.16 1709.56
stone masonary work (1:6) m3 0.0575 16409.78 943.56
Plaster m2 0.90 418.97 377.07
Punning m2 0.90 282.28 254.05
Metal Grating Kg 3.00 119.09 357.27
C. Equipment:
@ 3% of (A) LS
D. Subtotal (A+B+C) 5761.24
E. Contractor's Overhead @ 15% of (D) 864.19
Total (D+E) 6625.43
\ Rate per 1 rm 6625.43

Providing and fixing mild steel angle (bracing), 50*50*5mm ,16 gauge MS sheets and mild steel
Unit: 10
48 sqaure pipes treated with one coats of primer and two coats of enamel paint, all complete as
sq.m
detailed in drawing, 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 3205.40 32054.00
C. Subtotal 32054.00
D. Contractor's Overhead @ 15% of (C) 4808.10
Total (C+D) 36862.10
\ Rate per sq. m. 3686.21

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
=
and at every change in direction more than 15 degree and at end and corner post, 40x40x4 mm
49 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.) Remarks
(NRs.)
Skilled 7.00 No. 680.00 4760.00
Labour
Unskilled 5.00 No. 480.00 2400.00 7160.00
40*40*4 angle frame 48.40 Kg 87.00 4210.80
50*50*5 angle frame 38.48 Kg 87.00 3347.76
40*40*3 angle frame 2.70 Kg 87.00 234.90
10 S.W.G.G. I. Chain Link of size 2"x2" wire mess 15.00 Sqm 517.00 7755.00 15548.46
Fabrication 15% 2332.27
10% for transportation 1554.85
Actual rate 26595.58
per 1 Sqm 15% overhead 3989.33
30584.91 2038.99 Total 30584.91
15

50 Providing,Laying,Spreading,Watering,Levelling and Compaction of Natural Sand Gravel in Unit: 10 m2

Foundation as per Standard Specification lead upto 10m
Amount
S. N. Description Unit Quantity Rate (NRs.)
(NRs.)
A. Labour:
Skilled md 0.33 680.00 224.40
Unskilled md 1.65 480.00 792.00
B. Material:
Sub-base Aggregate m3 1.28 1940.00 2483.20
Subtotal (A+B+C) 3499.60
Contractor's Overhead @ 15% of (D) 524.94
Total (D+E) 4024.54
\ Rate per rm 4024.54

Radhika S.S Page80of209 Rate Analysis

 51 Demolition of walls with mud mortar and removing the material at a distance of 10m Unit: 1 m3
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour

MD 1.06 680.00 720.80

B Equipment
@ 3% of (A) LS 21.62
C Subtotal (A+B+C) 742.42
D Contractor's Overhead@ 15% 0f(D) 111.36
Total(D+E) 853.78
Rate per 1 m3 853.78

52 Demolition of roof of sheet with wooden truss removing the material at a distance of 10m Unit: 1 m2
Amount
S. N. Description Unit Quantity Rate (NRs.) Remarks
(NRs.)
A Labour
Skilled MD 0.027 680.00 18.36
Unskilled MD 0.04 480.00 19.20
B Equipment
@ 3% of (A) LS 1.13
C Subtotal (A+B+C) 38.69
D Contractor's Overhead@ 15% 0f(D) 5.80
Total(D+E) 44.49
Rate per 1 m2 44.49

53 Demolition of temporary buildings Unit: 1 sqm

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

MD 0.2 480.0 96.00

B Equipment

@ 3% of (A) LS 2.88

C Subtotal (A+B+C) 98.88

D Contractor's Overhead@ 15% 0f(D) 14.83

Total(D+E) 113.71

Rate per 1 sq m 113.71

Radhika S.S Page81of209 Rate Analysis

 Sanitary Works 2074/75 for Morang

1
I.P W C. COMODE with low level cistern complete set.
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 3 nos 680.00 2,040.00
un skilled 3 nos 480.00 1,440.00 3,480.00
a. Porcelain clay white glaze Indian Pattern
Comode (Hindware Parryware, bolan or
equivalent ) regular 1 nos 1,825.05 1,825.05
c.10.0 ltr.porcelain clay low level flushing
cistern complete accessories( Internal PVC
materials fittings) 1 nos 4,092.85 4,092.85
c .Bakelite toilet seat cover 1 nos 317.40 317.40
c. 3.2x60 Cm (1 1/4"x24") flushing CP pipe 1 nos 586.50 586.50
d. 1.5x45 CM (½" x18") PVC pipe connector 1 nos 164.45 164.45
e. screw, etc. Ls 40.00 7,026.25
Totall rate 10,506.25
Extra 10% 702.63
Actual Rate 11,208.88
15% contractor overhead 1,681.33
Rate per set Rs. 12890.21 Total (Rs.) 12,890.21

2
580 mm Porcelain clay white glaze Orissa Pan complete set
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 1 nos 680.00 680.00
un skilled 1 nos 480.00 480.00 1,160.00
a. 580 mm Porcelain clay white glaze Orissa
materials Pan 1 nos 1.15 1.15
1.15
Total rate 1,161.15
Extra 10% 0.12
Actual rate 1,161.27
15% contractor overhead 174.19
Rate per set Rs. 1,335.46 Total (Rs.) 1,335.46
3
50x40cm OVAL WASH BASIN with mixer COMPLETE SET

sources Level Qty Unit Rate/unit cost Total Cost

labour skilled 2 nos 680.00 1,360.00
un skilled 2 nos 480.00 960.00 2,320.00
a. 50x40cm Porcelain clay Oval white glaze
Wash basin (Hindware, Parryware, Classica,
cera or equivalent ) regular 1 nos 1,703.15 1,703.15
b. 32 mm pvc bottle trap including 32mm
CP waste coupling with CP chain and rubber
plug etc.
materials 1 nos 547.40 547.40
1.5x45CM (1/2"x18")Pipe Connector 2 nos 164.45 328.90
c. 15 mm CP basin mixer jaquar,Parrtware
or equivalent 1 nos 4,474.65 4,474.65
d. screw etc Ls 40.00 7,094.10
Total Rate 9,414.10
Extra 10% 709.41
Actual rate 10,123.51

Radhika S.S Page82of209 Sanitary rate analysis

 15% contractor overhead 1,518.53
Total (Rs.) 11,642.04
Rate per set Rs. 11642.04

4
Kitchen Sink 37" long stainless steel
sources Level Qty Unit Rate/unit cost Total cost
labour skilled 2 nos 680.00 1,360.00
un skilled 1 nos 480.00 480.00 1,840.00
a. Stainless steel, 19"x16" size Bowl with
materials
drain board. Ordinary type 1 sets 2,661.10 2,661.10
b. Pvc bottle trap with 32mm Dia CP waste
coupling with CP chain and rubber. 1 nos 547.40 547.40
c. ½" dia CP sink cock. 1 nos 1,505.35 1,505.35 4,878.30
1.5x45CM (1/2"x18")Pipe Connector 1 nos 164.45 164.45
e,Zinc Oxide Screw ls
Total Rate 6,718.30
Extra 10% 487.83
Actual rate 7,206.13
15% contractor overhead 1,080.92
Rate per set Rs. 8287.05 Total (Rs.) 8,287.05

5
45*35 cm white glazed squatting plate urinal set
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 2 nos 680.00 1,360.00
un skilled 1 nos 480.00 480.00 1,840.00
materials 45*35 cm white glazed squatting plate urinal s 1 nos 12,121.15 12,121.15
12,121.15
Total rate 13,961.15
Extra 10% 1,212.12
Actual rate 15,173.27
15% contractor overhead 2,275.99
17449.26 Total (Rs.) 17,449.26

6
15mm CP Bib Cock
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80 74.80
materials 15mm CP bib cock 1 nos 13,611.13 13,611.13 13,611.13
Total rate 13,685.93
Extra 10% 1,361.11
Actual rate 15,047.04
15% contractor overhead 2,257.06
Rate per nos Rs. 17304.10 Total (Rs.) 17,304.10

7
15mm Stainless Steel Bib Cock
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80 74.80
materials a. 15mm Stainless Steel bib cock 1 nos 5,088.75 4,425.00 4,425.00
Total rate 4,499.80

Radhika S.S Page83of209 Sanitary rate analysis

 Extra 10% 442.50
Actual rate 4,942.30
15% contractor overhead 741.35
Rate per nos Rs. 5683.65 Total (Rs.) 5,683.65

8
15mm Auto closing Bib Cock with aerator
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80 74.80
materials a. 15mm Auto closing bib cock with aerator 1 nos 26,121.15 26,121.15 26,121.15
Total rate 26,195.95
Extra 10% 2,612.12
Actual rate 28,808.07
15% contractor overhead 4,321.21
Rate per nos Rs. 33129.28 Total (Rs.) 33,129.28

9
15mm Urinal Auto closing Valve with built in control cock
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80 74.80
materials a. 15mm Urinal Auto closing valve with 1 nos 3,098.10 3,098.10 3,098.10
built - in control cock
Total rate 3,172.90
Extra 10% 309.81
Actual rate 3,482.71
15% contractor overhead 522.41
Rate per nos Rs. 4005.12 Total (Rs.) 4,005.12

10
C.P. 15mm Angle valve
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80 74.80
materials a. 15mm fancy type angle valve 1 nos 12,441.15 12,441.15 12,441.15
Total rate 12,515.95
Extra 10% 1,244.12
Actual rate 13,760.07
15% contractor overhead 2,064.01
Rate per nos Rs. 15824.08 Total (Rs.) 15,824.08

11
15mm two way angle valve
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80 74.80
materials a. 15mm two way angle valve 1 nos 11,571.15 11,571.15 11,571.15
Total rate 11,645.95
Extra 10% 1,157.12
Actual rate 12,803.07
15% contractor overhead 1,920.46
Rate per nos Rs. 14723.53 Total (Rs.) 14,723.53

12

Radhika S.S Page84of209 Sanitary rate analysis

 1.5cm C.P. Water Spray
sources Level Qty Unit Rate/unit cost Total cost
labour skilled 0.25 nos 680.00 170.00
un skilled 0.17 nos 480.00 81.60 251.60
a.Water spray (Health faucet) with 1.2 m.
materials
long flexible pipe. 1 sets 1,317.90 1,317.90 1,317.90
Total rate 1,569.50
Extra 10% 131.79
Actual rate 1,701.29
15% contractor overhead 255.19
Rate per No Rs. 1956.48 Total (Rs.) 1,956.48

13
CHROME PLATE TOILET PAPER HOLDER
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80 74.80
materials a.Chrome plate toilet paper holder 1 nos 1,068.35 1,068.35
b.Zink oxide screw etc. Ls 40.00 1,108.35
Total rate 1,183.15
Extra 10% 110.84
Actual rate 1,293.99
15% contractor overhead 194.10
Rate per nos Rs. 1488.09 Total (Rs.) 1,488.09

14
PVC FLOOR TRAP 11x7.5cm (4" X 2½")
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80
un skilled 0.10 nos 480.00 48.00 122.80
materials Floor Trap 11x7.5cm (4" X 2½") 1 nos 322.00 322.00 322.00
Total rate 444.80
Extra 10% 32.20
Actual rate 477.00
15% contractor overhead 71.55
Rate per nos Rs. 548.55 Total (Rs.) 548.55

15
CP Grab bar European Pattern 300mm long bend type Grohe,Essel or Equivalent
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled(1/9) 0.22 nos 680.00 149.60 149.60
CP Grab bar European Pattern 300mm long
materials bend type Grohe,Essel or Equivalent 1 nos 47,861.15 47,861.15
b. Zink oxide screw etc. Ls 40.00 47,901.15
Total rate 48,050.75
Extra 10% 4,790.12
Actual rate 52,840.87
15% contractor overhead 7,926.13
Rate per nos Rs. 60767.00 Total (Rs.) 60,767.00

16
CHROME PLATE SOAP DISH.
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80 74.80

Radhika S.S Page85of209 Sanitary rate analysis

 materials a.C.P Soap dish 1 nos 586.50 586.50
b.Zink oxide screw etc. Ls 40.00 626.50
Total rate 701.30
Extra 10% 62.65
Actual rate 763.95
15% contractor overhead 114.59
Rate per nos Rs. 878.54 Total (Rs.) 878.54

17
Stainless Steel towel rod 1.5x45cm (½"x18")
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.22 nos 680.00 149.60 149.60
materials a . Stainless Steel Towel rod 1 nos 1,426.00 1,426.00
b. Screws etc. Ls 40.00 1,466.00
Total rate 1,615.60
Extra 10% 146.60
Actual rate 1,762.20
15% contractor overhead 264.33
Rate per nos Rs. 2026.53 Total (Rs.) 2,026.53

18
Looking Mirror Modi guard 450x600mm (18"x 24")
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.33 nos 680.00 224.40 224.40
materials a.Bevelled edge looking mirror 50x40 cm 1 nos 1,677.85 1,677.85
b . Screws Ls 40.00 1,717.85
Total rate 1,942.25
Extra 10% 171.79
Actual rate 2,114.04
15% contractor overhead 317.11
Rate per nos Rs. 2431.15 Total (Rs.) 2,431.15

19
CPVC Pipe SDR 11, 15mm (1/2") CTS
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.01 nos 680.00 6.80
un skilled 0.01 nos 480.00 4.80 11.60
a. 15 mm CPVC Pipe SDR 11 CTS, 28.1
materials kg/cm2 1 Rm 1,331.15 1,331.15
b. Cpvc fittings Ls 100.00
c. Jointing materials (flow guard adesive
soln) Ls 30.00 1,461.15
Total rate 1,472.75
Extra 10% 146.12
Actual rate 1,618.87
15% contractor overhead 242.83
Rate per Rm Rs. 1861.70 Total (Rs.) 1,861.70

20
CPVC Pipe SDR 11, 20mm (3/4") CTS
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.01 nos 680.00 6.80

Radhika S.S Page86of209 Sanitary rate analysis

 un skilled 0.01 nos 480.00 4.80 11.60
a. 20 mm CPVC Pipe SDR 11 CTS, 28.1
materials kg/cm2 1 Rm 204.70 204.70
b. Cpvc fittings Ls 100.00
c. Jointing materials (flow guard adesive soln) Ls 30.00 334.70
Total rate 346.30
Extra 10% 33.47
Actual rate 379.77
15% contractor overhead 56.97
Rate per Rm Rs. 436.74 Total (Rs.) 436.74

21
CPVC Pipe SDR 11, 25mm (1") CTS
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.01 nos 680.00 6.80
un skilled 0.01 nos 480.00 4.80 11.60
a. 25 mm CPVC Pipe SDR 11 CTS, 28.1
materials kg/cm2 1 Rm 285.20 285.20
b. Cpvc fittings Ls 120.00
c. Jointing materials (flow guard adesive soln) Ls 30.00 435.20
Total rate 446.80
Extra 10% 43.52
Actual rate 490.32
15% contractor overhead 73.55
Rate per Rm Rs. 563.87 Total (Rs.) 563.87
22
CPVC Pipe SDR 11 , 32mm (1 1/4") CTS
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.011 nos 680.00 7.48
un skilled 0.019 nos 480.00 9.12 16.60
a. 32 mm CPVC Pipe SDR 11 CTS, 28.1
materials kg/cm2 1 Rm 345.00 345.00
b. Cpvc fittings Ls 120.00
c. Jointing materials (flow guard adesive soln) Ls 30.00 495.00
Total rate 511.60
Extra 10% 49.50
Actual rate 561.10
15% contractor overhead 84.17
Rate per Rm Rs. 645.27 Total (Rs.) 645.27

23
CPVC Pipe SDR 11, 40mm (1 1/2") CTS
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.011 nos 680.00 7.48
un skilled 0.019 nos 480.00 9.12 16.60
a. 40 mm CPVC Pipe SDR 11 CTS, 28.1
materials kg/cm2 1 Rm 62.70 62.70
b. Cpvc fittings Ls 150.00
c. Jointing materials (flow guard adesive soln) Ls 50.00 262.70
Total rate 279.30
Extra 10% 26.27
Actual rate 305.57
15% contractor overhead 45.84
Rate per Rm Rs. 351.41 Total (Rs.) 351.41

Radhika S.S Page87of209 Sanitary rate analysis

 24
CPVC Pipe SDR 11, 50mm (2") CTS
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.011 nos 680.00 7.48
un skilled 0.019 nos 480.00 9.12 16.60
a. 50 mm CPVC Pipe SDR 11 CTS, 28.1
materials kg/cm2 1 Rm 778.55 778.55
b. Cpvc fittings Ls
c. Jointing materials (flow guard adesive soln) Ls 778.55
795.15
77.86
873.01
15% contractor overhead 130.95
Rate per Rm Rs. 1003.96 Total (Rs.) 1,003.96

25
CPVC CTS.15 mm ball Valve( 1/2")
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80
materials a. 15 mm CPVC ball valve, CTS sockets, 1 set 419.75 419.75 494.55
Total rate 494.55
Extra 10% 41.98
Actual rate 536.53
15% contractor overhead 80.48
Rate per Rm Rs. 617.01 Total (Rs.) 617.01

26
CPVC CTS. 20 mm ball Valve( 3/4")
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80
materials a. 20 mm CPVC ball valve, CTS sockets, 1 set 558.90 558.90 633.70
Total rate 633.70
Extra 10% 55.89
Actual rate 689.59
15% contractor overhead 103.44
Rate per Rm Rs. 793.03 Total (Rs.) 793.03

27
CPVC CTS. 25 mm ball Valve (1")
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80
materials a. 25 mm CPVC ball valve, CTS sockets, 1 set 5,881.15 5,881.15 5,955.95
Total rate 5,955.95
Extra 10% 588.12
Actual rate 6,544.07
15% contractor overhead 981.61
Rate per Rm Rs. 7525.68 Total (Rs.) 7,525.68

28
CPVC CTS. 32 mm ball Valve (1 1/4")

Radhika S.S Page88of209 Sanitary rate analysis

 sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80
materials a. 32 mm CPVC ball valve, CTS sockets, 1 set 1,576.65 1,576.65 1,651.45
Total rate 1,651.45
Extra 10% 157.67
Actual rate 1,809.12
15% contractor overhead 271.37
Rate per Rm Rs. 2080.49 Total (Rs.) 2,080.49

29
CPVC CTS. 40 mm ball Valve (1 1/2")
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80
materials a. 40 mm CPVC ball valve, CTS sockets, 1 set 1,889.45 1,889.45 1,964.25
Total rate 1,964.25
Extra 10% 188.95
Actual rate 2,153.20
15% contractor overhead 322.98
Rate per Rm Rs. 2476.18 Total (Rs.) 2,476.18

30
CPVC CTS. 50 mm ball Valve (2")
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80
materials a. 50 mm CPVC ball valve, CTS sockets, 1 set 21,171.15 21,171.15 21,245.95
Total rate 21,245.95
Extra 10% 2,117.12
Actual rate 23,363.07
15% contractor overhead 3,504.46
Rate per Rm Rs. 26867.53 Total (Rs.) 26,867.53

31
G.M 50mm float valve
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.44 nos 680.00 299.20 299.20
materials a.50 mm float valve 1 nos 5,288.85 5,288.85 5,288.85
Total rate 5,588.05
Extra 10% 528.89
Actual rate 6,116.94
15% contractor overhead 917.54
Total (Rs.) 7,034.48

32
1000 litre stainless steel WATER TANK
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 3 nos 680.00 2,040.00
un skilled 4 nos 480.00 1,920.00 3,960.00
a. 1000 liter stainless steel water tank 304
grade steel with Inlet, outlet, over flow,
cleanout hole etc. all compete
materials 1 nos 20,353.85 20,353.85
20,353.85
Total rate 24,313.85
Extra 10% 2,035.39

Radhika S.S Page89of209 Sanitary rate analysis

 Actual rate 26,349.24
15% contractor overhead 3,952.39
Rate per nos Rs. 30301.63 Total (Rs.) 30,301.63

33
2000 litre stainless steel WATER TANK
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 3 nos 680.00 2,040.00
un skilled 6 nos 480.00 2,880.00 4,920.00
a. 2000 liter stainless steel water tank 304
grade steel with Inlet, outlet, over flow,
cleanout hole etc. all compete
materials 1 nos 37,654.45 37,654.45
b.Tanki nipples etc. Ls 185.00 37,839.45
Total rate 42,759.45
Extra 10% 3,783.95
Actual rate 46,543.40
15% contractor overhead 6,981.51
Rate per nos Rs. 53524.91 Total (Rs.) 53,524.91

34
2 H.P. Electrical motor water pump Multi stage, coupled pump (Crompton)
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 4 nos 680.00 2,720.00
un skilled 3 nos 480.00 1,440.00 4,160.00
a.2 H P Electricmotor pump with base plate
materials nuts, bolts etc.set crompton 1 nos 25,975.05 25,975.05
b.Zink oxide screws etc. Ls 40.00 26,015.05
Total rate 30,175.05
Extra 10% 2,601.51
Actual rate 32,776.56
15% contractor overhead 4,916.48
Rate per nos Rs. 37693.04 Total (Rs.) 37,693.04

35
50 mm dia PVC PIPE 6 KG/CM. SQ.
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled(1/18) 0.06 nos 680.00 40.80
un skilled(1/10) 0.10 nos 480.00 48.00 88.80
materials a.50 mm dia. Pvc pipe 1 RM 113.85 113.85
b. Jointing materialsetc. Ls 113.85
Total rate 202.65
Extra 10% 11.39
Actual rate 214.04
15% contractor overhead 32.11
Rate per Rm Rs. 246.15 Total (Rs.) 246.15

36
75 mm dia PVC PIPE 6 KG/CM. SQ
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.11 nos 680.00 74.80

Radhika S.S Page90of209 Sanitary rate analysis

 un skilled 0.11 nos 480.00 52.80 127.60
materials a.75 mm dia. Pvc pipe 1 Rm 255.30 255.30
b. Jointing materialsetc. Ls 25.00 280.30
Total rate 407.90
Extra 10% 28.03
Actual rate 435.93
15% contractor overhead 65.39
Rate per Rm Rs. 501.32 Total (Rs.) 501.32

37
110 mm dia PVC PIPE 6 KG/CM. SQ
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.17 nos 680.00 115.60
un skilled 0.20 nos 480.00 96.00 211.60
materials a.110 m m dia. Pvc pipe 1 Rm 531.30 531.30
b. Jointing material setc. Ls 25.00 556.30
Total rate 767.90
Extra 10% 55.63
Actual rate 823.53
15% contractor overhead 123.53
Rate per nos Rs. 947.06 Total (Rs.) 947.06

38
Motor Starter Switch
sources Level Qty Unit Rate/unit cost Total cost
labour skilled 0.25 nos 680.00 170.00
un skilled 0.17 nos 480.00 81.60 251.60
materials a. Motor Starter Switch (Cromption) 1 nos 3,907.70 3,907.70 3,907.70
Actual rate 4,159.30
15% contractor overhead 623.90
Rate per set Rs. 4783.20 Total (Rs.) 4,783.20

39
G.M. 25mm float valve
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.22 nos 680.00 149.60 149.60
materials G.M. 25mm float valve 1 nos 1,491.55 1,491.55 1,491.55
Actual rate 1,641.15
Extra 10% 149.16
Actual rate 1,790.31
15% contractor overhead 268.55
Rate per nos Rs. 2058.86 Total (Rs.) 2,058.86

40
150 mm RCC hump pipe NP2
For 32 m
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 3 nos 680.00 2,040.00
un skilled 15 nos 480.00 7,200.00 9,240.00
materials a.150 mm RCC hump pipe np2 32 Rm 595.70 19,062.40

Radhika S.S Page91of209 Sanitary rate analysis

 b.150mm RCC collar 13 nos 148.35 1,928.55
c. cement 0.035 mt 27,999.60 979.99
d. sand 0.05 cum 7,529.60 376.48
e. Jute 1.6 kg 50.00 80.00 22,427.42
Total rate 31,667.42
Extra 10% 2,242.74
Actual rate 33,910.16
15% contractor overhead 5,086.52
Rate per Rm Rs. 1218.65 Total (Rs.) 38,996.68

41
200 mm RCC hump pipe NP2
For 32m
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 4 nos 680.00 2,720.00
un skilled 20 nos 480.00 9,600.00 12,320.00
materials a.200 mm RCC hump pipe np2 32 Rm 773.95 24,766.40
b.200mm RCC collar 13 nos 195.50 2,541.50
c. cement 0.052 mt 27,999.60 1,455.98
d. sand 0.08 cum 7,529.60 602.37
e. Jute 2.4 kg 50.00 120.00 29,486.25
Total rate 41,806.25
Extra 10% 2,948.63
Actual rate 44,754.88
15% contractor overhead 6,713.23
Rate per Rm Rs. 1608.38 Total (Rs.) 51,468.11
42
Foldable hinge
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 2 nos 680.00 1,360.00
un skilled 1 nos 480.00 480.00 1,840.00
materials Foldable hinge 1 nos 1,393.80 1,393.80
1,393.80
Total rate 3,233.80
Extra 10% 139.38
Actual rate 3,373.18
15% contractor overhead 505.97
3879.15 Total (Rs.) 3,879.15

43
Euro Guard (Filter)
sources Level Qty Unit Rate/unit cost Total cost
labour skilled 3 nos 680.00 2,040.00
semi skilled 2 nos 480.00 960.00 3,000.00
a. Euro Guard Water purification set (one litre
materials
per minute) 1 sets 18,702.45 18,702.45
b.Jointing material etc Ls 25.00 18,727.45
Total rate 21,727.45
Extra 10% 1,872.75
Actual rate 23,600.20
15% conctractor overhead 3,540.03
27140.23 Total (Rs.) 27,140.23

Radhika S.S Page92of209 Sanitary rate analysis

 44
Pressure Senser Switch
sources Level Qty Unit Rate/unit cost Total cost
labour skilled 0.25 nos 680.00 170.00
semi skilled 0.17 nos 480.00 81.60 251.60
materials a. Pressure Senser Switch (Italian) 1 nos 4,226.25 4,226.25 4,226.25
Total rate 4,477.85
Extra 10% 422.63
Actual rate 4,900.48
15% contractor overhead 735.07
5635.55 Total (Rs.) 5,635.55

45
C I Tank Cover 24"x24" (50Kg) Square (Locking Type)
sources Level Qty Unit Rate/unit cost Total cost
labour skilled 0.33 nos 680.00 224.40 224.40
C I Tank Cover 24"x24" (50Kg) Square
materials 1 nos 11,543.70 11,543.70 11,543.70
(Locking Type)
Total rate 11,768.10
Extra 10% 1,154.37
Actual rate 12,922.47
15% contractor overhead 1,938.37
14860.84 Total (Rs.) 14,860.84

46
5 kg fire extingusher ABC type Minimax, all complete set eversafe or equivalent .
sources Level Qty Unit Rate/unit cost Total cost
labour skilled 1.00 nos 680.00 680.00 680.00
5 kg fire extingusher ABC type Minimax, all
materials complete set eversafe or equivalent . 1 nos 8,199.50 8,199.50 8,199.50
Total rate 8,879.50
Extra 10% 819.95
Actual rate 9,699.45
15% contractor overhead 1,454.91
11154.36 Total (Rs.) 11,154.36

Radhika S.S Page93of209 Sanitary rate analysis

 1 1x40 Watt F.T.L Box Fitting Wipro/GE or equivalent
3001 sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.5 nos 680.00 340.00
Semi skilled 0.5 nos 590.00 295.00
un skilled 0 nos 480.00 0.00 635.00
materials a. FTL Set 10 nos 1332.85 13328.50
b.Tube rod with starter 10 nos 110.40 1104.00
c.Chain 10 Rm 57.50 575.00
d Iron Hooks 20 nos 17.25 345.00
e. screw, grips etc. 10 LS 10.35 103.50
15456.00
Total rate 16091.00
Extra 10% 1545.60
Actual Rate 17636.60
15% conctractor overhead 2645.49
Rate per set Rs. 2028.20 Total (Rs.) 20282.09

2 8 to 11 watt CFL lamp

sources Level Qty Unit Rate/unit cost Total Cost
3002 labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a.CFL bulb
materials 10 nos 266.80 2668.00
2668.00
Total rate 2668.00
Extra 10% 266.80
Actual Rate 2934.80
15% conctractor overhead 440.22
Rate per no Rs. 337.50 Total (Rs.) 3375.02

North-West/ Seimens Switch & Socket Or Equivalent

3 1 Gang one way Switch F
sources Level Qty Unit Rate/unit cost Total Cost
3003 labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 0 nos 480.00 0.00 1860.00
materials a. Switch with plate 10 nos 242.65 2426.50
b.PVC /M Box 10 nos 59.80 598.00
c. CM, Screws, Grips etc. 10 LS 12.65 126.50
3151.00
Total rate 5011.00
Extra 10% 315.10
Actual Rate 5326.10
Rate per set Rs. 612.50 15% conctractor overhead 798.92
Total (Rs.) 6125.02

4 1 Gang Two way Switch F

sources Level Qty Unit Rate/unit cost Total Cost
3004 labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 0 nos 480.00 1860.00

Radhika S.S Page94of209 Electrical rate analysis

 a. Switch with plate
materials 10 nos 274.85 2748.50
b.PVC /M Box
10 nos 59.80 598.00
c. CM, Screws, Grips etc.
10 LS 14.55 145.50
3492.00
Total rate 5352.00
Extra 10% 349.20
Actual Rate 5701.20
Rate per set Rs. 655.63 15% conctractor overhead 855.18
Total (Rs.) 6556.38

5 2 Gang one way Switch F

sources Level Qty Unit Rate/unit cost Total Cost
3005 labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 0 nos 480.00 0.00 1860.00
a. Switch with plate
materials 10 nos 408.25 4082.50
b.PVC /M Box
10 nos 59.80 598.00
c. CM, Screws, Grips etc.
10 LS 12.65 126.50
1.15 4808.15
Total rate 6668.15
Extra 10% 480.82
Actual Rate 7148.97
Rate per set Rs. 822.13 15% conctractor overhead 1072.35
Total (Rs.) 8221.32

6 3 Gang one way Switch F

sources Level Qty Unit Rate/unit cost Total Cost
3006 labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 0 nos 480.00 0.00 1860.00
materials a. Switch with plate 10 nos 576.15 5761.50
b.PVC /M Box
10 nos 59.80 598.00
c. CM, Screws, Grips etc.
10 LS 12.65 126.50
6486.00
Total rate 8346.00
Extra 10% 648.60
Actual Rate 8994.60
Rate per set Rs. 1034.37 15% conctractor overhead 1349.19
Total (Rs.) 10343.79

7 4 Gang one way Switch F

sources Level Qty Unit Rate/unit cost Total Cost
3007 labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 0 nos 480.00 0.00 1860.00
a. Switch with plate
materials 10 nos 741.75 7417.50
b.PVC /M Box
10 nos 78.20 782.00

Radhika S.S Page95of209 Electrical rate analysis

 c. CM, Screws, Grips etc.
10 LS 14.55 145.50
8345.00
Total rate 10205.00
Extra 10% 834.50
Actual Rate 11039.50
Rate per set Rs. 1269.54 15% conctractor overhead 1655.93
Total (Rs.) 12695.43

8 6 Gang one way Switch F

sources Level Qty Unit Rate/unit cost Total Cost
3008 labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 0 nos 480.00 0.00 1860.00
a. Switch with plate
materials 10 nos 866.09 8660.90
b.PVC /M Box
10 nos 118.26 1182.60
c. CM, Screws, Grips etc.
10 LS 12.65 126.50
1.15 9971.15
Total rate 11831.15
Extra 10% 997.12
Actual Rate 12828.27
Rate per set Rs. 1475.25 15% conctractor overhead 1924.24
Total (Rs.) 14752.51

9 16/6 Amp Combined S/Socket with safety shutter F

sources Level Qty Unit Rate/unit cost Total Cost
3009 labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 0 nos 480.00 0.00 1860.00
a. Switch Socket
materials 10 nos 450.80 4508.00
b.PVC /M Box
10 nos 59.80 598.00
c. CM, Screws, Grips etc.
10 LS 12.65 126.50
5232.50
Total rate 7092.50
Extra 10% 523.25
Actual Rate 7615.75
Rate per set Rs. 875.81 15% conctractor overhead 1142.36
Total (Rs.) 8758.11

10 16 Amp 415 Volt Change over Switch

sources Level Qty Unit Rate/unit cost Total Cost
3010 labour skilled 0.5 nos 680.00 340.00
Semi skilled 1 nos 590.00 590.00
un skilled 0 nos 480.00 0.00 930.00
a. Switch
materials 1 nos 500.00 500.00
b. CM, Screws, Grips etc.
LS 25.00
525.00
Tatal rate 1455.00
Extra 10% 52.50

Radhika S.S Page96of209 Electrical rate analysis

 Actual Rate 1507.50
Rate per set Rs. 1733.63 15% conctractor overhead 226.13
Total (Rs.) 1733.63
Panel Board & Accessaries

60/100Amp Panel Board with Suitable color,Floor Mounted Double cover,

11 Push Type Switch, Size 9"x36"x48"
sources Level Qty Unit Rate/unit cost Total Cost
3011 labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 0 nos 480.00 0.00 1860.00
a. Panel Board
materials 1 nos 24626.10 24626.10
b. CM, Screws, Bus Bar etc.
LS 46.00
24672.10
Total rate 26532.10
Extra 10% 2467.21
Actual Rate 28999.31
Rate per set Rs. 33349.21 15% conctractor overhead 4349.90
Total (Rs.) 33349.21
MCCB 10KA to 40KA-Siemens,GE, Legrand, C&S or Eqv.

12 60 Amp MCCB
sources Level Qty Unit Rate/unit cost Total Cost
3012 labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a. MCCB
materials 1 nos 6514.75 6514.75
b. CM, Screws, Grips etc.
LS 0.00
6514.75
Total rate 6514.75
Extra 10% 651.48
Actual Rate 7166.23
Rate per set Rs. 8241.16 15% conctractor overhead 1074.93
Total (Rs.) 8241.16

13 Voltmeter (0-500)
sources Level Qty Unit Rate/unit cost Total Cost
3013 labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a. Voltmeter
materials 1 nos 1176.45 1176.45
c. CM, Screws, Grips etc.
LS 0.00
1176.45
Totaal rate 1176.45
Extra 10% 117.65
Actual Rate 1294.10
Rate per set Rs. 1488.22 15% conctractor overhead 194.12

Radhika S.S Page97of209 Electrical rate analysis

 Total (Rs.) 1488.22

13 Indicator
sources Level Qty Unit Rate/unit cost Total Cost
3013 labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a. Indicator
materials 1 nos 272.55 272.55
c. CM, Screws, Grips etc.
LS 0.00
272.55
Totaal rate 272.55
Extra 10% 27.26
Actual Rate 299.81
Rate per set Rs. 344.78 15% conctractor overhead 44.97
Total (Rs.) 344.78
14 Amp. Meter (0-500)
sources Level Qty Unit Rate/unit cost Total Cost
3014 labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a. Amp.Meter
materials 1 nos 1125.85 1125.85
b. CM, Screws, Grips etc.
LS 0.00
1125.85
Total rate 1125.85
Extra 10% 112.59
Actual Rate 1238.44
Rate per set Rs. 1424.21 15% conctractor overhead 185.77
Total (Rs.) 1424.21

15 Slector Switch
sources Level Qty Unit Rate/unit cost Total Cost
3015 labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a. Selector Switch
materials 1 nos 817.65 817.65
b. CM, Screws, Grips etc.
LS 0.00
817.65
Total rate 817.65
Extra 10% 81.77
Actual rate 899.42
Rate per set Rs. 1034.33 15% conctractor overhead 134.91
Total (Rs.) 1034.33

16 C.T.Coil
sources Level Qty Unit Rate/unit cost Total Cost
3016 labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00

Radhika S.S Page98of209 Electrical rate analysis

 un skilled 0 nos 480.00 0.00 0.00
a. CT Coil
materials 1 nos 1646.80 1646.80
b. CM, Screws, Grips etc.
LS 0.00
1646.80
Total rate 1646.80
Extra 10% 164.68
Actual Rate 1811.48
Rate per set Rs. 2083.20 15% conctractor overhead 271.72
Total (Rs.) 2083.20

17 40-60 Amp TP MCB

sources Level Qty Unit Rate/unit cost Total Cost
3119 labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a. M.C.B
materials 10 nos 1599.65 15996.50
b. CM, Screws, Grips etc.
LS 0.00
15996.50
Total rate 15996.50
Extra 10% 1599.65
Actual Rate 17596.15
Rate per Nos Rs. 2023.55 15% conctractor overhead 2639.42
Total (Rs.) 20235.57

18 42" Ceiling Fan

sources Level Qty Unit Rate/unit cost Total Cost
3018 labour skilled 0.5 nos 680.00 340.00
Semi skilled 0.5 nos 590.00 295.00
un skilled 0 nos 480.00 0.00 635.00
a. Fan
materials 1 nos 2605.90 2605.90
b. Iron clamps
LS 0.00 60.00
c. Ceiling rose
1 nos 40.25 40.25
d. CM, Screws, Grips etc.
LS 25.00
2731.15
Total rate 3366.15
Extra 10% 273.12
Actual Rate 3639.27
Rate per set Rs. 4185.16 15% conctractor overhead 545.89
Total (Rs.) 4185.16

19 9" Exhaust Fan

sources Level Qty Unit Rate/unit cost Total Cost
3019 labour skilled 1 nos 680.00 680.00
Semi skilled 1 nos 590.00 590.00
un skilled 0 nos 480.00 0.00 1270.00
a. Fan
materials 1 nos 2073.45 2073.45
b. Wooden Frame
1 LS 115.00 115.00

Radhika S.S Page99of209 Electrical rate analysis

 c. Nut bolts
4 nos LS 50.00
d. CM, Cement Paints etc.
LS 38.00
2276.45
Total rate 3546.45
Extra 10% 227.65
Actual Rate 3774.10
Rate per set Rs. 4340.22 15% conctractor overhead 566.12
Total (Rs.) 4340.22

20 Dome Light 8" Milky Type Heavy Carrier(decorative)

sources Level Qty Unit Rate/unit cost Total Cost
3020 labour skilled 0.5 nos 680.00 340.00
Semi skilled 0.5 nos 590.00 295.00
un skilled 0 nos 480.00 0.00 635.00
a. D Light
materials 10 nos 261.05 2610.50
b. CM, Screws, Grips etc. 10 nos 36.80 368.00
2978.50
Total rate 3613.50
Extra 10% 297.85
Actual Rate 3911.35
Rate per set Rs. 449.80 15% conctractor overhead 586.70
Total (Rs.) 4498.05

21 Musical Bell
sources Level Qty Unit Rate/unit cost Total Cost
3021 labour skilled 0.5 nos 680.00 340.00
Semi skilled 0.5 nos 590.00 295.00
un skilled 0 nos 480.00 0.00 635.00
a.M.Bell
materials 10 nos 255.30 2553.00
b. CM, Screws,.
LS 90.00
2643.00
Total rate 3278.00
Extra 10% 264.30
Actual Rate 3542.30
Rate per set Rs. 407.36 15% conctractor overhead 531.35
Total (Rs.) 4073.65
Multistrand Flexible wire( 1 coil=90.00M)
Concelled Wiring
22 1.5mm2 PVC insulated copper wire
sources Level Qty Unit Rate/unit cost Total Cost
3022 labour skilled 0.75 nos 680.00 510.00
Semi skilled 1.3 nos 590.00 767.00
un skilled 1.2 nos 480.00 576.00 1853.00
a.Cu wire
materials 100 Rm 18.31 1831.00
b.HDP, hooks
100 LS 7.11 711.00
1.15 2543.15
Total rate 4396.15

Radhika S.S Page100of209 Electrical rate analysis

 Extra 10% 254.32
Actual Rate. 4650.47
Rate per Rm Rs. 53.48 15% conctractor overhead 697.57
Total (Rs.) 5348.04

23 2.5mm2 PVC insulated copper wire

sources Level Qty Unit Rate/unit cost Total Cost
3023 labour skilled 0.75 nos 680.00 510.00
Semi skilled 1.3 nos 590.00 767.00
un skilled 1.2 nos 480.00 576.00 1853.00
a.Cu wire
materials 100 Rm 30.94 3094.00
b.HDP, hooks
100 LS 8.18 818.00
3912.00
Total rate 5765.00
Extra 10% 391.20
Actual Rate 6156.20
Rate per Rm Rs. 70.79 15% conctractor overhead 923.43
Total (Rs.) 7079.63

24 4.0mm2 PVC insulated copper wire

sources Level Qty Unit Rate/unit cost Total Cost
3024 labour skilled 0.75 nos 680.00 510.00
Semi skilled 1.3 nos 590.00 767.00
un skilled 1.2 nos 480.00 576.00 1853.00
a.Cu wire
materials 100 Rm 50.00 5000.00
b.HDP, hooks
100 LS 11.40 1140.00
6140.00
Total rate 7993.00
Extra 10% 614.00
Actual Rate 8607.00
Rate per Rm Rs. 98.98 15% conctractor overhead 1291.05
Total (Rs.) 9898.05

25 6.0mm2 PVC insulated copper wire

sources Level Qty Unit Rate/unit cost Total Cost
3025 labour skilled 1 nos 680.00 680.00
Semi skilled 1.5 nos 590.00 885.00
un skilled 2 nos 480.00 960.00 2525.00
a.Cu wire
materials 100 Rm 78.96 7896.00
b.HDP, hooks
100 LS 11.40 1140.00
9036.00
Total rate 11561.00
Extra 10% 903.60
Actual Rate 12464.60
Rate per Rm Rs. 143.34 15% conctractor overhead 1869.69
Total (Rs.) 14334.29

Radhika S.S Page101of209 Electrical rate analysis

 26 10 mm2 4 core Nepal, Prakash Or NS
sources Level Qty Unit Rate/unit cost Total Cost
3026 labour skilled 0.75 nos 680.00 510.00
Semi skilled 1.3 nos 590.00 767.00
un skilled 1.5 nos 480.00 720.00 1997.00
a. Cu wire
materials 100 Rm 710.70 71070.00
b.Shaddle,Grips,Screws 100 LS 25.30 2200.00
73270.00
Total rate 75267.00
Extra 10 7327.00
Actual Rate 82594.00
Rate perRm Rs. 949.83 15% conctractor overhead 12389.10
Total (Rs.) 94983.10

27 16 mm2 4 core Nepal, Prakash Or NS

sources Level Qty Unit Rate/unit cost Total Cost
3027 labour skilled 0.75 nos 680.00 510.00
Semi skilled 1.3 nos 590.00 767.00
un skilled 1.5 nos 480.00 720.00 1997.00
a.Cu wire
materials 100 Rm 1036.15 103615.00
b.Shaddle,Grips,Screws 100 LS 37.95 3300.00
106915.00
Total rate 108912.00
Extra 10% 10691.50
Actual Rate 119603.50
Rate per Rm Rs. 1375.44 15% conctractor overhead 17940.53
Total (Rs.) 137544.03

28 35 mm2 4 core Nepal, Prakash Or NS

sources Level Qty Unit Rate/unit cost Total Cost
3028 labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 3 nos 480.00 1440.00 3300.00
a.Cu wire
materials 100 Rm 2073.45 207345.00
b.Saddle,Grips, Screws 100 LS 37.95 3300.00
210645.00
Total rate 213945.00
Extra 10% 21064.50
Actual Rate. 235009.50
Rate per Rm. Rs. 2702.60 15% conctractor overhead 35251.43
Total (Rs.) 270260.93

29 6-32 Amp SP MCB

sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a.MCB
materials 10 Nos 189.75 1897.50

Radhika S.S Page102of209 Electrical rate analysis

 b.CM, Screws LS 0.00 0.00
1897.50
Total rate 1897.50
Extra 10% 189.75
Actual Rate 2087.25
Rate per Nos. Rs. 240.03 15% conctractor overhead 313.09
Total (Rs.) 2400.34

30 40-60 Amp TP MCB

sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a.MCB
materials 10 Nos 1599.65 15996.50
b.CM, Screws LS 0.00 0.00

15996.50
Total rate 15996.50
Extra 10% 1599.65
Actual Rate 17596.15
Rate per Nos. Rs. 2023.55 15% conctractor overhead 2639.42
Total (Rs.) 20235.57

31 12 way SPN DB Double Cover

sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.5 nos 680.00 340.00
Semi skilled 0.75 nos 590.00 442.50
un skilled 0 nos 480.00 0.00 782.50
a.Cover
materials 1 Nos 1930.85 1930.85
b.CM, Screws LS 0.00 45.00

1975.85
Total rate 2758.35
Extra 10% 197.59
Actual Rate 2955.94
Rate per Set. Rs. 3399.33 15% conctractor overhead 443.39
Total (Rs.) 3399.33

32 8 way TPN DB Double Cover

sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.5 nos 680.00 340.00
Semi skilled 0.75 nos 590.00 442.50
un skilled 0 nos 480.00 0.00 782.50
a.Cover
materials 1 Nos 1628.40 1628.40
b.CM, Screws LS 0.00 45.00

1673.40

Radhika S.S Page103of209 Electrical rate analysis

 Total rate 2455.90
Extra 10% 167.34
Actual Rate 2623.24
Rate per Set. Rs. 3016.73 15% conctractor overhead 393.49
Total (Rs.) 3016.73
33 4 way SPN DB Double Cover
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.5 nos 680.00 340.00
Semi skilled 0.75 nos 590.00 442.50
un skilled 0 nos 480.00 0.00 782.50
a.Cover
materials 1 Nos 1244.30 1244.30
b.CM, Screws LS 0.00 45.00

1289.30
Total rate 2071.80
Extra 10% 128.93
Actual Rate 2200.73
Rate per Set. Rs. 2530.84 15% conctractor overhead 330.11
Total (Rs.) 2530.84

34 6 way SPN DB Double Cover

sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.5 nos 680.00 340.00
Semi skilled 0.75 nos 590.00 442.50
un skilled 0 nos 480.00 0.00 782.50
a.Cover
materials 1 Nos 1135.00 1135.00
b.CM, Screws LS 1.15 45.00

1180.00
Total rate 1962.50
Extra 10% 118.00
Actual Rate 2080.50
Rate per Set. Rs. 2392.58 15% conctractor overhead 312.08
Total (Rs.) 2392.58
35 6-32 Amp DP MCB
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0 nos 680.00 0.00
Semi skilled 0 nos 590.00 0.00
un skilled 0 nos 480.00 0.00 0.00
a.MCB
materials 10 Nos 710.70 7107.00
b.CM, Screws LS 0.00 0.00

7107.00
Total rate 7107.00
Extra 10% 710.70
Actual Rate 7817.70
Rate per Set. Rs. 899.03 15% conctractor overhead 1172.66

Radhika S.S Page104of209 Electrical rate analysis

 Total (Rs.) 8990.36
36 T Phone Socket
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 0 nos 480.00 0.00 1860.00
a.Switch Socket
materials 10 Nos 265.65 2656.50
b.PVC/M Box 10 Nos 59.80 598.00
c.CM,Screws 10 LS 12.65 126.50
3381.00
Total rate 5241.00
Extra 10% 338.10
Actual Rate 5579.10
Rate per Set. Rs. 641.59 15% conctractor overhead 836.87
Total (Rs.) 6415.97

37 IS 3043 Copper Plate65cmx65cmx3.15mm(1 cu.m=8930 kg)

sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.2 nos 680.00 136.00
Semi skilled 1.5 nos 590.00 885.00
un skilled 2 nos 480.00 960.00 1981.00
a.Copper Plate(11.88 kg)
materials 1 nos 12528.05 12528.05
b. Coal 4 bag, Salt 40 kg,sand,soil
etc. 1 nos 1999.62 1999.62
14527.67
Total rate 16508.67
Extra 10% 1452.77
Actual Rate 17961.44
Rate per set Rs. 20655.66 15% conctractor overhead 2694.22
Total (Rs.) 20655.66

38 4cx16 mm2 Cu Cable + 10 mm2 Cu wire throuhgt 50 mm dia HDPE Conduit ( 4 kgf/cm2 )
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 2 nos 480.00 960.00 2820.00
a.16 mm sq Cu Cable
materials 100 Rm 1191.57 119157.00
b.10mm sq Cu wire
100 Rm 212.84 21284.00
c.HDPE
100 Rm 93.15 9315.00
d.Saddle,Grips, Screws
100 LS 37.95 3795.00

153551.00
Total rate 156371.00
Extra 10% 15355.10
Actual Rate 171726.10
Rate per Rm. Rs. 1974.85 15% conctractor overhead 25758.92
Total (Rs.) 197485.02

Radhika S.S Page105of209 Electrical rate analysis

 2 c x 16 Sqmm Cu arm cable & 1 no of 4 Sqmm Cu wire through 40 mmdia. HDPE
39 Conduit ( 4 kgf/cm2 )
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 2 nos 480.00 960.00 2820.00
a.16 mm sq Cu Cable
materials 100 Rm 1370.31 137031.00
b.4mm sq Cu wire
100 Rm 113.83 11383.00
c.HDPE
100 Rm 93.15 9315.00
d.Saddle,Grips, Screws
100 LS 37.95 3795.00

161524.00
Total rate 164344.00
Extra 10% 16152.40
Actual Rate 180496.40
Rate per Rm. Rs. 2075.70 15% conctractor overhead 27074.46
Total (Rs.) 207570.86

4c x 35 Sqmm Cu arm cable & 1 no of 6 Sqmm Cu wire through 50 mmdia. HDPE Conduit
40 ( 4 kgf/cm2 )

sources Level Qty Unit Rate/unit cost Total Cost

labour skilled 1 nos 680.00 680.00
Semi skilled 2 nos 590.00 1180.00
un skilled 2 nos 480.00 960.00 2820.00
a.35 mm sq Cu Cable
materials 100 Rm 3107.99 310799.00
b.6mm sq Cu wire
100 Rm 164.84 16484.00
c.HDPE
100 Rm 93.15 9315.00
d.Saddle,Grips, Screws
100 LS 37.95 3795.00

340393.00
Total rate 343213.00
Extra 10% 34039.30
Actual Rate 377252.30
Rate per Rm. Rs. 4338.40 15% conctractor overhead 56587.85
Total (Rs.) 433840.15

41 4 mm2 2 core Armored cable wire through 40 mm dia HDPE conduit (4 kgf/cm2)
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.75 nos 680.00 510.00
Semi skilled 1.3 nos 590.00 767.00
un skilled 1.2 nos 480.00 576.00 1853.00
a.4mm sq Cu wire
materials 100 Rm 219.65 21965.00
b.HDPE
100 Rm 93.15 9315.00
c.Saddle,Grips, Screws
100 LS 25.30 2530.00
1.15

Radhika S.S Page106of209 Electrical rate analysis

 33810.00
Total rate 35663.00
Extra 10% 3381.00
Actual Rate 39044.00
Rate per Rm. Rs. 449.00 15% conctractor overhead 5856.60
Total (Rs.) 44900.60

4mm2 2 core Armored cable wire through 40mm dia HDPE Conduit(4kgf/cm2)
42
sources Level Qty Unit Rate/unit cost Total Cost
labour skilled 0.75 nos 680.00 510.00
Semi skilled 1.3 nos 590.00 767.00
un skilled 1.2 nos 480.00 576.00 1853.00
a.4 mm sq Cu Cable
materials 100 Rm 219.65 21965.00
b.HDPE
100 Rm 93.15 9315.00
c.Saddle,Grips, Screws
100 LS 25.30 2530.00

33810.00
Total rate 35663.00
Extra 10% 3381.00
Actual Rate 39044.00
Rate per Rm. Rs. 449.00 15% conctractor overhead 5856.60
Total (Rs.) 44900.60

Radhika S.S Page107of209 Electrical rate analysis

Material Rates with Transportation
Morang-2074/75
1 Basic Labour Rates
Skilled Mason NRs/person day 680.00 (From District Rates)
Unskilled Labour NRs/person day 480.00 (From District Rates)
Skilled Carpenter NRs/person day 680.00 (From District Rates)
2 Transportation by Truck/Tractor (Convenient materials)
Metalled Road NRs/kg/Km 0.235 (From District Rates)
Earthen Road NRs/kg/Km 0.245 (From District Rates)
Loading/Unloading NRs/kg 0.000 Includes in transportation cost
3 Transportation by Truck/Tractor (Inconvenient materials)
Metalled Road NRs/kg/Km 0.259 (From District Rates)
Earthen Road NRs/kg/Km 0.270 (From District Rates)
Loading/Unloading NRs/kg 0.180 Includes in transportation cost
Distance to Nearest City CeMetalled 53.70 km Biratnagar
Earthen 0.00 km
Distance to Biratnagar 53.70 km Biratnagar
Distance to Local material site 16.60 km Local 1 Aggregate, Sand
16.60 km Local 2 Stone,Wood
53.70 km Local 3 Bricks
Distances (km) Transporation charge
Weight/ Unit Rate at
S.No Materials Unit Unit Rate Market / Source Earthen Type of Loading Tranportation Loading
unit (kg) Metalled Total Site
(Average) Charges /Unloading
1 Cement bag 50.00 760.00 Biratnagar 53.7 0.0 Convenient 630.98 9.00 639.98 1,399.98
2 Reinforcement kg 1.00 73.95 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 88.04
3 Wall Putty kg 1.00 40.00 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 54.09
4 Enamel Paint liter 1.30 525.00 Biratnagar 53.7 0.0 Inconvenient 18.08 0.23 18.31 543.31
5 Apex Paint/Weather coat liter 1.30 750.00 Biratnagar 53.7 0.0 Inconvenient 18.08 0.23 18.31 768.31
6 Emulsion Paint liter 1.30 715.00 Biratnagar 53.7 0.0 Inconvenient 18.08 0.23 18.31 733.31
7 Cement Board m2 2.86 420.00 Biratnagar 53.7 0.0 Inconvenient 39.78 0.51 40.29 460.29
8 Aster (wood primer) liter 1.3 300.00 Biratnagar 53.7 0.0 Inconvenient 18.08 0.23 18.31 318.31
9 MS pipe Kg 1 70.00 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 84.09
10 Coloured Plain Sheet m 5 330.45 Biratnagar 53.7 0.0 Inconvenient 69.54 0.90 70.44 400.89
11 Colour CGI m2 4.5 705.72 Biratnagar 53.7 0.0 Inconvenient 62.59 0.81 63.40 769.12
12 7mm bolt nut nos. 0.07 28.00 Biratnagar 53.7 0.0 Convenient 0.88 0.01 0.89 28.89
13 8mm J hook nos. 0.07 9.29 Biratnagar 53.7 0.0 Convenient 0.88 0.01 0.89 10.18
14 Bitumin washer nos. 0.01 3.00 Biratnagar 53.7 0.0 Convenient 0.13 0.00 0.13 3.13
15 Binding Wire Kg 1 85.00 Biratnagar 53.7 0.0 Convenient 12.62 0.18 12.80 97.80
16 19mm board(water proff) m2 7 1506.40 Biratnagar 53.7 0.0 Convenient 88.34 1.26 89.60 1,596.00

Shree Manedanda mavi Page 108 of 209 Basic rate (No print)
 Distances (km) Transporation charge
Weight/ Unit Rate at
S.No Materials Unit Unit Rate Market / Source Earthen Type of Loading Tranportation Loading
unit (kg) Metalled Total Site
(Average) Charges /Unloading
17 ms pipe-50mm prop nos. 30.6 1998.00 Biratnagar 53.7 0.0 Inconvenient 425.59 5.51 431.10 2,429.10
18 Nail kg 1 82.00 Biratnagar 53.7 0.0 Convenient 12.62 0.18 12.80 94.80
19 Hinge 75 mm nos. 0.15 17.00 Biratnagar 53.7 0.0 Convenient 1.89 0.03 1.92 18.92
20 Tower bolt 100mm nos. 0.1 55.00 Biratnagar 53.7 0.0 Convenient 1.26 0.02 1.28 56.28
21 Handle nos. 0.005 60.00 Biratnagar 53.7 0.0 Convenient 0.06 0.00 0.06 60.06
22 Glass 5mm m2 51.6 838.50 Biratnagar 53.7 0.0 Inconvenient 717.67 9.29 726.96 1,565.46
23 Holdfast nos. 0.15 14.00 Biratnagar 53.7 0.0 Convenient 1.89 0.03 1.92 15.92
24 Mortis lock nos. 0.5 725.00 Biratnagar 53.7 0.0 Inconvenient 6.95 0.09 7.04 732.04
25 20mm wooden bit rm 0.3 400.00 Biratnagar 53.7 0.0 Inconvenient 4.17 0.05 4.22 404.22
26 Steel Screw Nail 35mm nos. 0.01 5.00 Biratnagar 53.7 0.0 Convenient 0.13 0.00 0.13 5.13
27 Hinge 100mm nos. 0.2 28.00 Biratnagar 53.7 0.0 Convenient 2.52 0.04 2.56 30.56
28 tower bolt 150mm nos. 0.06 67.00 Biratnagar 53.7 0.0 Convenient 0.76 0.01 0.77 67.77
29 Tower bolt 300mm nos. 0.1 107.00 Biratnagar 53.7 0.0 Convenient 1.26 0.02 1.28 108.28
30 Locking set 300mm nos. 1 1735.00 Biratnagar 53.7 0.0 Convenient 12.62 0.18 12.80 1,747.80
31 Sand m3 1600 1000.00 Local 1 16.6 0.0 Convenient 6241.60 288.00 6,529.60 7,529.60
32 Brick nos. 2.5 15.49 Local 3 6.0 0.0 Convenient 3.53 0.45 3.98 19.47
33 Agg 40mm m3 1600 900.00 Local 1 16.6 0.0 Convenient 6241.60 288.00 6,529.60 7,429.60
34 Agg 20mm m3 1600 1100.00 Local 1 16.6 0.0 Convenient 6241.60 288.00 6,529.60 7,629.60
35 Agg 10 mm m3 1600 1000.00 Local 1 16.6 0.0 Convenient 6241.60 288.00 6,529.60 7,529.60
36 Local Wood m3 550 77632.61 Local 2 16.6 0.0 Inconvenient 2364.67 99.00 2,463.67 80,096.28
37 Sal Wood(Agrath) m3 810 197610.29 Local 2 16.6 0.0 Inconvenient 3482.51 145.80 3,628.31 201,238.60
38 Stone m3 1700 1500.00 Local 2 16.6 0.0 Convenient 6631.70 306.00 6,937.70 8,437.70
39 CGI Sheet m2 4 705.72 Biratnagar 53.7 0.0 Inconvenient 55.63 0.72 56.35 762.07
40 Plain Sheet m 4 330.45 Biratnagar 53.7 0.0 Inconvenient 55.63 0.72 56.35 386.80
41 White lime kg 1 20.00 Biratnagar 53.7 0.0 Convenient 12.62 0.18 12.80 32.80
42 Gum kg 1 262.00 Biratnagar 53.7 0.0 Convenient 12.62 0.18 12.80 274.80
43 Washable Distemper kg 1 203.00 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 217.09
44 Primer ltr 1 268.00 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 282.09
45 Bracket nos. 1 81.54 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 95.63
46 Connection of Iron grill kg 1 105.00 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 119.09
47 Door windows metal frame rm 2.8 700.00 Biratnagar 53.7 0.0 Inconvenient 38.94 0.50 39.44 739.44
48 Door Shutter m2 3.5 12500.00 Biratnagar 53.7 0.0 Inconvenient 48.68 0.63 49.31 12,549.31
49 Windows Shutter m2 3.5 9500.00 Biratnagar 53.7 0.0 Inconvenient 48.68 0.63 49.31 9,549.31
50 GI FACIA (EAVES) kg 1 200.00 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 214.09
51 White Cement bag 50 1450.00 Biratnagar 53.7 0.0 Convenient 630.98 9.00 639.98 2,089.98

52 Marble chips 3 mm (marble = kg 1 18.00 Biratnagar 53.7 0.0 Convenient 12.62 0.18 12.80 30.80
2620 kg/m3)
53 Water repellent paints L 1 619.00 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 633.09
54 Non Glazed Tile m2 18 699.40 Biratnagar 53.7 0.0 Inconvenient 250.35 3.24 253.59 952.99
55 Glazed Tile m2 18 967.50 Biratnagar 53.7 0.0 Inconvenient 250.35 3.24 253.59 1,221.09
56 16 Gauge Iron Gate m2 21.5 2902.50 Biratnagar 53.7 0.0 Inconvenient 299.03 3.87 302.90 3,205.40
57 Sub-aggregate m3 1600 900.00 Local 1 2.0 0.0 Convenient 752.00 288.00 1,040.00 1,940.00
58 Aluminium Sliding Window Sq.m 9.997 5500.00 Biratnagar 53.7 0.0 Inconvenient 139.04 1.80 140.84 5,640.84
59 Aluminium Fixed Window Sq.m 9.997 5300.00 Biratnagar 53.7 0.0 Inconvenient 139.04 1.80 140.84 5,440.84
60 Polythene Sheet m2 0.05 31.00 Biratnagar 53.7 0.0 Inconvenient 0.70 0.01 0.71 31.71
61 False Ceiling Sq.m 10 1100.00 Biratnagar 53.7 0.0 convenient 126.20 1.80 128.00 1,228.00
62 Elastocrete Cemetitious Sq.m 1 559.52 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 573.61

63 4.5mm X 20mm size MS patti Kg 1 130.00 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 144.09
frame
Making and fixing 12mm X
64 12mm solid core square rod Kg 1 87.00 Biratnagar 53.7 0.0 Inconvenient 13.91 0.18 14.09 101.09
grill

Shree Manedanda mavi Page 109 of 209 Basic rate (No print)