Measurement of Entrance Gate

SN. Description Nos Length Bredth Height Quantity Units Remarks

1 E/W excavation
Footing 6 1.5 1.5 1.5 20.250
Total 20.250 cum
2 Squre pipe 4"X4"
Front side
upto plinth 12 4 48.000 feet
front side 5 18 90.000
back side 7 21 147.000
Beam 4 38 152.000
4 17 68.000
1 23 23.000
1 40 40.000
568.000 ft 28.4
2"X2"
Roof 4 38 152.000
7 18 126.000
6 39 234.000
6 24 144.000
pole
horizontal 2 150 300.000
24 8 192.000
flooring 18 17 306.000
12 17 204.000
8 38 304.000
8 23 184.000

2146.000 107.3
1.5"X1.5"
1 52 52.000
9 3 25.000
77.000 3.85
1"X1" 4 52 208.000 10.4

plate 12 1.5'X1.5'X10mm

Roof 1040.000 SQF

Wall
1' 1 120 1 120 SQF
9" 1 120 1 120 SQF
5" 1 120 9 1080 SQF
Deduction -2 6 8 -96 -467.5
-3 2 5 -30
-1 6 5 -30
-1 9 9 -81
1 35 9 315
-2 2.5 7 -35
1 46 1 46
2 3 1 6
5" Wall 1175 SQF

Board Partition
1 120 8 960
-6 6 5 -180
-3 2 5 -30
-1 3 7 -21
1 13 8 104
-1 2.5 7 -17.5
-1 4 7 -28
787.5

Soling 1 1040 SQF

PCC 1040 SQF
1040 SQF

Ply board 1040 SQF

SN DescriptionQuantity Unit
1 Excavation 244 CUF
2 4"X 4" squr 28 pcs
3 2"X2" squr 107 pcs
4 1.5"X1.5" s 4 pcs
5 1"X1" swur 10 pcs
6 Roof 1040 SQF
7 Soling 1040 SQF
8 PCC 1088 SQF
9 Scriding 1040 SQF
10 1' Wall 120 SQF
11 9" Wall 120 SQF
12 4" wall #REF! SQF
13 Partition b #REF! SQF
14 Ply board f 1040 SQF
15 Aluminium 470 SQF
16 1.5"X1.5"A 5 pcs
17 1"X1" angl 4 pcs
18 Patti 7 pcs
 BOQ : Rupakot Health Post

Summary of Civil Quantity

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works
Earth Work
Clearing the site of all the vegetation, roots and other
unuseful materials including excavation of top soil to a
depth of 15 cm, removing bushes, trees , levelling Site,
1 stacking the useful items in specified space and Job 1.00 1.00
disposing other items as per instruction of the site
engineer all complete including layout of buildings, roads
and ancillary services.
2 Earthwork in Excavation for structures in all kind of soil in
all conditions with all leads & lifts and its proper disposal.( 0.00
by Machine)

Earth work excavation in all kind of soil for foundation in

trenches, foundation etc. including timbering and
pumping out water from the basement (if necessary) Cum 24.98 48.73 #REF! #REF!
dressing of sides, ramming of bottom, lift upto 3.5m, as
per specification, drawings & instruction of site engineer.

5 Backfilling Cum 6.25 6.25

6 Construction of embankments, shoulders and other

miscellaneous filling and backfilling with approved
materials including the cost of transportation of the
Cum #REF! #REF!
material.
Preparation of subgrade(filling or cutting up to a depth of
7 200 mm) to designed grade and camber including Sqm #REF! #REF!
watering and compaction.
8 Supplying,Laying,and Compacting of quarry sieved
grannular Subbase . Cum #REF! #REF!

Signature of Bidder/Sign/Date : 2 of 45
 BOQ : Rupakot Health Post

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works
supply,place and blend required binding
9 materia(red/yellow soil of high plasticity) with sieved sub- Cum #REF! #REF!
base material at stock pile.

STONE/BRICK WORK 0.00

Dry stone soling in foundation and floor including sand
filling in joints, leveling, watering etc. all complete as per Cum 6.25 2.18 #REF! #REF!
instruction of site engineer.

Providing, laying and curing rubble stone masonry works

in cement, sand mortar (1:4) in perfect lines & level
including wetting the stones, packing the joints as per
Cum 8.9175 50.74 59.66
specification, drawings & instructions of the site engineer.

Providing & laying with approved quality machine made

bricks(MM) for the internal partitions in 1:4 cement sand
mortar finished in perfect line & level including wetting
the bricks, packing the joints & curing the work all
Cum 9.56 #REF! #REF!
complete as per drawings, specification & instruction of
site engineer.

Signature of Bidder/Sign/Date : 3 of 45
 BOQ : Rupakot Health Post

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works

PCC/R.C.C. WORK 0.00

Providing, laying, compacting and curing plain cement

concrete M10 (1:3:6) with cement, sand and aggregate
finishing to approved level, lines and dimensions all Cum #REF! #REF!
complete as per drawings, specifications and instruction
of the site engineer.

Providing, laying, compacting and curing reinforcement

concrete M15 (1:2:4) with cement, sand and stone stne
aggregate finishing to approved level, lines and Cum 9.09 16.46 0.87 #REF! #REF!
dimensions all complete as per drawings, specifications
and instruction of the site engineer.
Providing, laying, compacting and curing M20(1:1.5:3)
reinforcement concrete for slab, beams, Lintel, Sill and
all kinds of R.C.C. works with cement sand and stone
aggregate (2 parts 20mm and 1 part 10mm size) finishing
to approved level, line and dimesions all complete as per Cum 2.67 #REF! #REF!
specifications, drawings and instructions of the site
engineer, all complete:

Torsteel steel bars (Grade 415) or TMT reinforcement

work including straightening, cleaning, cutting, bending,
binding with 20 SWG annealed wire & fixing in position
as per drawing, bar bending schedule for column, beam, Kg 499.4955 1317.68 418.64 #REF! #REF!
bands, stair, slab in all R.C.C. works as per specification,
drawing & instruction of site engineer. Approved brands:
Himal Iron, Panchakanya or equivalent.

Signature of Bidder/Sign/Date : 4 of 45
 BOQ : Rupakot Health Post

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works

Centering and shuttering(Form work) with approved ply-

board/metal sheet for all kinds of R.C.C. work including
all necessary propping, scaffolding, staging,
supporting ,dismentalling and clearing from the Sqm 54.54 98.78 16.00 #REF! #REF!
site ,including shuttering of circular column etc. all
complete as per drawing, specification, and instruction of
site engineer.

Signature of Bidder/Sign/Date : 5 of 45
 BOQ : Rupakot Health Post

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works

Door windows work: 0.00

Providing and Fixing Well seasoned Sal wood chaukhats

for fixed/openable door as per design drawing
specification and instruction of site engineer as all
Cum 0.14 0.52 0.65
complete

Making and fitting fixing Panel door shutter with 38 mm

(1.5") thick Sal wood frame with super quality Handrail,
Tower bolt, locking set etc. as per design drawing and
Sqm 0.00
specification all complete (Door windows shutter work

Supplying and fitting 38 x 100 mm size salwood frame

with 10mm thick commercial ply on middle and 4mm thick
teak ply laminated on both side or (Ready made Teak
wood Doors,special (Seasoned and Poisoned treated, Sqm 2.52 19.53 22.05
both side tick ply laminated)) with all neccessary super
quality hardware with mortice lock all complete.(Door
windows shutter work)
Making and fitting of G.I. Mosquito net with exp. metal
shutter with 38mm thick seasoned salwood frame
including hinges, towerbolts, handles, locking set etc all
Sqm 3.44 3.44
complete with exp.metal shutter
Aluminium window fitting work-Supplying & fixing
Aluminium Sliding Window (Choclate/Brown)Two ,three
Panel sliding window with/without ventilation (88x38x1.3 Sqm 0.00
mm ) 5mm Glass with Mosquito proof wire mesh work all
complete.
Supplying and fixing of 3x20mm size M.S. grill with 1"x1"-
angle iron frame with aluminium paints as per design Sqm 0.00
and instruction all complete.
Roofing Work 0.00

Signature of Bidder/Sign/Date : 6 of 45
 BOQ : Rupakot Health Post

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works

Steel truss-( 2.5" to 1.25" dia. ) black pipe'm' triangular

truss work as per design all complete work.
Kg 0.00

Supplying fixing plain sheet(0.5mm coloured sheet) ridge

work all complete
RM 0.00

Supplying and fxing of eaves board of Iron sheet -12 g.

with 1" sq.pipe frame
Sqm 0.00

Gutter work 0.5mm. color sheet all complete. Sqm 0.00

Flooring work 0.00

Earth transport & filling in 150 mm thick layer, watering,
ramming including supply of filling materials within 10 m Cum 0.00
distance all complete.

50mm(2") thick(1:2:4) P.C.C. for flooring with approved

quality of O.P. cement & sand and crushed stone
aggregate including mixing, laying, plastering ,punning,
Sqm 2.10 2.39 0.46 4.95
rubbing in hard surface curing etc all complete.

3 mm thick cement punning on floor, including mixing

laying and rubbing with steel trowel to a hard, smooth Sqm 25.40 25.40
and shining surface and curing all complete.
Skirting work (150mm ht) with 3 mm thhick cement
punning work including approprate colour as per RM 0.00
instruction.
Making Water guard (Pani Patti) in 1:3 cement sand
mortar as per direction all complete work.
RM 0.00

Tile work 0.00

Supplying and laying of glazed tiles fitting in cement

sand mortar (1:4) ratio with approved colour on wall with Sqm 166.85 222.24
border all complete as per instruction. 55.39

Signature of Bidder/Sign/Date : 7 of 45
 BOQ : Rupakot Health Post

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works

Supplying and laying of tiles fitting in cement sand

mortar (1:4) ratio without Boarder approved colour on Sqm 47.89 47.89
floor all complete as per instruction.
Providing of 25mm thick mosaic flooring- 6mm thick white
cement and marble chips(1:2) on 19mm thick cement
conc. Grinding and polishing properly all complete as per
Sqm 52.50
instruction. 52.50

Supplying and laying of good quality marble (16 mm

thick) in cement sand motar (1:2) ratio with approved Sqm 0.00
colour on floors, skirting and walls all complete.

Water proofing work 0.00

Water proofing at exposed roof using perma clear seal

coating or equivalent and construction joint treatment Sqm 0.00
with metal plate
Providing of Water proofing liquid for RCC,PCC work as
per specification.
Ltr 0.00

Cement plaster work : 0.00

12.5 mm thick cement sand plaster in (1:3) ratio of good
a finish including racking the joint, wetting of surfaces & Sqm 0.00
curing the work all complete.
20mm (3/4") thick cement sand plaster in (1:4) ratio on
wall of good finish including racking the joint, wetting of Sqm 0.00
surfaces & curing the work all complete.
12.5mm thick cement sand plaster in (1:4) ratio on wall of
good finish including racking the joint, wetting of surfaces Sqm 302.86 40.64 #REF! #REF!
& curing the work all complete. 101.00
12.5mm thick cement sand plaster in (1:4) ratio on ceiling
of good finish including racking the joint, wetting of Sqm 69.57 122.07
surfaces & curing the work all complete. 52.5

Signature of Bidder/Sign/Date : 8 of 45
 BOQ : Rupakot Health Post

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works

Paints 0.00

2 coats of ready made enamel paint of approved colour

over 1 coat of primer Painting over porperly sanded Sqm 23.01 27.97
wooden surface all complete as per instruction.
4.95

3 coat chopra polishing on teak ply shutter of approved

colour with properly cleaned surface all complete
Sqm 0.00

Colouring with 2 coats water proof cement paint (WPC)

of approved colour to give uniform colouring after Sqm 302.86 #REF! #REF!
rendering the surface all complete as per instruction.
101.00
2 coats of weather coat (apex or eq.) painting of
approved colour with properly cleaned surface all Sqm 0.00
complete as per instruction.

Cement pointing work 1:3 0.00

Flush pointing work in (1:3) cement sand mortar on brick

works with good finish including curing as per instruciton Sqm #REF! #REF!
all complete.

Signature of Bidder/Sign/Date : 9 of 45
 BOQ : Rupakot Health Post

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works

other works 0.00

Railing work, Stainless Steel 50mm ø with 2 m c/c post -

1" dia. pipe bracing, 2 layer and 90cm. ht. fitting works all RM 0.00
complete
Providing and fixing of Iron step spiral- 4" pipe post
staircase with fitting and painting all complete as per Step 0.00
instruction of Site Engineer.
Supplying & preparing lawn grass as per instruction of
site Engineer.
Sqm 0.00

Supplying & plantation of flowering plants as per

instruction of Site Engineer
Job 0.00

Supplying and Fixing M.S.Mainhole cover-1"angle iron

frame, iron sheet cover, lock etc all complete work as per No 0.00
instruction of Site Engineer
Gate : Black Square Pipe(medium) 2"x2" frame, 16
gauge Iron Sheet material all complete fitting as per Sqm #REF! #REF!
instruction.
0.00

Signature of Bidder/Sign/Date : 10 of 45
 BOQ : Rupakot Health Post

Temple
Pavement
S. no. Description Unit Remaining Toilet Works Boundary Wall Total Quantity
Works Septic tank
Works

PROVISIONAL ITEMS 0.00

Carrying out diferent laboratory tests of construction
material like cement, rod, brick, sand, aggregate,
41
concrete cubes etc. during construction work as per
job 0.00
specification and direction.
Project description board making ,fixing all complete work
42
as per instruction
#REF! 0.00
As built drawings-Architectural, Sanitary & Electrical
43
drawings as per instruction all complete .
#REF! 0.00

Insurance premium for the work, plant and materials ,

owner and consultant staff, construction equipments and
44 machines and third party liability personal (Payment to PS 0.00
be made according to the submitted insurance
agreement and invoice receipt )
Total
Vat
Grand total
In Words:

Signature of Bidder/Sign/Date : 11 of 45
 BOQ : Rupakot Health Post

Rate Amount Remarks

Signature of Bidder/Sign/Date : 12 of 45
 BOQ : Rupakot Health Post

Rate Amount Remarks

Signature of Bidder/Sign/Date : 13 of 45
 BOQ : Rupakot Health Post

Rate Amount Remarks

Signature of Bidder/Sign/Date : 14 of 45
 BOQ : Rupakot Health Post

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Signature of Bidder/Sign/Date : 15 of 45
 BOQ : Rupakot Health Post

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Signature of Bidder/Sign/Date : 16 of 45
 BOQ : Rupakot Health Post

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Signature of Bidder/Sign/Date : 17 of 45
 BOQ : Rupakot Health Post

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Signature of Bidder/Sign/Date : 18 of 45
 BOQ : Rupakot Health Post

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Signature of Bidder/Sign/Date : 19 of 45
 BOQ : Rupakot Health Post

Rate Amount Remarks

Signature of Bidder/Sign/Date : 20 of 45
 BOQ : Rupakot Health Post

Rate Amount Remarks

Signature of Bidder/Sign/Date : 21 of 45
 Electrical Works
ABSTRACT OF COST

The rates quoted here under are inclusive of

1. Supplying the items along with accessories to the site.
2. Fixing them in position as per specification, drawing and approval of electrical site incharge.
3. Testing ,Comissioning &
4. Maintenance upto the guaranteed period as per agreement
SN Particulars QTY Unit Rate Per Amount Remarks
A. LUMINAIRES ( FIXTURES)
Accessories:screws, gripes, pvc tape, choke, starter, Tube, bulbs,
holder, flexible wire,GI pipe/ chain etc all complete.
1 Ceiling pandent light hanging in ceiling etc all complete. 1.00 Set 2233.30 One 2233.30
2 Wall lamp with CFL lamp Homedec, Decon etc all complete. 4.00 Set 1062.89 One 4251.56
3 1X40watt Tube light box type Wipro / Philips /Ge surface/hanging
GI/chain etc all complete. 2.00 Set 1780.34 One 3560.68
4 2x40 watt tube light boxtype Wipro/ Philips/Ge etc all complete.
2.00 Set 2664.84 One 5329.68
5 Holder with CFL lamp etc all complete. 4.00 Set 385.25 One 1541
B FAN / EXHAUST FAN
Accssories:as per sn A +nut, bolt, hook,clamp, regulator, flexible
wire etc all complete.
6 42'' ceiling fan Almonard/Bajaj etc all complete. 2.00 Set 4109.53 One 8219.06
7 16'' Wall fan Almonard/Bajaj etc all complete. 2.00 Set 3219.14 One 6438.28
8 9"exhaust fan/centrifugal fan Almonard /Bajaj etc all complete.
1.00 Set 3832.95 One 3832.95
C SOCKET,SWITCH ,JUNCTION BOX (Flush type)
Accessories: metal box ,screws ,gripes,flexible wire etc all
complete.
9 16/6 Amps combined S/socket flush type CPL/Anchor etc all
complete. 6.00 Set 477.89 One 2867.34
10 1 gang 1, 2 way switch CPL/Anchor etc all complete. 2.00 Set 256.81 One 513.62
11 2gang 1, 2 way switch CPL/Anchor etc all complete. 4.00 Set 365.48 One 1461.92
12 4 gang 1, 2 way switch CPL/Anchor etc all complete. 4.00 Set 465.82 One 1863.28
13 Junction box made of metal with cover size 6"X4" etc. all complete.
2.00 Set 198.24 One 396.48
D. MAIN PANEL BOARD / DISTRIBUTION BOARD
Accessories ;screws, gripes, nut bolt,cu bus bar,earth bus bar,
neutral bus bar,fuse, porcelin base ,cu. Strip for connection, cable
shoe ,phase bar,pvc tape etc all complete.
14 40 Amps Panel board made of mild steel sheet with cu. busbar
double cover floor mount suitable size & color push type lock for
housing the following items all complete.(space for 4 no. MCCB). 1.00 Set 18565.15 One 18565.15
b 20-30 Amps TP MCCB Siemens, Ge,Merlin gerain for outgoing.
2.00 No 5808.08 One 11616.16
c Ammeter 0-500A 1.00 No 1199.05 One 1199.05
d Voltmeter 0-500 v 1.00 No 1147.13 One 1147.13
e Selector switch 1.00 No 833.18 One 833.18
f CT coil of suitable ratio for panel board. 1.00 No 1678.43 One 1678.43
g Indicator with fuse 1.00 No 277.73 One 277.73
15 Distribution board 6 way TPN made of mild steel sheet double
cover lockable Geco,Standard,Nepal made flush type etc all
complete. 2.00 Set 4578.44 One 9156.88
b 20 Amps DP MCB Siemens Ge,Merlin gerain for main . 2.00 No 978.08 One 1956.16
c 6,16 Amps. SP MCB Siemens,Ge,Merlin gerain for light , power &
A/C circuit. 4.00 No 241.5 One 966.00
E POINT WIRING / WIRES/CABLES
Accessories:HDPE polythene pipe,screws,pvc tape, grips, circular
box etc all complete.
16 2x2.50 sq mm multi strand flexible cu .wire for light & fan point in
1/2"HDPE polythene pipe etc all complete. 8.00 Point 845.25 One 6762.00
17 2x6.0+1x1.50 sq.mm multi strand flexible cu wire for power point
in 3/4" HDPE polythene pipe etc all complete. 4.00 Point 966.00 One 3864.00
18 2x6.0+1x1.5 sq. mm multi strand flexible cu wire for A/C point in
3/4"HDPE polythene pipe with CPL/Anchor socket etc all
complete. 1.00 Point 3326.90 One 3326.90
19 10 sq.mm 4 core unarmoured copper cable for main panel board
to DB, through polythene pipe etc all complete. 20.00 Rm 472.87 One 9457.40
20 2x6.0+1.50 sq.mm copper cable for main DB to DB, through
polythene pipe etc all complete. 20.00 Rm 195.70 One 3914.00
21 8 swg copper wire for earth continuity from panel board to
DB,main switch through 1/2" polythene pipe etc all complete. 20.00 Rm 183.34 One 3666.80
F. EARTHING
SN Particulars QTY Unit Rate Per Amount Remarks
Accessories :salt, coal, cu plate, HDPE polythene pipe., etc all
complete.
22 Earthing with cu plate size 65 cmx65cmx3.15mm with GN. 8
copper wire for earth continuity from panel board to earthing site
etc all complete. 1.00 Set 10937.86 One 10937.86
Total Rs 131,833.98
S.No. Item Quantity Unit Rate Amount
1) Earthwork in excavation 29.061 cum 615.94 17,899.66
2) Earthwork in filling 9.114 cum 1,237.74 11,281.38
3) Stone masonary works
3.1 Stone masonary Plinth level CM (1:6) 26.329 cum 11,510.65 303,063.42
3.2 Stone masonary works on CM(1:4) 2.661 cum 11,182.22 29,755.12

4) Wooden works
4.1 Column structure 1.350 cum 196,622.97 265,508.83
4.2 Roof Wooden truss structure 2.570 cum 196,622.97 505,382.93
5) Eves board 7.142 cum 4,818.89 34,414.10
6) Floor Finishing
6.1 Flat stone soiling works 32.515 sqm 10,430.50 339,152.76
6.2 sand filling 27.322 sqm 1,062.37 29,026.11
6.3 Screeding 202.719 sqm 58.85 11,930.04
cement plastering and punning
6.4
circumference 130.062 sqm 177.09 23,032.67
7) Slate Roofing 48.699 sqm 2,986.55 145,441.76
Sub total 1,715,888.78

24
Remarks

25
 Quantity Estimate of Toilet
(A) Civil Works

Length Breadth Quantity

SN Description No. Height (m) Remarks
(m) (m)

1 Earthwork in Excavation
Long Wall 2 8.220 0.900 0.800 11.84
short wall 3 6.085 0.900 0.800 13.14
Sub-Total 24.98 cum
2 Flat Stone Soling
long wall 2 8.220 0.900 14.80
short wall 3 6.085 0.900 16.43
For varandah 1 7.550 2.000 15.10
For ramp 1 3.000 1.500 4.50
Sub-Total 50.83 sqm
3 Earthwork in Backfilling 6.245 cum
4 Rubble Masonry work in foundation
Long Wall
1st layer 2 8.220 0.900 0.375 5.55
2nd Layer 2 7.860 0.540 0.240 2.04
3rd Layer 2 7.550 0.230 0.485 1.68
short wall
1st layer 3 6.085 0.900 0.375 6.16
2nd Layer 3 6.445 0.540 0.240 2.51
3rd Layer 3 6.755 0.230 0.485 2.26
Sub-Total 20.2 cum
5 Rubble masonry in 1:4 C/S mortar.
along long wall 2 7.09 0.23 2.75 8.96885
along short wall 3 6.755 0.23 2.75 12.817613
partition wall
Long 5 1.35 0.13 2.00 1.6875
short 6 1.2 0.13 2.00 1.8
Disable friendly toilet wall
Long 2 2.730 0.230 2.750 3.45345
short 4 2.230 0.230 2.750 5.6419
Deductions
Door D1(1.2*2.1) 4 1.200 0.120 2.100 -1.2096
Door D2(0.75*2.1) 6 0.750 0.230 2.100 -2.1735
Window W1(0.75*0.45) 1 0.750 0.230 0.450 -0.077625
Window W2(2.33*0.450) 3 2.330 0.230 0.230 -0.369771
Sub-Total 30.538817 cum
6 PCC Work (1:2:4)
Sub Structure
Long Wall 2 8.100 0.800 0.075 0.972
Short Wall 3 5.800 0.800 0.075 1.044
Sub-Total 2.016 cum
Super Structure
plinth beam
Long Wall 2 7.550 0.230 0.150 0.52095
short wall 3 7.215 0.230 0.150 0.7467525
Lintel Band
Long 2 7.550 0.230 0.150 0.52
Short 2 7.215 0.230 0.150 0.5
Sill Band
Long 2 7.550 0.230 0.075 0.26
Short 2 7.215 0.230 0.075 0.25
for roof
Long 2 7.550 0.230 0.150 0.52
Short 2 7.215 0.230 0.150 0.5
Slab 1 7.550 7.215 0.120 6.54
Floor 1 7.550 7.215 0.075 4.09
Sub-Total 14.447702 cum
7 Tor steel reinforcement bar of fe 415/500 grade.

Page 26
 Length Breadth Quantity
SN Description No. Height (m) Remarks
(m) (m)

1.% of rcc volume 1 16.464 0.010 7,850.0 1317.681

Sub-Total 1317.681 kg
8 Formwork, shuttering, centering with approved materials.
6 times RCC volume 1 16.464 6.000 98.782215
Sub-Total 98.782215 sqm
9 12.5mm thick cement sand plaster in (1:4) ratio on wall
along long wall 4.00 7.090 2.750 77.99
along short wall 6.00 6.755 2.750 111.46
partition wall
Long 10 1.35 2.000 27.00
Short 12 1.2 2.000 28.80
Disable friendly toilet wall
Long 4.00 2.730 2.750 30.03
Short 8.00 2.230 2.750 49.06
deductions
Door D1(1.2*2.1) 4.00 1.200 2.100 -10.08
Door D2(0.75*2.1) 6.00 0.750 2.100 -9.45
Window W1(0.75*0.45) 1.00 0.750 0.450 -0.34
Window W2(2.330*0.230) 3.00 2.330 0.230 -1.61
Sub-Total 302.86 sqm
12.5mm thick cement sand plaster in (1:4) ratio on Ceiling
9.215 7.55 69.57325 sqm

50 mm thick ( 1:2:4) P.C.C for flooring with punning, rubbing in hard

surface curing.
10
ground floor 1.00 7.090 6.755 0.050 2.39
Sub-Total 2.39 cum
Well seasoned salwood chaukhats for fixed/ openable door / windows.
11
Door D1(1.2*2.1) 4.00 5.400 0.075 0.100 0.16
Door D2(0.75*2.1) 6.00 4.950 0.075 0.100 0.22
Window W1(0.75*0.45) 1.00 2.400 0.075 0.100 0.02
Window W2(2.330*0.230) 3.00 5.120 0.075 0.100 0.12
Sub-Total 0.52 cum
Flush door shutter of 38*100 mm size sal wood frame with 0.5mm thick G.I
plain sheet on both side.
13
Door D1(1.2*2.1) 4.00 1.200 2.100 10.08
Door D2(0.75*2.1) 6.00 0.750 2.100 9.45
Sub-Total 19.53 sqm
2 coats of ready made enamel paint of approved colour over 1 coats of
primer.
14
Door D1(1.2*2.1) 4.00 1.200 2.100 10.08
Door D2(0.75*2.1) 6.00 0.750 2.100 9.45
Window W1(0.75*0.45) 1.00 0.750 0.450 0.34
Window W2(2.330*0.230) 3.00 2.330 0.450 3.15
Sub-Total 23.01 sqm
15 Colouring with 2 coats snowcem
same as wall plaster 302.86 job
16 Landscaping Works in the toilet periphery
Sub-Total 1.000

glazed tiles fitting in cement sand mortar (1:4) wall

along long wall 4.00 7.090 1.500 42.54
along short wall 6.00 6.755 1.500 60.80
partition wall
Long 10 1.35 1.500 20.25
Short 12 1.2 1.500 21.60
Disable friendly toilet wall
Long 4.00 2.730 1.500 16.38
Short 8.00 2.230 1.500 26.76
deductions

Page 27
 Length Breadth Quantity
SN Description No. Height (m) Remarks
(m) (m)

Door D1(1.2*2.1) 4.00 1.200 2.100 -10.08

Door D2(0.75*2.1) 6.00 0.750 2.100 -9.45
Window W1(0.75*0.45) 1.00 0.750 0.450 -0.34
Window W2(2.330*0.230) 3.00 2.330 0.230 -1.61
Sub-Total 166.85 sqm

glazed tiles fitting in cement sand mortar (1:4) floor

ground floor 1.00 7.090 6.755 47.89
Sub-Total 47.89 sqm

Making and fitting of G.I. Mosquito net with exp. metal shutter with 38mm

window 1 1 0.75 0.45 0.34

window 2 3 2.3 0.45 3.11
3.44 sqm
(D) Septic Tank (250Users)
1 Earthwork in excavation in ordinary Soil
for septic tank (effective size=6.667*1.8*2.25) 1.00 7.460 2.600 2.400 46.550
manhole 2.00 1.100 1.100 0.900 2.178
Total 48.73 cu.m.
2 Flat Brick Soling
for septic tank 1.00 7.460 2.600 19.40
manhole 2.00 1.100 1.100 2.42
Total 21.82 sq.m.
2.1816 cu.m
3 PCC Work (1:2:4)
for septic tank 1.00 7.200 1.000 0.100 0.72
manhole 2.00 1.000 1.000 0.075 0.15
Total 0.87 cu.m.
4 Brick masonry in 1:4 C/S mortar.
for septic tank first step long wall 2.00 7.460 0.350 0.750 3.92
for septic tank first step short wall 2.00 2.600 0.350 0.750 1.36
for septic tank second step long wall 2.00 7.460 0.230 0.750 2.57
for septic tank second step short wall 2.00 2.600 0.230 0.750 0.90
for manhole 4.00 1.100 0.230 0.800 0.81
Total 9.56 cu.m.
Plain cement Concrete (PCC) for RCC works (1:1.5:3) for
5
slab/lintels/beam/pillar
for septic tank (effective size=6.667*1.8*2.25) 1.00 7.460 2.600 0.125 2.42
manhole 2.00 1.100 1.100 0.100 0.24
Total 2.67 cu.m.
6 Tor steel reinforcement bar of fe 415/500 grade.
2% of rcc volume 1.00 2.667 0.02 7850 418.64
Total 418.64 kg
7 Formwork, shuttering, centering with approved materials.
6 times RCC volume 1 2.67 6 16.00
Total 16.00 sq.m.
8 12.5mm thick cement sand plaster in (1:4) ratio on wall .
for septic tank wall 1 16.934 2.4 40.64
Total 40.64 sq.m.
9 3 mm thick cement sand punning
for septic tank wall 1 16.934 1.5 25.40
Total 25.40 Sqm
10 hick (1:2:4) P.C.C. for flooring with punning, rubbing in hard surface curing.
for septic tank floor 1.00 6.667 1.800 0.038 0.46
Total 0.46 cum

Page 28
 Quantity Estimate of Remaining Temple Works
(A) Civil Works

Length Breadth Quantity

SN Description No. Height (m) Remarks
(m) (m)

1 Rubble masonry in 1:4 C/S mortar.

along long wall 2 7.5 0.23 1.00 3.45
along short wall 3 7.000 0.23 1.00 4.83
partition wall
Long 2 1.35 0.13 1.00 0.3375
short 2 1.2 0.13 1.00 0.3
Sub-Total 8.9175 cum
2 PCC Work (1:2:4)
Super Structure
Lintel Band
Long 2 7.550 0.230 0.150 0.52
Short 2 7.215 0.230 0.150 0.5
Sill Band
Long 2 7.550 0.230 0.075 0.26
Short 2 7.215 0.230 0.075 0.25
for roof
Long 2 7.550 0.230 0.150 0.52
Short 2 7.215 0.230 0.150 0.5
Slab 1 7.550 7.215 0.120 6.54
Sub-Total 9.09 cum
3 Tor steel reinforcement bar of fe 415/500 grade.
0.7.% of rcc volume 1 9.090 0.007 7,850.0 499.50
Sub-Total 499.4955 kg
4 Formwork, shuttering, centering with approved materials.
6 times RCC volume 1 9.090 6.000 54.54
Sub-Total 54.54 sqm
5 12.5mm thick cement sand plaster in (1:4) ratio on wall
along long wall 2.00 7.090 2.750 39.00
along short wall 3.00 6.755 2.750 55.73
partition wall
Long 2 1.35 2.000 5.40
Short 2 1.2 2.000 4.80
deductions
Door D1(1.2*2.1) 1.00 1.200 2.100 -2.52
Window W1(0.75*0.45) 1.00 0.750 0.450 -0.34
Window W2(2.330*0.230) 2.00 2.330 0.230 -1.07
Sub-Total 101.00 sqm
6 12.5mm thick cement sand plaster in (1:4) ratio on Ceiling
7.5 7.000 52.5 sqm

50 mm thick ( 1:2:4) P.C.C for flooring with punning, rubbing in hard

surface curing.
7
ground floor 1.00 7.000 6.000 0.050 2.10
Sub-Total 2.10 cum
Well seasoned salwood chaukhats for fixed/ openable door / windows.
8
Door D1(1.2*2.1) 1.00 5.400 0.075 0.100 0.04
Window W1(0.75*0.45) 1.00 2.400 0.075 0.100 0.02
Window W2(2.330*0.230) 2.00 5.120 0.075 0.100 0.08
Sub-Total 0.14 cum
Flush door shutter of 38*100 mm size sal wood frame with 0.5mm thick G.I
plain sheet on both side.
9
Door D1(1.2*2.1) 1.00 1.200 2.100 2.52
Sub-Total 2.52 sqm
2 coats of ready made enamel paint of approved colour over 1 coats of
primer.
10
Door D1(1.2*2.1) 1.00 1.200 2.100 2.52
Window W1(0.75*0.45) 1.00 0.750 0.450 0.34

Page 29
 Length Breadth Quantity
SN Description No. Height (m) Remarks
(m) (m)

Window W2(2.330*0.230) 2.00 2.330 0.450 2.10

Sub-Total 4.95 sqm
11 Colouring with 2 coats snowcem
same as wall plaster 101.00 job

glazed tiles fitting in cement sand mortar (1:4) wall

along long wall 2.00 7.090 1.500 21.27
along short wall 3.00 6.755 1.500 30.40
partition wall
Long 2 1.35 1.500 4.05
Short 2 1.2 1.500 3.60
deductions
Door D1(1.2*2.1) 1.00 1.200 2.100 -2.52
Window W1(0.75*0.45) 1.00 0.750 0.450 -0.34
Window W2(2.330*0.230) 2.00 2.330 0.230 -1.07
Sub-Total 55.39 sqm

12 25mm thick mosaic flooring

ground floor 1.00 7.500 7.000 52.50
Sub-Total 52.50 sqm

Page 30
 ABSTRACT OF COST
SN Iteams of Description Unit Quantity Rate, NRs. Amount, NRs.

1 Earthwork in Excavation cum 24.980 604.10 15,090

2 Flat Stone Soling cum 6.245 8,495.40 53,054
3 Earthwork in Backfilling (25%of Earthwork in Excavation) cum 6.245 377.50 2,357
4 Rubble Masonry work in foundation cum 20.200 10,618.42 214,492
5 Rubble masonry in 1:4 C/S mortar. cum 30.539 10,618.42 324,274
6 PCC Work (1:2:4) -
Sub Structure cum 2.016 16,040.34 32,337
Super Structure cum 14.448 20,664.77 298,558
7 Tor steel reinforcement bar of fe 415/500 grade. kg 1317.681 126.50 166,687
8 Formwork, shuttering, centering with approved materials. sqm 98.782 702.57 69,401
9 12.5mm thick cement sand plaster in (1:4) ratio on wall sqm 302.860 422.46 127,946
12.5mm thick cement sand plaster in (1:4) ratio on Ceiling sqm 69.573
10 50 mm thick ( 1:2:4) P.C.C for flooring with punning, rubbing in hard surface curing. cum 2.395 16,040.34 38,411
11 Well seasoned salwood chaukhats for fixed/ openable door / windows. cum 0.518 105,473.00 54,630
13 Flush door shutter of 38*100 mm size sal wood frame with 0.5mm thick G.I plain sheet on bo sqm 19.530 8,810.56 172,070
14 2 coats of ready made enamel paint of approved colour over 1 coats of primer. sqm 23.01 339.70 7,818
15 Colouring with 2 coats snowcem sqm 302.86 137.23 41,561
glazed tiles fitting in cement sand mortar (1:4) wall sqm 166.85
glazed tiles fitting in cement sand mortar (1:4) floor sqm 47.89
16 Landscaping Works in the toilet periphery LS 1.00 5000.00 5,000
Total Estimated Civil Works Amount (NRs) 1,577,126

B Sanitary Cost (25% of Civil Works) LS 600,000.00

C Electrical Works (10% of Civil Works) LS 150,000.00

D Septic Tank
1 Earthwork in excavation in ordinary Soil cu.m. 48.73 604.10 29,436.83
2 Flat Brick Soling cu.m. 2.18 8,495.40 18,533.56
3 PCC Work (1:2:4) cu.m. 0.87 16,040.34 13,955.10
4 Brick masonry in 1:4 C/S mortar. cu.m. 9.56 10,618.42 101,531.21

5 Plain cement Concrete (PCC) for RCC works (1:2:4) for slab/lintels/beam/pillar cu.m. 2.67 20,664.77 55,102.61

6 Tor steel reinforcement bar of fe 415/500 grade. kg 418.64 126.50 52,958.02

7 Formwork, shuttering, centering with approved materials. sq.m. 16.00 702.57 11,240.42
8 12.5mm thick cement sand plaster in (1:4) ratio on wall . sq.m. 40.64 422.46 17,169.45
9 3 mm thick cement sand punning Sqm 25.40 317.07 8,053.90

10 50mm thick (1:2:4) P.C.C. for flooring with punning, rubbing in hard surface curing. cum 0.46 16,040.34 7,314.76

Total Estimated Septic Tank cost 315,295.85

Grand Total 2,642,422

Prepared By: Checked By: Recommended By:

 Main Building , Page32
GOVERNMENT OF NEPAL
MINISTRY OF URBAN DEVELOPMENT
DEPARTMENT OF URBAN DEVELOPMENT AND BUILDING CONSTRUCTION
DIVISION OFFICE , POKHARA
DETAIL ESTIMATE
Main Building

#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
Civil Works
1
Site clearance work asper direction 1 1.00 job #REF! #REF!
2 Earth work excavation in foundation
(hard soil)
100 KN/m2 Bearing capacity
Column-foundn.f1 11 1.50 1.50 1.72 42.57
Column-foundn.f2 8 1.70 1.70 1.72 39.77
Column-foundn.f3 6 1.90 1.90 1.72 37.26
Column-foundn.f4 4 2.00 2.00 1.72 27.52
Column-foundn.f5 2 2.20 2.20 1.72 16.65
wall- 1 128.30 0.60 0.82 63.12
add.wall 1 26.85 0.60 0.50 8.06
Step 1 5.05 1.40 0.22 1.59
1 2.55 0.60 0.22 0.34
236.88
a Earth excavation -soft/hard /bms soil
1 236.88 0.90 213.19 m3 #REF! #REF!
Earth work excavation -Soft
b
rock/badhaya stone/Muram stone 1 236.88 0.10 23.68 m3 #REF! #REF!
3 Dry stone soling work in foundn.
Column-foundn.f1 11 1.50 1.50 0.15 3.71
Column-foundn.f2 8 1.70 1.70 0.15 3.47
Column-foundn.f3 6 1.90 1.90 0.15 3.25
Column-foundn.f4 4 2.00 2.00 0.15 2.40
Column-foundn.f5 2 2.20 2.20 0.15 1.45
wall foundation 1 163.95 0.60 0.15 14.76
add.wall 1 26.85 0.60 0.15 2.42
Step 1 5.05 1.4 0.15 1.06
1 2.55 0.6 0.15 0.23
Total 32.75 #REF! #REF!
4 Lean concrete 1:3:6
Column-foundn.f1 11 1.50 1.50 0.075 1.86
Column-foundn.f2 8 1.70 1.70 0.075 1.73
Column-foundn.f3 6 1.90 1.90 0.075 1.62
Column-foundn.f4 4 2.00 2.00 0.075 1.20
Column-foundn.f5 2 2.20 2.20 0.075 0.73
wall foundation 1 163.95 0.60 0.075 7.38
add.wall 1 26.85 0.60 0.075 1.21
Step 1 5.05 1.4 0.075 0.53
1 2.55 0.6 0.075 0.11
16.37 m3 #REF! #REF!
5 Stone masonry in 1:6 cement mortar
work
foundation wall-outer 1 163.95 0.30 0.925 45.50
ramp & ver.wall 1 5.385 1.65 0.23 2.00
Step 1 5.05 1.4 0.23 1.59
1 2.55 0.6 0.23 0.34
49.43 m3 #REF! #REF!
6 R.C.C. work 1:1.5:3
column-base.f1 11 1.50 1.50 0.15 3.71
trapezoidal 11 1.28 0.20 2.81
column-base .f2 8 1.70 1.70 0.15 3.47
trapezoidal 8 1.60 0.20 2.55
column-base.f3 6 1.90 1.90 0.15 3.25
trapezoidal 6 1.96 0.20 2.35
Column-foundn.f4 4 2.00 2.00 0.15 2.40
trapezoidal 4 2.15 0.20 1.72
Column-foundn.f5 2 2.20 2.20 0.15 1.45
trapezoidal 2 2.57 0.25 1.29
column-foun. 31 0.35 0.35 1.55 5.89

Estimated by: Checked by: Approved by:

 Main Building , Page33
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
foundation & dpc tie beam 2 163.95 0.30 0.30 29.51 20.06
dpc tie beam-extra 1 26.85 0.25 0.30 2.01 22.86
ramp & ver.wall 1 5.39 0.25 0.30 0.40 68.58
10.85
column-super st.-gf 31 0.35 0.35 2.65 10.06 75.95
column-super st.-ff 16 0.35 0.35 2.65 5.19 6.4
roof column 31 0.35 0.35 1.00 3.80 170.99
T- beam -gf 1 163.95 0.30 0.25 12.30
T- beam -ff 1 102.24 0.30 0.25 7.67
canti beam 1 5.15 0.30 0.25 0.39
slab-gf 1 23.50 12.30 0.125 36.13
slab-ff 1 12.75 5.30 0.125 8.45
1 12.30 7.20 0.125 11.07
1 7.85 2.30 0.125 2.26
jhaller portion-gf 1 67.90 0.075 0.350 1.78
jhaller portion-ff 1 51.55 0.075 0.350 1.35
steps-riser 18 1.20 0.30 0.084 0.54
sill -gf 1 123.00 0.23 0.112 3.18 18.7
sill, -ff 1 97.30 0.23 0.112 2.52 8.85
Counter slab 1 29.09 0.75 0.075 1.64
Total 171.14 m3 #REF! #REF!
7 Reinforcement bar for Rcc work
steel bar 1 171.14 78.50 1.80 24182.08
24182.08 kg #REF! #REF!
8 Form work for Rcc/pcc (Plywood
with iron props)
column-base.f1 44 1.50 1 0.15 9.90
column-base .f2 32 1.70 1 0.15 8.16
column-base.f3 24 1.90 1 0.15 6.84
Column-foundn.f4 16 2.00 1 0.15 4.80
Column-foundn.f5 8 2.20 1 0.15 2.64
column-foun. 124 0.35 1 1.55 67.27
foundation & dpc tie beam 4 163.95 1 0.30 196.74
dpc tie beam-extra 2 26.85 1 0.300 16.11
column-super st.-gf 124 0.35 1 2.65 115.01
column-super st.-ff 64 0.35 1 2.65 59.36
roof column 124 0.35 1 1.00 43.40
T- beam -gf 1 163.95 1 1.00 163.95
T- beam -ff 1 102.24 1 1.00 102.24
slab-gf 1 23.50 12.30 1 289.05
1 73.60 0.13 1 9.20
slab-ff 1 12.75 5.30 1 67.58
1 12.30 7.20 1 88.56
1 7.85 2.30 1 18.06
1 48.40 0.13 1 6.05
jhaller portion-gf 1 67.90 1 0.775 52.62
jhaller portion-ff 1 51.55 1 0.775 39.95
steps 40 1.25 1 0.16 8.00
sill-7.5 cm out side 1 123 1 0.34 41.82
sill 1 97.3 1 0.34 33.08
vertical bend 70 1.80 0.45 1 56.70
Counter slab 1 29.09 0.75 1 21.82
1528.91 m2 #REF! #REF!
9 Brick masonry (chimney brick) in 1:4
c/m work
out side wall -gf 1 55.40 0.23 2.65 33.77
inside wall -gf 1 41.945 0.23 2.88 27.74 41.945
out side wall -ff 1 42.85 0.23 2.65 26.12
inside wall -ff 1 21.18 0.23 2.65 12.91
inside wall -ff 1 10.78 0.15 2.65 4.28
parapet wall-ff 1 40.80 0.23 0.90 8.45
parapet wall-tf 1 49.83 0.23 0.90 10.31
below counter wall 23 0.60 0.11 0.73 1.11
deduction 124.69
Door-MD 1 1.20 0.23 2.65 0.73
Door-D1 5 1.00 0.23 2.65 3.05
Door-D2 5 0.90 0.23 2.65 2.74
Door-D3 7 0.75 0.23 2.65 3.20

Estimated by: Checked by: Approved by:

 Main Building , Page34
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
DV2 1 0.90 0.23 2.65 0.55
1 0.90 0.23 0.30 0.06
DW 1 0.90 0.23 2.65 0.55
1 0.60 0.23 1.75 0.24
window-w1 7 1.50 0.23 1.75 4.23
window-w2 5 1.20 0.23 1.75 2.42
V2 2 1.20 0.23 0.85 0.47
v1 1 1.80 0.23 0.85 0.35
v3 5 0.60 0.23 0.85 0.59
(-) 19.18
Total 105.51 m3 #REF! #REF!
10 Sal wood chaukhat
Door-MD 1 8.20 0.125 0.075 0.077
Door-D1 5 7.30 0.100 0.075 0.274
Door-D2 5 7.10 0.100 0.075 0.266
Door-D3 7 6.80 0.100 0.075 0.357
DV2 1 7.10 0.100 0.075 0.053
1 2.40 0.100 0.075 0.018
DW 1 7.10 0.100 0.075 0.053
1 4.70 0.100 0.075 0.035
Total 1.133 m3 #REF! #REF!
11 Sal wood shutter work
a 1.5"-th.Sal wood panelled shutter
Door-MD 1 1.11 2.60 2.89
DW 1 0.81 2.60 2.11
1 0.51 1.66 0.85
Total 5.85 m2 #REF! #REF!
b

Supplying and fitting Ready made

Teak wood Doors,ordinary
(Seasoned and Poisoned
treated ,one side teak and other
side water proof ply fitting) with all
neccessary hardware all complete.
Door-D1 5 0.91 2.60 11.85
Door-D2 5 0.81 2.60 10.55
DV2 1 0.81 2.60 2.11
1 0.81 0.30 0.24
Total 24.75 m2 #REF! #REF!
c
Supplying and fitting Ready made
Teak wood Doors,special
(Seasoned and Poisoned
treated ,one side teak and other
side water proof ply with formica
liminated ) with all neccessary
hardware all complete.
Door-D3 7 0.66 2.60 12.04
Total 12.04 m2 #REF! #REF!
d 1.5"-th.Sal wood frame with wire
mesh & exp.metal shutter
Door-D1 2 0.91 2.60 4.74
Total 4.74 m2 #REF! #REF!
e
Glazed fixing work with glass-4mm
DV2 1 0.91 0.51 0.46
1 0.91 0.26 0.23
DW 1 0.91 0.51 0.46
1 0.91 1.71 1.55
Door-MD 1 1.11 0.51 0.56
Door-D1 5 0.91 0.51 2.30
Door-D2 5 0.81 0.51 2.05
Door-D3 7 0.66 0.51 2.33
9.94 m2 #REF! #REF!
12 #REF!
window-w1 7 1.50 1.75 18.38
window-w2 5 1.20 1.75 10.50
V2 2 1.20 0.85 2.04
v1 1 1.80 0.85 1.53

Estimated by: Checked by: Approved by:

 Main Building , Page35
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
v3 5 0.60 0.85 2.55
Total 35.00 m2 #REF! #REF!
13 Supplying and fitting 12x12mm
solidcore grill on 5x20mm frame all
complete work.
window-w1 7 1.50 1.75 18.38
window-w2 5 1.20 1.75 10.50
V2 2 1.20 0.85 2.04
v1 1 1.80 0.85 1.53
v3 5 0.60 0.85 2.55
DW 1 0.60 1.75 1.05
Total 36.05 m2 #REF! #REF!
14 Flooring work
Earth trans.,back filling & ramming
a
work
build. 1 22.50 10.50 0.375 88.59
deduction -1 4.10 2.80 0.375 -4.31
Total 84.28 m3 #REF! #REF!
b Dry stone soling work with sand
build.floor 1 22.50 10.50 0.15 35.44
deduction -1 4.1 2.8 0.15 -1.72
Total 33.72 m3 #REF! #REF!
c P.C.C.1:2:4-ground floor
build.floor 1 22.50 10.50 0.075 17.72
deduction 1 4.10 2.80 0.075 0.86
ramp 5.385 5.39 2.00 0.075 4.35
parapet wall 1 45.20 0.23 0.05 0.52
parapet wall 1 49.83 0.11 0.05 0.27
Total 23.72 m3 #REF! #REF!
d 2"-th.P.C.C.1:2:4- with
plaster,punning, finishing work
f.f 1 10.65 8.85 94.25
ff 1 2.60 2.80 7.28
Total 101.53 m2 #REF! #REF!
e Skirting work 5" -3mm Cement
punning - rooms 13 14.00 182.00 rm #REF! #REF!

f 3"-th.(av.)P.C.C.1:2:4- with finishing

work
over roof slab-ff 1 9.05 10.85 98.19
remaining front part 1 11.00 2.00 22.00
Terrace 1 11.09 11.20 124.21
1 2.80 6.75 18.90
263.30 m2 #REF! #REF!
15 Tile all complete fitting work
a
Glazed tile fitting with boarder (1:4)
toilet wall 6 7.65 1.50 68.85
1 7.00 1.50 10.50
Basin Wall 2 1.20 1.50 3.60
kitchen/Pantry wall 2 1.20 1.20 2.88
dressing,Epi,Autoclave,Delivery wall
1 25.20 1.50 37.80
near washbasin 3 0.90 1.20 3.24
Sluice/scrub 1 10.10 1.20 12.12
Deduct Doors -4 1.00 1.20 -4.80
-6 0.75 1.20 -5.40
Total 128.79 m2 #REF! #REF!
b Flooring tile fitting (1:4)
toilet 6 1.85 1.98 21.92
kitchen 2 2.90 2.50 14.50
Total 36.42 m2 #REF! #REF!
c 25mm Mosaic flooring work (1:2) c/s
plaster
g floor 1 11.16 4.10 45.76
1 12.80 4.15 53.12
skirting 4 18.05 0.15 10.83
11 7.55 0.15 12.46
Sluice 1 1.80 2.20 3.96

Estimated by: Checked by: Approved by:

 Main Building , Page36
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
Total 126.13 m2 #REF! #REF!
d Marble flooring work
staircase floor 2 4.40 2.50 22.00
Verandah ff 1 1.65 2.50 4.13
staircase riser 18 1.20 0.17 3.61
skirting 1 74.45 0.15 11.17
verandah-gf 1 32.40 2.00 64.80
1 9.55 2.00 19.10
1 1.55 4.10 6.36
lobby 1 3.60 4.40 15.84
kitchen/other slab 1 22.15 0.75 16.61

sill of openings, out side wall -gf 1 16.80 0.23 3.86

out side wall -ff 1 13.50 0.23 3.11
Total 170.59 m2 #REF! #REF!
16 Water proofing work as per
direction
a Water proofing at exposed roof
using perma clear seal coating or
equivalent paint
over roof slab-tf 1 21.60 12.40 267.84
1 2.50 7.90 19.75
remaining front part 1 11.00 2.00 22.00
Total 309.59 m2 #REF! #REF!
b Water proofing liqud for rcc,pcc as
per direction 1 115.00 115.00 ltr #REF! #REF!
17 Cement plaster work 1:4
a 3/4"-Cement plaster 1:4
out side below dpc 1 68.80 0.450 30.96
Total 30.96 m2 #REF! #REF!
b 1/2"-Cement plaster 1:4
out side-gf 2 64.65 3.20 413.76
2 11.55 3.20 73.92
ff 2 13.89 3.20 88.90
2 9.20 3.20 58.88
parapet wall 2 45.97 0.75 68.96
parapet wall 2 50.18 0.75 75.27
projectionslab-gf 1 73.60 2.05 150.88
projectionslab-sf 1 49.28 2.05 101.02
out total out total 1031.59
inner side -gf 1 156.84 3.08 483.07
ff 1 94.02 3.08 289.58
inside 772.65
deduction
Door-MD 1 1.20 2.65 3.18
Door-D1 5 1.00 2.65 13.25
Door-D2 5 0.90 2.65 11.93
Door-D3 7 0.75 2.65 13.91
DV2 1 0.90 2.65 2.39
1 0.90 0.30 0.27
DW 1 0.90 2.65 2.39
1 0.60 1.75 1.05
window-w1 7 1.50 1.75 18.38
window-w2 5 1.20 1.75 10.50
V2 2 1.20 0.85 2.04
v1 1 1.80 0.85 1.53
v3 5 0.60 0.85 2.55
Tile Area
toilet wall 6 7.65 1.50 68.85
1 7.00 1.50 10.50
Basin Wall 2 1.20 1.50 3.60
kitchen/Pantry wall 2 1.20 1.20 2.88
dressing,Epi,Autoclave,Delivery wall
1 25.20 1.50 37.80
near washbasin 3 0.90 1.20 3.24
Sluice/scrub 1 10.10 1.20 12.12
(-) 222.36
Total 1581.88 m2 #REF! #REF!

Estimated by: Checked by: Approved by:

 Main Building , Page37
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
c Ceiling plaster 1:4c/m
Bldg.gf 1 21.60 11.20 241.92
1 6.40 3.15 20.16
Bldg.ff 1 11.09 11.20 124.21
1 6.40 3.15 20.16
Total 406.45 m2 #REF! #REF!
18 Plain white putty 2mm on inner wall
and ceiling
inner side -gf 1 156.84 3.08 483.07
ff 1 94.02 3.08 289.58
inside 772.65
deduction
Door-MD 1 1.20 2.65 3.18
Door-D1 5 1.00 2.65 13.25
Door-D2 5 0.90 2.65 11.93
Door-D3 7 0.75 2.65 13.91
DV2 1 0.90 2.65 2.39
1 0.90 0.30 0.27
DW 1 0.90 2.65 2.39
1 0.60 1.75 1.05
window-w1 7 1.50 1.75 18.38
window-w2 5 1.20 1.75 10.50
V2 2 1.20 0.85 2.04
v1 1 1.80 0.85 1.53
v3 5 0.60 0.85 2.55
Tile Area
toilet wall 6 7.65 1.50 68.85
1 7.00 1.50 10.50
Basin Wall 2 1.20 1.50 3.60
kitchen/Pantry wall 2 1.20 1.20 2.88
dressing,Epi,Autoclave,Delivery wall
1 25.20 1.50 37.80
near washbasin 3 0.90 1.20 3.24
Sluice/scrub 1 10.10 1.20 12.12
(-) 222.36
Total 550.29
Ceiling
Bldg.gf 1 21.60 11.20 241.92
1 6.40 3.15 20.16
Bldg.ff 1 11.09 11.20 124.21
1 6.40 3.15 20.16
Total 956.74 m2 226.21 216424.15
2coat-Enamel paint with 1-coat
19
primer
Door-MD 1 1.20 2.25 2.65 7.16
DW 1 0.90 2.25 2.65 5.37
1 0.60 1 1.75 1.05
Total 13.58 m2 #REF! #REF!
20 3 coat chopra polishing on teak ply
shutter
Door-D1 5 1.00 2 2.65 26.50
Door-D2 5 0.90 2 2.65 23.85
Door-D3 7 0.75 2 2.65 27.83
DV2 1 0.90 2 2.65 4.77
1 0.90 2 0.30 0.54
Total 83.49 m2 #REF! #REF!

21 2-coat-plastic emulsion paint with

primer s.no. 23(b) 772.65 0.50 386.33
Total 386.33 m2 #REF! #REF!
22 2 coat-weather proof paint
out side below dpc 1 68.80 0.450 30.96
out side-gf 2 64.65 3.20 413.76
2 11.55 3.20 73.92
ff 2 13.89 3.20 88.90
2 9.20 3.20 58.88
parapet wall 2 45.97 0.75 68.96
parapet wall 2 50.18 0.75 75.27
projectionslab-gf 1 73.60 2.05 150.88

Estimated by: Checked by: Approved by:

 Main Building , Page38
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
projectionslab-ff 1 49.28 2.05 101.02
Total 1062.55 m2 #REF! #REF!
23 2-coat-distemper paint with primer s.no. 23(a) 772.65 0.50 386.33
s.no. 23(c) 406.45 406.45
Total 792.78 m2 #REF! #REF!
24 Railing work-Stainless steel 50mm
dia. With 2m c/c post-1"pipe bracing
2-layer & 90 cm height all complete
fitting work
staircase 1 2.80 2.80
verendah 1 31.15 31.15
1 37.55 37.55
71.50 rm #REF! #REF!

25 Supplying and fitting iron pipe for

railing in parapet. (40mm dia m
class) all complete work. 1 93.88 3.61 338.91 kg #REF! #REF!

26 Iron step spiral- 4" pipe post

staircase 3 3.00 rm #REF! #REF!
Civil Works Sub Total #REF! #REF!
27 Sanitary Works
Supplying and Fixing White
glazed earthenware Indian pattern
Orissa Pan with low level Pvc
flushing cistern ,trap,pipe
connector with complete
accessories including bracket,
flushing pipe,pipe connector etc.
all complete set. (Hindware,
Parryware, Classica, bolan or
equivalent.)

1 Indian pattern W C 530mm Orissa

Pan with PVC low level flushing
cistern all complete set. 5.00 5.00 set #REF! #REF!
Supplying and Fixing Porcelain
clay Indian Pattern Comode P or
S trap, Pvc Cistern and Plastic
seat cover with pipe connector
all complete set (Hindware,
Parryware, Classica, bolan or
equivalent.)

#REF!
2 Indian pattern Comode with PVC
low level flushing cistern and seat
cover all complete set. 1.00 1.00 set #REF! #REF!
Supplying and fixing White glaze
Indian Pattern Porcelain clay
wash basin/Oval with brackets
32mm dia. Pvc bottle trap, 32mm
CP waste coupling ,
15mmx450mm long c.p. pipe
connector etc all
complete.Sanitaryware:-.
( Parryware,Hindware, or
equivalent ) .
#REF!
3 Indian pattern Porcelain clay white
glaze 55X40 cm Wash Basin with
pedestal and swan type piller cock
complete set. 6 6.00 set #REF! #REF!
4 Porcelain clay white glaze Indian
Pattern 55X40 cm size , wash basin
with pedestal and central hole
Aerator type basin mixer etc all
complete.
4 4.00 set #REF! #REF!

Estimated by: Checked by: Approved by:

 Main Building , Page39
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
5 Indian pattern Porcelain clay white
glaze Oval Wash Basin 50x40cm
with inbuilt hole/over counter/under
counter and swan type piller cock 1 1.00 set #REF! #REF!
complete set.
6 Kitchen sink stainless steel
900x450x200mm depth with drain
board 1mm thickness with
Aerator/swan type sink cock. 2 2.00 set #REF! #REF!
7 Kitchen sink stainless steel
900x450x200mm depth with drain
board 1mm thickness with
Aerator/swan type sink Mixer all 1 1.00 set #REF! #REF!
complete set..
Supplying and Fixing ( Fabricated
Scrub sink) The spalsh made of
304 qwality prime grade of
Stainless steel 16 swg
thickness,Floor mounted with
leg(stand),kantipur kitchen
equipment, Qwality kitchen or
equivalent.Sample to be approved
by project engineer.

#REF!
8 Stainless steel Scrub sink 1.5mt
length,deep 500mm+150mm splash
1 1.00 set #REF! #REF!
Supplying and Fixing Indian
pattern C.P. valves with wall
flange Including c.p. nipple all
complete set. #REF!
9 15mm C.P. concealed stop cock
with sliding flange 6 6.00 nos #REF! #REF!
10 Chrome plate shower rose 7.5 cm
dia.with wall flange all complete set.
3 3.00 nos #REF! #REF!
11 15mm dia C.P. bath spout with wall
flange. 3 3.00 nos #REF! #REF!
12 C.P. Bibcock 15mm dia long neck
type with wall flange 6 6.00 nos #REF! #REF!
13 15mm dia Angle valve with wall
flange. 12 12.00 nos #REF! #REF!
14 15mm dia two way angle valve 5 5.00 nos #REF! #REF!
15 15 mm CP water spray with 1.2mt.
Long flexiable pipe. 6 6.00 set #REF! #REF!
Supplying and Fixing Indian
pattern bathroom accessories all
complete set. #REF!
16 Chrome plated toilet paper holder
flap type(cover type). 6 6.00 nos #REF! #REF!
17 Chrome plated soap tray(heavy). 17 17.00 nos #REF! #REF!
18 C p 15mm dia x450mm long towel
rod. 10 10.00 nos #REF! #REF!
19 Looking Mirror Modi guard
450x600mm (18"x 24") 8 8.00 nos #REF! #REF!
20 European pattern Stainless steel
45cm long with bend type Grab
Bar . 4 4.00 set #REF! #REF!
Indian pattern Electric water
heater (Geyser) with built up
check valve, pressure relief valve
all complete set.
(Crompton,bajaj,Jaquar or
equivalent.)
#REF!
21 25 lit electric water heater (Geyser)
2 2.00 nos #REF! #REF!

Estimated by: Checked by: Approved by:

 Main Building , Page40
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
Supplying and Fixing Pvc roof
water tank With screw type cover
including drain hole ,inlet outlet,
over flow etc.all complete set .Hill
take, Roof top or equivalent
#REF!
22 1000 lit capacity PVC water tank. 2 2.00 nos #REF! #REF!
Supplying and Fixing Electric
moter Pump single or three phase
phase with base, nut and bolts all
complete set (Kirloskar, Compton
or equiv),
#REF!
23 1HP Electric motor Pump
monoblock. 1 1.00 nos #REF! #REF!
24 Pressure sensor switch for pump
auto switch off all complete set. 1 1.00 set #REF! #REF!
Supplying and fixing CPVC:-
Chlorinated Poly Vinyl Chloride
pipe(hot and cold). or equivalent
with CPVC fittings/ specials
(Tees, elbows, Unions etc)
clamps(m.s plate with nut and
bolt with hexagonal screws for
clamp in ceiling,wall), nails,
including jointing
materials,installation of pipes and
specials including making holes
on walls or floor and repairing the
same to its original finish, all
complete set as per specification
and instruction.
(Astral/Ashirbad/Hilltake / IS/NS
standard) .NSF MARK

#REF!
25 15 mm dia CPVC Pipe SDR 11
CTS, 22.5 kg/cm2 includes
fixing/laying with necessary fittings
all complete. 24 24.00 Rm #REF! #REF!
26 20 mm dia CPVC Pipe SDR 11
CTS, 22.5 kg/cm2 includes
fixing/laying with necessary fittings
all complete. 174 174.00 Rm #REF! #REF!
27 25 mm dia CPVC Pipe SDR 11
CTS, 22.5 kg/cm2 includes
fixing/laying with necessary fittings
all complete. 127 127.00 Rm #REF! #REF!
28 32 mm dia CPVC Pipe SDR 11
CTS, 22.5 kg/cm2 includes
fixing/laying with necessary fittings
all complete. 42 42.00 Rm #REF! #REF!
Supplying and fixing CPVC:-
Chlorinated Poly Vinyl Chloride
valve including jointing materials.
all complete set as per
specification and instruction.
#REF!
29 15 mm dia CPVC Ball Valve, CTS
Socket all complete. 2 2.00 nos #REF! #REF!
30 20 mm dia CPVC Ball Valve, CTS
Socket all complete. 10 10.00 nos #REF! #REF!
31 25 mm dia CPVC Ball Valve, CTS
Socket all complete. 7 7.00 nos #REF! #REF!
32 32 mm dia CPVC Ball Valve, CTS
Socket all complete. 2 2.00 nos #REF! #REF!
Supplying and Fixing Gun metal
gate valve/check valve full way
medium all complete set as per
specification and instruction.
#REF!

Estimated by: Checked by: Approved by:

 Main Building , Page41
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
33 (G.M.) check valve 25mm dia 2 2.00 nos #REF! #REF!
THERMAL INSULATION TUBES:-
Providing and fixing in position
6mm thick wall thickness
thermal insulation tubes for
Insulation to hot water line pipes
as per need joining and covering .

#REF!
34 15mm dia.6mm wall thickness
insulation for hot water pipe all
complete. 6 6.00 Rm #REF! #REF!
35 20mm dia,6mm thick wall thickness
insulation for hot water pipe
36 36.00 Rm #REF! #REF!
Supplying and Fixing solar water
heater with 3.0 k.w. electric
booster with thermostat all
complete set. Technical spe.:-
Inside boiler M.S sheet 4.0 mm
thick with Expansion joint(over
lap joint) in cover and bottom
with 25x25x3 mm angle
welded,4.0 kg/sq.cm pressure
tested in both solar boiler and
salar panel, 100 mm thick glass
wool between cover and m s tank,
4.0mm plain single glass, panel
size 900x1800 cm, cleaning of the
system, testing and ready for
operation,all complete set as per
specification and instruction

#REF!
36 300 lit. 3 panel solar heater fixing
with electric booster all complete.
1 1.00 #REF! #REF!
Supplying and Fixing uPVC pipe
6kg/sqcm all complete set as per
specification and instruction.
(Dwv,Panchakanya,SN-4,
Prince,Supreme )
#REF!
37 50mm PVC pipe of 6 kg/cm2 21 21.00 Rm #REF! #REF!
38 75mm PVC pipe of 6 kg/cm2 46 46.00 Rm #REF! #REF!
39 110mm PVC pipe of 6 kg/cm2 96 96.00 Rm #REF! #REF!
Supplying and Fixing UPVC
specials with O ring rubber
washer,Pvc liquid(Solvent
cement), Pvc cream,Pvc pipe
clips with screw,Vent cowl all
complete set as per specification
and instruction.
(Panchakanya,Prince,Supreme )

#REF!
40 50 mm dia UPVC 90 degree bend
25 25.00 nos #REF! #REF!
41 50 mm dia UPVC 45 degree bend.
30 30.00 nos #REF! #REF!
42 50 mm dia UPVC plain Y-Tee. 3 3.00 nos #REF! #REF!
43 75 mm dia UPVC vent cowl 5 5.00 nos #REF! #REF!
44 75 mm dia UPVC plain. 5 5.00 nos #REF! #REF!
45 75 mm dia UPVC door tee. 8 8.00 nos #REF! #REF!
46 75 mm dia UPVC 90 degree bend.
12 12.00 nos #REF! #REF!
47 75 mm dia UPVC door bend. 8 8.00 nos #REF! #REF!
48 75 mm dia UPVC 45 degree bend.
8 8.00 nos #REF! #REF!
49 75 mm dia UPVC Y branch. 3 3.00 nos #REF! #REF!

Estimated by: Checked by: Approved by:

 Main Building , Page42
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
50 75 mm dia UPVC pipe clip. 7 7.00 nos #REF! #REF!
51 110 mm dia UPVC vent cowl. 3 3.00 nos #REF! #REF!
52 110 mm dia UPVC plain . 2 2.00 nos #REF! #REF!
53 110 mm dia UPVC Door Tee 4 4.00 nos #REF! #REF!
54 110 mm dia UPVC 90 degree bend.
22 22.00 nos #REF! #REF!
55 110 mm dia UPVC Door bend. 6 6.00 nos #REF! #REF!
56 110 mm dia UPVC 45 degree bend
15 15.00 nos #REF! #REF!
57 110 mm dia UPVC Y branch 6 6.00 nos #REF! #REF!
58 110 mm dia UPVC pipe clip 20 20.00 nos #REF! #REF!
59 75x75mm dia.Pvc p-trap 10 10.00 nos #REF! #REF!
60 110x110mm dia.Pvc p-trap 5 5.00 nos #REF! #REF!
61 110x75 red. Socket 10 10.00 nos #REF! #REF!
62 5 kg fire extinguiser with pressure
guage type all complete set. 5 5.00 nos #REF! #REF!
63 CI cover 60x60 cm size
(medium).Round type set. 5 5.00 nos #REF! #REF!
64 C I Cover round type 45x45cm ,with
locking arrangement(16kg) complete
set. 1 1.00 set #REF! #REF!
65 Supplying and Fixing HDP Pipe 4
kg/sq.cm all complete set as per
specification and instruction.
(Panchakanya or equivalent(N.S. )
#REF!
66 4 kg/cm2 (110 mm) HDP pipe. 22 22.00 Rm #REF! #REF!
67 Providing and laying non-
pressure NP2 class (light duty)
RCC pipes with collars jointed
with stiff mixture of cement
mortar in the proportion of 1:2 (1
cement : 2 find sand) including
testing of joints etc. complete.

#REF!
68 150 mm dia NP2 RCC Hume pipe
including collar with all complete. 7.2 7.20 Rm #REF! #REF!
69 20 mm-HDP pipe 10kg/m2 100.00 rm #REF! #REF!
70 #REF! #REF! ### #REF! #REF!
71 2"x2"-Angle post and frame ,1"/3/4"
wide iron plate base,iron steps PVC
Tank-2 nos combined stand- as per
direction #REF! ### #REF! #REF!
72
Stainless steel deep sluice sink-
0.80x0.80x0.60 m deepwith 15 cm
splash (bowl inner
size0.60x0.60x0.60m)all complete
fittings #REF! ### #REF! #REF!
73 Single liver surgical propose Elbow
action sink mixture with extended
operation lever #REF! ### #REF! #REF!
74 Euroguard filter complete set 2.00 set #REF! #REF!
Sanitary works Sub Total #REF! #REF!
28 Electrical Works #REF!
A. LUMINAIRES ( FIXTURES)
Accessories:screws, gripes, pvc
tape, choke, starter, Tube, bulbs,
holder, flexible wire,GI pipe/ chain
etc all complete.
1 Ceiling ligh/Dome light 8" heavy
carrier with CFL etc all complete. 20.00 20.00 Set #REF! #REF!
2 Wall lamp with CFL lamp decorative
etc all complete. 14.00 14.00 Set #REF! #REF!
3 Wall lamp with GLS lamp
decorative etc all complete. 1.00 1.00 Set #REF! #REF!
Down light (concealed ) with CFL
4 etc all complete. 6.00 6.00 Set #REF! #REF!
5 Hanging light with CFL lamp
decorative etc all complete. 1.00 1.00 Set #REF! #REF!

Estimated by: Checked by: Approved by:

 Main Building , Page43
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
6 1X40watt Tube light box type Wipro

/Ge or eqvt. etc all complete. 13.00 13.00 Set #REF! #REF!
7 2x40 watt tube light box type

Wipro/Ge or eqvt.etc all complete. 3.00 3.00 Set #REF! #REF!

8 2x40 watt tube light box mirror optic

Wipro/Ge or eqvt.etc all complete. 2.00 2.00 Set #REF! #REF!

9 Mirror light with CFL lamp
decorativeor eqvt etc all complete. 4.00 4.00 Set #REF! #REF!
10 Electrical bell musical type. 2.00 2.00 Set #REF! #REF!
B FAN / EXHAUST FAN #REF!
Accssories:as per sn A +nut, bolt,
hook,clamp, regulator, flexible wire
etc all complete. #REF!
11 42'' ceiling fan Almonard/Bajaj or
eqvt.etc all complete. 12.00 12.00 Set #REF! #REF!
12 9"exhaust fan Almonard /Bajaj or
eqvt.etc all complete. 9.00 9.00 Set #REF! #REF!
SOCKET,SWITCH ,JUNCTION BOX
C (Flush type) #REF!
Accessories: metal
box ,screws ,gripes,flexible wire etc
all complete. #REF!
Dimmer switch for ceiling fan etc all
13 complete. 12.00 12.00 Set #REF! #REF!
14 Bell push switch CPL/Anchor or eqvt
etc all complete. 2.00 2.00 Set #REF! #REF!
15 16/6 Amps combined S/socket flush
type CPL,Anchor or eqvt.etc all
complete. 29.00 29.00 Set #REF! #REF!
16 1 gang 1,2 way switch CPL, Anchor
or eqvt.etc all complete. 22.00 22.00 Set #REF! #REF!
17 2gang one way switch CPL,Anchor

or eqvt.etc all complete. 18.00 18.00 Set #REF! #REF!

18 3 gang one way switch CPL ,
Anchor or eqvt.etc all complete. 12.00 12.00 Set #REF! #REF!
19 4 gang one way switch CPL,Anchor

or eqvt.etc all complete. 14.00 14.00 Set #REF! #REF!

20 6 gang one way switch CPL
/Anchoror eqvt. etc all complete. 2.00 2.00 Set #REF! #REF!
21 Junction box made of metal with

cover size 6"X4" etc. all complete. 10.00 10.00 Set #REF! #REF!
MAIN PANEL BOARD /
D. DISTRIBUTION BOARD #REF!

Accessories ;screws, gripes, nut

bolt,cu bus bar,earth bus bar,
neutral bus bar,fuse, porcelin
base ,cu. Strip for connection, cable
shoe ,phase bar,pvc tape etc all
complete. #REF!
22 60 Amps Panel board made of mild
steel sheet with cu. busbar double
cover floor mount suitable size &
color push type lock for housing the
following items all complete.(space
for 4 no. MCCB). 1.00 1.00 Set #REF! #REF!
a 40- 50 Amps TP MCCB
Siemens ,Ge or eqvt. for incoming. 1.00 1.00 No #REF! #REF!
b 20-30 Amps TP MCCB Siemens,
Geor eqvt. for outgoing. 3.00 3.00 No #REF! #REF!
c
10 Amps DP MCB Siemens
Ge,Merlin gerain or eqvt. for main . 2.00 2.00 No #REF! #REF!

Estimated by: Checked by: Approved by:

 Main Building , Page44
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks
d Ammeter 0-500A 1.00 1.00 No #REF! #REF!
e Voltmeter 0-500 v 1.00 1.00 No #REF! #REF!
f Selector switch 2.00 2.00 No #REF! #REF!
g CT coil of suitable ratio for panel boa 3.00 3.00 No #REF! #REF!
h Indicator with fuse 3.00 3.00 No #REF! #REF!
23 Distribution board 6 way TPN made
of mild steel sheet double cover
lockable Geco,Standard,Nepal
made flush type etc all complete. 2.00 2.00 Set #REF! #REF!
a. 25-32 Amps TP MCB Siemens
Ge,Merlin gerain or eqvt. for main.
(1x3=3) 2.00 2.00 No #REF! #REF!
b 6,16,25 Amps. SP MCB
Siemens,Ge,Merlin gerain or eqvt.
for light & power circuit.(18x3=54) 17.00 17.00 No #REF! #REF!
24 Distribution board 12 way SPN
made of mild steel sheet double
cover lockable Geco,Standard,
Nepal made flush type etc all
complete. 2.00 2.00 Set #REF! #REF!
a 20 Amps DP MCB Siemens
Ge,Merlin gerain or eqvt. for main .
(1x2=2) 2.00 2.00 No #REF! #REF!
b 6,16,25 Amps. SP MCB
Siemens,Ge,Merlin gerain or eqvt.
for light , power & A/C circuit.
(2x12=24) 12.00 12.00 No #REF! #REF!
POINT WIRING / WIRES/CABLES
E (concealed wiring ) #REF!
Accessories:HDPE polythene
pipe,screws,pvc tape, grips, circular
box etc all complete. #REF!
25 2x2.50 sq mm multi strand flexible
cu .wire for light & fan point in
1/2"HDPE polythene pipe etc all
complete. 60.00 60.00 Point #REF! #REF!
26 2x4.0+1x1.50 sq.mm multi strand
flexible cu wire for power point in
3/4" HDPE polythene pipe etc all
complete. 20.00 20.00 Point #REF! #REF!
27 10 sq.mm 4 core unarmoured
copper cable for main panel board
to DB, through polythene pipe etc
all complete. 50.00 50.00 Rm #REF! #REF!
28 2x6.0+1.50 sq.mm copper cable
from panel board to to DB-5,DB -6
through 3/4 HDPE polythene pipe
etc all complete. 40.00 40.00 Rm #REF! #REF!
29 8 swg copper wire for earth
continuity from panel board to
DB,main switch & earthing site in
1/2"HDPE polythene pipe etc all
complete. 60.00 60.00 Rm #REF! #REF!
F. EARTHING #REF!
Accessories :salt, coal, cu plate,
HDPE polythene pipe., etc all
complete. #REF!
30 Earthing with cu plate size 65
cmx65cmx3.15mm with GN. 8
copper wire for earth continuity from
panel board to earthing site etc all
complete. 1.00 1.00 Set #REF! #REF!
Electrical #REF! #REF!
Sub total #REF! #REF!
29 Lab Tests 45194.98

Estimated by: Checked by: Approved by:

 Main Building , Page45
#REF!
#REF! F/Y : 072/73
S.No. Description of work Nos. Length Breadth Height Quantity Unit Rate Amount Remarks

Carrying out diferent laboratory tests

of construction material like cement,
rod, brick, sand, aggregate,
concrete cubes etc. during
construction work as per
specification and direction. 1 1.00 job #REF! #REF!
30
Honda motorcycle CB Trigger STD
(Engine displament-149.1 CC,One
cylinder,Disc Brake,size-
2045x757x1060mm,ground
clearance 175mm,fuel capacity-12
litres,Two wheels etc) 1 1.00 nos 233969.00 233969.00
31 Project description board
making ,fixing all complete work as
per instruction 1 1.00 job 5000 5000.00
32 As built drawings-Architectural,
Sanitary & Electrical drawings as
per instruction all complete . 1 1.00 job #REF! #REF!
33
Insurance premium for the work,
plant and materials , owner and
consultant staff, construction
equipments and machines and third
party liiability personal (Payment to
be made according to the submitted
insurance agreement )
1 1.00 ps #REF! #REF!
Total #REF!

Estimated by: Checked by: Approved by: