ACC TOILET ESTIMATION FOR MARTHA & JIVAN

Lalitpur
Bills of Quantity

Total
S.N. Description of Works Unit Quantity Rate Amount Remarks
(NPR)

A. MATERIALS:

1 Bricks 300.00 Nos. 18.00 5,400.00

2 Cement 5.00 Bag 900.00 4,500.00

3 Sand 50.00 Cu.Feet 120.00 6,000.00

4 Gravel (Roda) 40.00 Cu.Feet 120.00 4,800.00

5 Toilet Pan with Syphon (Asian Type) 1.00 Nos. 2,000.00 2,000.00

6 Tap 1.00 Nos. 500.00 500.00

7 Plumbing Pipes and fittings (Sewarage and Water supply) 1.00 L/S 4,000.00 4,000.00

8 Electrical works 1.00 L/S 1,000.00 1,000.00

Salla wood
Frame & Plain
9 Aluminium Door with Frame and all fittings 1.00 Nos. 22,000.00 22,000.00 Sheet Door =
Rs10,000

10 Tiles for surface and 1 feet above walls 48.00 Sqft 150.00 7,200.00 Optional

TOTAL MATERIALS COST 57,400.00

B. MANPOWER:

1 Skilled Meson (Mistri) 4.00 Man/Day 1,500.00 6,000.00

2 Helping Labourer 6.00 Man/Day 1,000.00 6,000.00

3 Plumbing Charges 2.00 Man/Day 1,500.00 3,000.00

TOTAL LABOUR COST 15,000.00

TOTAL COST FOR 1 TOILET 72,400.00

 ACC TOILET ESTIMATION FOR MARTHA & JIVAN
Imadol, Lalitpur
Bills of Quantity

S.N. Description of Works Unit Quantity Rate Total Amount Remarks

(NPR)
A. MATERIALS:

1 Bricks 400.00 Nos. 18.50 7,400

2 Cement 6.00 Bag 900.00 5,400

3 Sand 50.00 Cu.Feet 120.00 6,000

4 Gravel (Roda) 40.00 Cu.Feet 120.00 4,800

5 Aluminium Door with Frame and all fittings 1.00 Nos. 22,000.00 22,000

6 Aluminium Ventilator with Frame and all fittings 1.00 Nos. 4,000.00 4,000

7 Tiles for surface and 6 feet above walls 160.00 Sqft 140.00 22,400

8 False Ceiling to cover CGI (Jasta) Roofing 42.00 Sqft 100.00 4,200

9 Painting Works 210.00 Sqft 32.00 6,720

10 Electrical works 1.00 L/S 5,000.00 5,000

9 Commode, Basin, Pipes & Fitting all Bathroom Appliances Details given below 65,720 see detais

TOTAL MATERIALS COST 153,640

B. MANPOWER:

1 Skilled Meson (Mistri) 6.00 Man/Day 1,500.00 9,000

2 Helping Labourer 12.00 Man/Day 1,000.00 12,000

3 Plumbing Charges including commode & Basin Installation 6.00 Man/Day 1,800.00 10,800

TOTAL LABOUR COST 31,800

TOTAL COST FOR 1 BATHROOM 185,440

DETAILS OF BATHROOM FITTINGS & ACCESSORIES:

SN DESCTIPTION UNITS RATE AMOUNT REMARKS
Porcelain clay white glaze IPWC Comode with dual flush and
1 primium seat cover- all complete set cascade type nos 1 17,000.00 17,000
2 Toilet Sprayer- Chrome type with Nose nos 1 1,500.00 1,500
3 55x40cm Porcelain clay white glaze Wash basin Regular nos 1 5,000.00 5,000
4 Porcelain clay toilet paper holder (Recessed type) nos 1 800.00 800
5 Chrome plate soap tray nos 1 850.00 850
6 Chrome plate Towel rod 1.5 x 45cm size nos 1 1,200.00 1,200
7 Looking mirror 55x40cm size nos 1 3,000.00 3,000
8 Chrome plate shower ordinary type nos 1 5,000.00 5,000
9 Tap Mixture nos 1 8,000.00 8,000
10 C P 15 mm bib cock ordinary type nos 1 700.00 700
11 PVC Floor trap 11x7.5cm nos 2 500.00 1,000
12 15mm dia. UPVC pipe ( Medium ) Cold Rm 9 400.00 3,600
13 15mm dia. UPVC pipe ( Medium ) Hot Rm 6 500.00 3,000
14 50 mm PVC Pipe 4 kg/cm2. Rm 3 820.00 2,460
15 110 mm PVC Pipe 4 kg\cm2. Rm 4 1,200.00 4,800
16 110 mm Vent cowl nos 1 400.00 400
17 110 mm Plain tee nos 2 515.00 1,030
18 110 mm Door tee nos 1 650.00 650
19 110 mm Bend 90 degree nos 2 650.00 1,300
20 110 mm Door bend nos 1 700.00 700
21 110 mm Bend 45 degree nos 2 550.00 1,100
22 110 mm Pipe clip nos 20 20.00 400
23 110 mm Gully trap nos 1 980.00 980
24 G.M. 15mm Gate valve nos 1 1,250.00 1,250
Estimated Cost of Sanitary 65,720
Project Name: Commercial Building of In Nepal
Location: Lalitpur
 Commercial Building of In Nepal
Lalitpur
Cost Summary Sheet

S.N. Description of Works

General Items
A CIVIL WORKS
B ELECTRICAL WORKS (detail estimate of electrical)
C SANITARY WORKS (detil sanitary estimate)
Sub-Total (A)
Administrative Cost (@ 20%)
Supervision and Consulting cost (@12%)
Contingencies (@ 5%)
Physical contingencies @ 7%
Sub-Total (B)
VAT @ 13%
Total including VAT
l

Duration:12 months
Amount (NPR)
Remarks
In Figure
2,000.00
Err:509
476,756.11
65,720.00 With VAT Corner stone
Err:509 Err:509 22,414,834.09 19,836,136.36
Err:509 Err:509 Err:509
Err:509 Err:509 Err:509
Err:509
Err:509
Err:509
Err:509
Err:509
 ACC TOILET ESTIMATION FOR MARTHA & JIVAN
Lalitpur
Bills of Quantity

Total
S.N. Description of Works Unit Quantity Rate Amount Remarks
(NPR)

A. MATERIALS:

1 Bricks 300.00 Nos. 18.00 5,400.00

2 Cement 5.00 Bag 900.00 4,500.00

3 Sand 50.00 Cu.Feet 120.00 6,000.00

4 Gravel (Roda) 40.00 Cu.Feet 120.00 4,800.00

5 Toilet Pan with Syphon (Asian Type) 1.00 Nos. 2,000.00 2,000.00

6 Tap 1.00 Nos. 500.00 500.00

7 Plumbing Pipes and fittings (Sewarage and Water supply) 1.00 L/S 4,000.00 4,000.00

8 Electrical works 1.00 L/S 1,000.00 1,000.00

Salla wood
Frame & Plain
9 Aluminium Door with Frame and all fittings 1.00 Nos. 22,000.00 22,000.00 Sheet Door =
Rs10,000

10 Tiles for surface and 1 feet above walls 48.00 Sqft 150.00 7,200.00 Optional

TOTAL MATERIALS COST 57,400.00

B. MANPOWER:

1 Skilled Meson (Mistri) 4.00 Man/Day 1,500.00 6,000.00

2 Helping Labourer 6.00 Man/Day 1,000.00 6,000.00

3 Plumbing Charges 2.00 Man/Day 1,500.00 3,000.00

TOTAL LABOUR COST 15,000.00

TOTAL COST FOR 1 TOILET 72,400.00

 Commercial Building of In Nepal
Lalitpur
Detail Estimate

S.N. Descriptions No. L B H Quantity Unit

A Civil Works
1.0 Site Clearance
Main Building 1 Area = 2,034.22 2,034.22
Total Site Clearance 2034.22 Sq.ft
2.0 Earthwork
2.1 E/W in excavation
Isolated Footings
F1 4 6.00 6.00 5.50 792.00
F2 4 7.00 7.00 5.50 1078.00
F3 4 8.00 8.00 5.50 1408.00
Toe wall
Along grid A-A to F-F 6 17.25 2.50 3.50 905.63
Along grid 1-1 & 2-2 2 55.67 2.50 3.50 974.14
Total Earthwork in Excavation 5157.76 Cu.ft
3.0 Brick soling works
Isolated Footings
F1 4 6.00 6.00 144.00
F2 4 7.00 7.00 196.00
F3 4 8.00 8.00 256.00
Toe wall
Along grid A-A to F-F 6 17.25 1.50 155.25
Along grid 1-1 & 2-2 2 55.67 1.50 167.00
Ground Floor Rooms
Between Grid A-B 1 11.25 18.08 203.43
Between Grid B-C 1 11.25 18.08 203.43
Between Grid C-D 1 11.33 18.08 204.88
Between Grid D-E 1 11.25 18.08 203.43
Between Grid E-F 1 13.08 18.08 236.58
Total of Brick Soling Works 1970.00 Sq.ft
4.0 Concrete Works
4.1 PCC (M15/40) works in foundation, Door Sill and Lintel Beam
Isolated Footings
F1 4 6.00 6.00 0.25 36.00
F2 4 7.00 7.00 0.25 49.00
F3 4 8.00 8.00 0.25 64.00
Toe wall
Along grid A-A to F-F 6 12.33 1.50 0.25 27.74
Along grid 1-1 & 2-2 2 25.50 1.50 0.25 19.12
Ground Floor Rooms
Between Grid A-B 1 11.25 18.08 0.25 50.86
Between Grid B-C 1 11.25 18.08 0.25 50.86
Between Grid C-D 1 11.33 18.08 0.25 51.22
Between Grid D-E 1 11.25 18.08 0.25 50.86
Between Grid E-F 1 13.08 18.08 0.25 59.14
Below Plinth Beam
Along grid A-A to F-F 6 17.25 0.23 0.25 5.95
Along grid 1-1 & 2-2 2 55.67 0.23 0.25 6.40
471.16
Sill Bands
Ground Floor
Along grid 1-1 & 2-2 2 55.67 0.750 0.330 27.55
Deduct door -1 3.00 0.750 0.330 -0.74
 Along Grid A-A 1 17.25 0.750 0.330 4.27
Deduct shutter -1 10.00 0.750 0.330 -2.48
Along Grid D-D 1 17.25 0.330 0.330 1.88
Toilet wall between D-D and E-E 1 11.33 0.330 0.330 1.23
Deduct door -1 2.50 0.330 0.330 -0.27
Along Grid E-E 1 17.25 0.330 0.330 1.88
Deduct door -1 3.00 0.330 0.330 -0.33
Toilet wall between E-E and F-F 1 13.33 0.330 0.330 1.45
Deduct door -1 2.50 0.330 0.330 -0.27
Along Grid F-F 1 17.25 0.750 0.330 4.27
Deduct door -1 4.00 0.750 0.330 -0.99
First Floor
Along grid 1-1 & 2-2 2 55.67 0.750 0.330 27.55
Along Grid A-A 1 17.25 0.750 0.330 4.27
Along Grid E-E 1 17.25 0.330 0.330 1.88
Deduct door -1 3.00 0.330 0.330 -0.33
Toilet wall between E-E and F-F 1 13.33 0.330 0.330 1.45
Deduct door -1 2.50 0.330 0.330 -0.27
Along Grid F-F 1 17.25 0.750 0.330 4.27
Deduct door -1 3.00 0.750 0.330 -0.74
Deduct Ventilations -1 6.00 0.750 0.330 -1.49
Second Floor
Along grid 1-1 & 2-2 2 55.67 0.750 0.330 27.55
Along Grid A-A 1 17.25 0.750 0.330 4.27
Along Grid E-E 1 17.25 0.330 0.330 1.88
Deduct door -1 3.00 0.330 0.330 -0.33
Toilet wall between E-E and F-F 1 13.33 0.330 0.330 1.45
Deduct door -1 2.50 0.330 0.330 -0.27
Along Grid F-F 1 17.25 0.750 0.330 4.27
Deduct door -1 3.00 0.750 0.330 -0.74
Deduct Ventilations -1 6.00 0.750 0.330 -1.49
Top Floor
Along grid 1-1 & 2-2 2 34.00 0.750 0.330 16.83
Deduct door -1 3.00 0.750 0.330 -0.74
Along Grid 1'-1' 1 11.92 0.330 0.330 1.30
Along Grid C-C 1 17.25 0.750 0.330 4.27
Deduct door -1 3.00 0.750 0.330 -0.74
Along Grid D-D 1 17.25 0.330 0.330 1.88
Deduct door -2 3.00 0.330 0.330 -0.65
Toilet wall between E-E and F-F 1 13.33 0.330 0.330 1.45
Deduct door -1 2.50 0.750 0.330 -0.62
Along Grid E'-E' 1 17.25 0.330 0.330 1.88
Deduct door -1 4.00 0.330 0.330 -0.44
Along Grid F-F 1 17.25 0.750 0.330 4.27
Deduct Ventilations -1 6.00 0.750 0.330 -1.49
Lintel Bands
Ground Floor
Along grid 1-1 & 2-2 2 55.67 0.750 0.500 41.75
Along Grid D-D 1 17.25 0.330 0.500 2.85
Toilet wall between D-D and E-E 1 11.33 0.330 0.500 1.87
Along Grid E-E 1 17.25 0.330 0.500 2.85
Toilet wall between E-E and F-F 1 13.33 0.330 0.500 2.20
Along Grid F-F 1 17.25 0.750 0.500 6.47
First Floor
Along grid 1-1 & 2-2 2 55.67 0.750 0.500 41.75
Along Grid A-A 1 17.25 0.750 0.500 6.47
Along Grid E-E 1 17.25 0.330 0.500 2.85
 Toilet wall between E-E and F-F 1 13.33 0.330 0.500 2.20
Along Grid F-F 1 17.25 0.750 0.500 6.47
Second Floor
Along grid 1-1 & 2-2 2 55.67 0.750 0.500 41.75
Along Grid A-A 1 17.25 0.750 0.500 6.47
Along Grid E-E 1 17.25 0.330 0.500 2.85
Along Grid F-F 1 17.25 0.750 0.500 6.47
Top Floor
Along grid 1-1 & 2-2 2 34.00 0.750 0.500 25.50
Along Grid 1'-1' 1 11.92 0.330 0.500 1.97
Along Grid C-C 1 17.25 0.750 0.500 6.47
Along Grid D-D 1 17.25 0.330 0.500 2.85
Toilet wall between E-E and F-F 1 13.33 0.330 0.500 2.20
Along Grid E'-E' 1 17.25 0.330 0.500 2.85
Along Grid F-F 1 17.25 0.750 0.500 6.47
Kitchen Counter Slab
Counter Slab 2 13.25 2.000 0.330 17.49
378.88
Total of PCC works 850.03 Cu.ft
4.2 RCC (M25/20) works
a) Sub-Structure
Isolated Footings
F1
Footing Slab 4 6.00 6.00 1.00 144.00
Trapezoidal Section 4 Area = 19.68 1.17 91.79
F2
Footing Slab 4 7.00 7.00 1.33 260.68
Trapezoidal Section 4 Area = 26.18 1.17 122.10
F3
Footing Slab 4 8.00 8.00 1.33 340.48
Trapezoidal Section 4 Area = 33.68 1.17 157.08
Columns upto the Plinth level
All the columns 12 1.17 1.17 5.25 85.65
Footing Beam
Along grid A-A to F-F 6 17.25 0.75 1.00 77.63
Along grid 1-1 & 2-2 2 55.67 0.75 1.00 83.50
Plinth Beam
Along grid A-A to F-F 6 17.25 0.75 1.00 77.63
Along grid 1-1 & 2-2 2 55.67 0.75 1.00 83.50
b) Super-Structure
Ground Floor
Columns 12 1.17 1.17 9.00 146.83
Beams
Along grid A-A to F-F 6 17.25 0.75 1.00 77.63
Along grid 1-1 & 2-2 2 55.67 0.75 1.00 83.50
Slab
Total Area 1 Area = 1254.72 0.42 521.96
Deduct staircase void -1 Area = 67.64 0.42 -28.14
Staircase
Lower Flight 1 7.17 3.50 0.42 10.43
First Landing 1 3.50 3.50 0.42 5.10
Middle Flight 1 2.00 3.50 0.42 2.91
Middle Landing 1 3.50 3.50 0.42 5.10
Upper Flight 1 7.17 3.50 0.42 10.43
Steps 16 3.50 0.83 0.58 27.20
First Floor
Columns 12 1.17 1.17 9.00 146.83
 Beams
Along grid A-A to F-F 6 17.25 0.75 1.00 77.63
Along grid 1-1 & 2-2 2 55.67 0.75 1.00 83.50
Slab
Total Area 1 Area = 1254.72 0.42 521.96
Deduct staircase void -1 Area = 67.64 0.42 -28.14
Staircase
Lower Flight 1 7.17 3.50 0.42 10.43
First Landing 1 3.50 3.50 0.42 5.10
Middle Flight 1 2.00 3.50 0.42 2.91
Middle Landing 1 3.50 3.50 0.42 5.10
Upper Flight 1 7.17 3.50 0.42 10.43
Steps 16 3.50 0.83 0.58 27.20
Second Floor
Columns 12 1.17 1.17 9.00 146.83
Beams
Along grid A-A to F-F 6 17.25 0.75 1.00 77.63
Along grid 1-1 & 2-2 2 55.67 0.75 1.00 83.50
Slab
Total Area 1 Area = 1551.56 0.42 645.45
Deduct staircase void -1 Area = 67.64 0.42 -28.14
Staircase
Lower Flight 1 7.17 3.50 0.42 10.43
First Landing 1 3.50 3.50 0.42 5.10
Middle Flight 1 2.00 3.50 0.42 2.91
Middle Landing 1 3.50 3.50 0.42 5.10
Upper Flight 1 7.17 3.50 0.42 10.43
Steps 16 3.50 0.83 0.58 27.20
Top Floor
Columns 8 1.17 1.17 9.00 97.89
Beams
Along grid C-C to F-F 6 17.25 0.75 1.00 77.63
Along grid 1-1 & 2-2 2 34.00 0.75 1.00 51.00
Slab
Total Area 1 Area = 945.18 0.42 393.19
Total RCC works 4856.06 Cu.ft
5.0 Steel work (Fe 500)
From the detail calculatlion sheet 29094.25
Total Rebar Works 29.09 Ton
6.0 Formwork
a) Sub-Structure
Isolated Footings
F1
Footing Slab 4 24.00 1.00 96.00
F2
Footing Slab 4 28.00 1.33 148.96
F3
Footing Slab 4 32.00 1.33 170.24
Columns upto the Plinth level
All the columns 12 4.66 5.25 293.83
Plinth Beam
Along grid A-A to F-F 6 17.25 2.75 284.63
Along grid 1-1 & 2-2 2 55.67 2.75 306.16
b) Super-Structure
Ground Floor
Columns 12 4.66 9.00 503.71
Beams
 Along grid A-A to F-F 6 17.25 2.75 284.63
Along grid 1-1 & 2-2 2 55.67 2.75 306.16
Slab
Total Area 1 Area = 1254.72 1254.72
Deduct staircase void -1 Area = 67.64 -67.64
Staircase
Lower Flight 1 7.17 3.50 25.08
First Landing 1 3.50 3.50 12.25
Middle Flight 1 2.00 3.50 7.00
Middle Landing 1 3.50 3.50 12.25
Upper Flight 1 7.17 3.50 25.08
Steps 16 3.50 1.42 79.30
First Floor
Columns 12 4.66 9.00 503.71
Beams
Along grid A-A to F-F 6 17.25 2.75 284.63
Along grid 1-1 & 2-2 2 55.67 2.75 306.16
Slab
Total Area 1 Area = 1254.72 1254.72
Deduct staircase void -1 Area = 67.64 -67.64
Staircase
Lower Flight 1 7.17 3.50 25.08
First Landing 1 3.50 3.50 12.25
Middle Flight 1 2.00 3.50 7.00
Middle Landing 1 3.50 3.50 12.25
Upper Flight 1 7.17 3.50 25.08
Steps 16 3.50 1.42 79.30
Second Floor
Columns 12 4.66 9.00 503.71
Beams
Along grid A-A to F-F 6 17.25 2.75 284.63
Along grid 1-1 & 2-2 2 55.67 2.75 306.16
Slab
Total Area 1 Area = 1551.56 1551.56
Deduct staircase void -1 Area = 67.64 -67.64
Staircase
Lower Flight 1 7.17 3.50 25.08
First Landing 1 3.50 3.50 12.25
Middle Flight 1 2.00 3.50 7.00
Middle Landing 1 3.50 3.50 12.25
Upper Flight 1 7.17 3.50 25.08
Steps 16 3.50 1.42 79.30
Top Floor
Columns 8 4.66 9.00 335.81
Beams
Along grid C-C to F-F 6 17.25 2.75 284.63
Along grid 1-1 & 2-2 2 34.00 2.75 186.99
Slab
Total Area 1 Area = 945.18 945.18
Sill Bands
Ground Floor
Along grid 1-1 & 2-2 2 55.67 2.000 222.66
Deduct door -1 3.00 2.000 -6.00
Along Grid A-A 1 17.25 2.000 34.50
Deduct shutter -1 10.00 2.000 -20.00
Along Grid D-D 1 17.25 2.000 34.50
Toilet wall between D-D and E-E 1 11.33 2.000 22.66
 Deduct door -1 2.50 2.000 -5.00
Along Grid E-E 1 17.25 2.000 34.50
Deduct door -1 3.00 2.000 -6.00
Toilet wall between E-E and F-F 1 13.33 2.000 26.66
Deduct door -1 2.50 2.000 -5.00
Along Grid F-F 1 17.25 2.000 34.50
Deduct door -1 4.00 2.000 -8.00
First Floor
Along grid 1-1 & 2-2 2 55.67 2.000 222.66
Along Grid A-A 1 17.25 2.000 34.50
Along Grid E-E 1 17.25 2.000 34.50
Deduct door -1 3.00 2.000 -6.00
Toilet wall between E-E and F-F 1 13.33 2.000 26.66
Deduct door -1 2.50 2.000 -5.00
Along Grid F-F 1 17.25 2.000 34.50
Deduct door -1 3.00 2.000 -6.00
Deduct Ventilations -1 6.00 2.000 -12.00
Second Floor
Along grid 1-1 & 2-2 2 55.67 2.000 222.66
Along Grid A-A 1 17.25 2.000 34.50
Along Grid E-E 1 17.25 2.000 34.50
Deduct door -1 3.00 2.000 -6.00
Toilet wall between E-E and F-F 1 13.33 2.000 26.66
Deduct door -1 2.50 2.000 -5.00
Along Grid F-F 1 17.25 2.000 34.50
Deduct door -1 3.00 2.000 -6.00
Deduct Ventilations -1 6.00 2.000 -12.00
Top Floor
Along grid 1-1 & 2-2 2 34.00 2.000 136.00
Deduct door -1 3.00 2.000 -6.00
Along Grid 1'-1' 1 11.92 2.000 23.83
Along Grid C-C 1 17.25 2.000 34.50
Deduct door -1 3.00 2.000 -6.00
Along Grid D-D 1 17.25 2.000 34.50
Deduct door -2 3.00 2.000 -12.00
Toilet wall between E-E and F-F 1 13.33 2.000 26.66
Deduct door -1 2.50 2.000 -5.00
Along Grid E'-E' 1 17.25 2.000 34.50
Deduct door -1 4.00 2.000 -8.00
Along Grid F-F 1 17.25 2.000 34.50
Deduct Ventilations -1 6.00 2.000 -12.00
Lintel Bands
Ground Floor
Along grid 1-1 & 2-2 2 55.67 1.750 194.83
Along Grid D-D 1 17.25 1.330 22.94
Toilet wall between D-D and E-E 1 11.33 1.330 15.07
Along Grid E-E 1 17.25 1.330 22.94
Toilet wall between E-E and F-F 1 13.33 1.330 17.73
Along Grid F-F 1 17.25 1.750 30.19
First Floor
Along grid 1-1 & 2-2 2 55.67 1.750 194.83
Along Grid A-A 1 17.25 1.750 30.19
Along Grid E-E 1 17.25 1.330 22.94
Toilet wall between E-E and F-F 1 13.33 1.330 17.73
Along Grid F-F 1 17.25 1.750 30.19
Second Floor
Along grid 1-1 & 2-2 2 55.67 1.750 194.83
 Along Grid A-A 1 17.25 1.750 30.19
Along Grid E-E 1 17.25 1.330 22.94
Along Grid F-F 1 17.25 1.750 30.19
Top Floor
Along grid 1-1 & 2-2 2 34.00 1.750 119.00
Along Grid 1'-1' 1 11.92 1.330 15.85
Along Grid C-C 1 17.25 1.750 30.19
Along Grid D-D 1 17.25 1.330 22.94
Toilet wall between E-E and F-F 1 13.33 1.330 17.73
Along Grid E'-E' 1 17.25 1.330 22.94
Along Grid F-F 1 17.25 1.750 30.19
Kitchen Counter Slab
Counter Slab 2 13.25 2.000 53.00
Total Formworks 13149.51 sq.ft
7 BRICK MASONRY WORKS
Toe wall
Along grid A-A to F-F 6 17.25 1.17 3.50 422.38
Along grid 1-1 & 2-2 2 55.67 1.17 3.50 454.34
Ground Floor
Along grid 1-1 & 2-2 2 55.67 0.750 8.250 688.85
Deduct door -1 3.00 0.750 7.000 -15.75
Deduct Windows -9 6.00 0.750 4.500 -182.25
Deduct Windows -2 3.00 0.750 4.500 -20.25
Along Grid A-A 1 17.25 0.750 8.250 106.73
Deduct shutter -1 10.00 0.750 8.250 -61.88
Along Grid F-F 1 17.25 0.750 8.250 106.73
Deduct door -1 4.00 0.750 8.250 -24.75
Deduct ventilations -1 6.00 0.750 5.000 -22.50
First Floor
Along grid 1-1 & 2-2 2 55.67 0.750 8.250 688.85
Deduct Windows -9 6.00 0.750 4.500 -182.25
Deduct Windows -1 3.00 0.750 4.500 -10.13
Along Grid A-A 1 17.25 0.750 8.250 106.73
Deduct Windows -1 10.00 0.750 4.500 -33.75
Along Grid F-F 1 17.25 0.750 8.250 106.73
Deduct door -1 3.00 0.750 7.000 -15.75
Deduct Ventilations -1 6.00 0.750 8.250 -37.13
Second Floor
Along grid 1-1 & 2-2 2 55.67 0.750 8.250 688.85
Deduct Windows -9 6.00 0.750 4.500 -182.25
Deduct Windows -1 3.00 0.750 4.500 -10.13
Along Grid A-A 1 17.25 0.750 8.250 106.73
Deduct Windows -1 10.00 0.750 4.500 -33.75
Along Grid F-F 1 17.25 0.750 8.250 106.73
Deduct door -1 3.00 0.750 7.000 -15.75
Deduct Ventilations -1 6.00 0.750 8.250 -37.13
Top Floor
Along grid 1-1 & 2-2 2 34.00 0.750 8.250 420.74
Deduct door -1 3.00 0.750 7.000 -15.75
Deduct Windows -4 6.00 0.750 4.500 -81.00
Deduct Windows -1 2.00 0.750 4.500 -6.75
 Deduct Windows -1 3.00 0.750 4.500 -10.13
Along Grid C-C 1 17.25 0.750 8.250 106.73
Deduct door -1 3.00 0.750 7.000 -15.75
Deduct Windows -1 6.00 0.750 4.500 -20.25
Deduct Windows -1 4.33 0.750 4.500 -14.61
Deduct door -1 2.50 0.750 7.000 -13.13
Along Grid F-F 1 17.25 0.750 8.250 106.73
Deduct Ventilations -1 6.00 0.750 5.000 -22.50
Deduct Windows -1 4.75 0.750 4.500 -16.03
Vertical designs
Front face 2 72.00 0.75 0.75 81.00
Left Face 1 49.66 0.75 0.75 27.93
Right Face 1 76.83 0.75 0.75 43.22
Kitchen Counter Slab
Kitchen Counter Slab 2 8.00 0.33 3.00 15.84
Parapet wall
Second Floor 1 145.29 0.33 2.00 95.89
Top Floor 1 144.83 0.33 2.00 95.59
Approns
Ground Floor 1 170.42 1.50 1.50 383.44
Front steps
Ground Floor 1 22.08 Area = 1.50 33.12
Total Brick Masonry work 3892.66 Cu.ft

8.0 Interlocking Brick Work

Ground Floor
Along Grid D-D 1 17.25 8.250 142.31
Toilet wall between D-D and E-E 1 11.33 9.000 101.97
Deduct door -1 2.50 7.000 -17.50
Along Grid E-E 1 17.25 8.250 142.31
Deduct door -1 3.00 7.000 -21.00
Toilet wall between E-E and F-F 1 13.33 9.000 119.97
Deduct door -1 2.50 7.000 -17.50
First Floor
Along Grid E-E 1 17.25 8.250 142.31
Deduct door -1 3.00 7.000 -21.00
Toilet wall between E-E and F-F 1 13.33 9.000 119.97
Deduct door -1 2.50 7.000 -17.50
Second Floor
Along Grid E-E 1 17.25 8.250 142.31
Deduct door -1 3.00 7.000 -21.00
Toilet wall between E-E and F-F 1 13.33 9.000 119.97
Deduct door -1 2.50 7.000 -17.50
Top Floor
Along Grid 1'-1' 1 11.92 9.000 107.24
Along Grid D-D 1 17.25 8.250 142.31
Deduct door -2 3.00 7.000 -42.00
Toilet wall between E-E and F-F 1 13.33 9.000 119.97
 Along Grid E'-E' 1 17.25 9.000 155.25
Deduct door -1 4.00 7.000 -28.00
Total Of Interlocking Beam 1352.91 Sq.ft

9.0 Cement Plaster and Finishing works

9.1 Inner Plaster
Ground Floor
Parking Room
Ceilings 1 35.33 18.08 638.87
Walls 1 106.83 9.00 961.43
Deduction Windows -6 6.00 0.50 4.50 -81.00
Deduction Shutter -1 10.00 0.50 8.25 -41.25
Guard Room
Ceilings 1 Area = 189.08 189.08
Walls 1 length = 60.00 9.00 540.00
Deduction Windows -2 6.00 0.50 4.50 -27.00
Deduction doors -1 2.50 0.50 7.00 -8.75
Deduction doors -1 3.00 0.50 7.00 -10.50
Toilet
Ceilings 1 7.00 4.00 28.00
Walls 1 22.00 4.00 88.00
Deduction Windows -1 2.00 0.50 2.00 -2.00
Deduction doors -1 2.50 0.50 2.00 -2.50
Next toilet
Ceilings 1 8.33 4.75 39.57
Walls 1 26.16 4.00 104.64
Deduction Windows -1 2.00 0.50 2.00 -2.00
Deduction doors -1 2.50 0.50 2.00 -2.50
Lobby Room +Staircase
Ceilings 1 Area = 188.05 188.05
Walls 1 length = 61.42 9.00 552.74
Deduction Windows -2 6.00 0.50 4.50 -27.00
Deduction doors -1 4.00 0.50 8.00 -16.00
Deduction doors -1 3.00 0.50 7.00 -10.50
Deduction doors -1 2.50 0.50 7.00 -8.75
First Floor
Lobby Room +Staircase
Ceilings 1 Area = 865.16 865.16
Walls 1 length = 131.92 9.00 1187.24
Deduction Windows -8 6.00 0.50 4.50 -108.00
Deduction Windows -1 10.00 0.50 4.50 -22.50
Deduction doors -1 4.00 0.50 7.00 -14.00
Toilet
Ceilings 1 8.33 4.75 39.57
Walls 1 26.16 4.00 104.64
Deduction Windows -1 2.00 0.50 2.00 -2.00
Deduction doors -1 2.50 0.50 2.00 -2.50
Lobby Room +Staircase
Ceilings 1 Area = 188.05 188.05
 Walls 1 length = 61.42 9.00 552.74
Deduction Windows -2 6.00 0.50 4.50 -27.00
Deduction doors -1 4.00 0.50 8.00 -16.00
Deduction doors -1 3.00 0.50 7.00 -10.50
Deduction doors -1 2.50 0.50 7.00 -8.75
Second Floor
Lobby Room +Staircase
Ceilings 1 Area = 865.16 865.16
Walls 1 length = 131.92 9.00 1187.24
Deduction Windows -8 6.00 0.50 4.50 -108.00
Deduction Windows -1 10.00 0.50 4.50 -22.50
Deduction doors -1 4.00 0.50 7.00 -14.00
Toilet
Ceilings 1 8.33 4.75 39.57
Walls 1 26.16 4.00 104.64
Deduction Windows -1 2.00 0.50 2.00 -2.00
Deduction doors -1 2.50 0.50 2.00 -2.50
Lobby Room +Staircase
Ceilings 1 Area = 188.05 188.05
Walls 1 length = 61.42 9.00 552.74
Deduction Windows -2 6.00 0.50 4.50 -27.00
Deduction doors -1 4.00 0.50 8.00 -16.00
Deduction doors -1 3.00 0.50 7.00 -10.50
Deduction doors -1 2.50 0.50 7.00 -8.75
Top Floor
Bed Room
Ceilings 1 11.58 9.17 106.17
Walls 1 41.50 9.00 373.48
Deduction Windows -2 6.00 0.50 4.50 -27.00
Deduction doors -1 3.00 0.50 7.00 -10.50
Bed Room
Ceilings 1 11.58 8.50 98.46
Walls 1 40.17 9.00 361.49
Deduction Windows -2 5.00 0.50 4.50 -22.50
Deduction doors -2 3.00 0.50 7.00 -21.00
Kitchen
Ceilings 1 12.00 7.58 91.00
Walls 1 39.17 9.00 352.49
Deduction Windows -1 5.00 0.50 4.50 -11.25
Deduction doors -1 3.00 0.50 7.00 -10.50
Deduction wall -1 12.00 9.00 -108.00
Living Room
Ceilings 1 17.17 10.00 171.66
Walls 1 54.33 9.00 488.99
Deduction Windows -1 6.00 0.50 4.50 -13.50
Deduction doors -2 4.00 0.50 7.00 -28.00
Deduction wall -1 17.17 9.00 -154.49
Toilet
 Ceilings 1 8.33 4.75 39.57
Walls 1 26.16 4.00 104.64
Deduction Windows -1 2.00 0.50 2.00 -2.00
Deduction doors -1 2.50 0.50 2.00 -2.50
Lobby Room +Staircase
Ceilings 1 Area = 188.05 188.05
Walls 1 length = 61.42 9.00 552.74
Deduction Windows -2 6.00 0.50 4.50 -27.00
Deduction doors -1 4.00 0.50 8.00 -16.00
Deduction doors -1 3.00 0.50 7.00 -10.50
Deduction doors -1 2.50 0.50 7.00 -8.75
Total inside Plaster 10998.20 Sq.ft
8.2 External Plasterings
Ground Floor
Front face 1 62.58 9.42 589.28
Back face 1 62.58 9.42 589.28
Left Face 1 19.58 9.42 184.39
Right Face 1 19.58 9.42 184.39
Deductions:
D -1 4.00 0.50 8.00 -16.00
D1 -1 3.00 0.50 7.00 -10.50
Shutter -1 10.00 0.50 8.00 -40.00
Windows -9 6.00 0.50 4.50 -121.50
Windows -2 2.00 0.50 4.50 -9.00
Ventilations -1 6.00 0.50 4.00 -12.00
First Floor
Front face 1 62.58 9.42 589.28
Back face 1 62.58 9.42 589.28
Left Face 1 19.58 9.42 184.39
Right Face 1 19.58 9.42 184.39
Verandhah 1 13.42 4.33 58.09
Deductions:
D1 -1 3.00 0.50 7.00 -10.50
Windows -1 10.00 0.50 4.50 -22.50
Windows -9 6.00 0.50 4.50 -121.50
Windows -2 2.00 0.50 4.50 -9.00
Ventilations -1 6.00 0.50 8.00 -24.00
Second Floor
Front face 1 62.58 9.42 589.28
Back face 1 62.58 9.42 589.28
Left Face 1 19.58 9.42 184.39
Right Face 1 19.58 9.42 184.39
Verandhah 1 13.42 4.33 58.09
Deductions:
D1 -1 3.00 0.50 7.00 -10.50
Windows -1 10.00 0.50 4.50 -22.50
Windows -9 6.00 0.50 4.50 -121.50
Windows -2 2.00 0.50 4.50 -9.00
Ventilations -1 6.00 0.50 8.00 -24.00
 Top Floor
Front face 1 38.58 9.42 363.30
Back face 1 38.58 9.42 363.30
Left Face 1 19.58 9.42 184.39
Right Face 1 19.58 9.42 184.39
Verandhah 1 145.50 4.33 630.02
Deductions:
D1 -2 3.00 0.50 7.00 -21.00
Windows -1 10.00 0.50 4.50 -22.50
Windows -6 6.00 0.50 4.50 -81.00
Windows -2 2.00 0.50 4.50 -9.00
Windows -2 4.75 0.50 4.50 -21.38
Windows -2 4.33 0.50 4.50 -19.49
Ventilations -1 6.00 0.50 8.00 -24.00
Roof floor
Verandhah 1 144.83 4.33 627.13
Total Outside Plaster 6328.40 Sq.ft
10.0 Painting works
10.1 Wall Putty works
as per the internal plastering surface 1 10998.20 10998.20
Total wall putty works 10998.20 Sq.ft
10.2 Plastic emulsion paint (Internal)
as per the internal plastering surface 1 10998.20 10998.20
Total of Internal Paints 10998.20 Sq.ft
10.3 External weather coat apex paint
Outside Plaster 1 6328.40 6328.40
Total of External Paints 6644.82 Sq.ft
10.4 Chapra Polish
On Door Shutter
MD 4 4.00 2.00 7.00 224.00
D 2 3.50 2.00 7.00 98.00
D1 7 3.00 2.00 7.00 294.00
D2 8 2.50 2.00 7.00 280.00
Total Chapra Polish Paint 896.00 Sq.ft
10.5 Enamel paint
Lump sum 1 1792.00 1792.00
Total Enamel Paint 1792.00 Sq.ft
11.0 Doors and Windows works
11.1 Wooden Frame Works
MD 4 18.00 0.33 0.25 5.94
D 2 17.50 0.33 0.25 2.89
D1 7 17.00 0.33 0.25 9.82
D2 8 16.50 0.33 0.25 10.89
Total of Wood frame works 29.54 Cu.ft

11.2 Flush Door Shutters

D 2 3.50 7.00 49.00
D1 7 3.00 7.00 147.00
D2 8 2.50 7.00 140.00
Total of Flush Door Shutters 336.00 Sq.ft
11.3 Panel Door Shutters
MD 4 4.00 7.00 112.00
Total of Panel Door Shutters 112.00 Sq.ft
11.4 Aluminium Sliding Window
 W1 13 8.00 4.50 468.00
W2 2 3.92 4.50 35.24
W3 2 3.75 4.50 33.75
W4 2 8.00 4.50 72.00
V 4 2.00 4.50 36.00
Total of Aluminium Works 644.99 Sq.ft
12 Flooring Works
12.1 Screeding and Punning
Ground Floor
Parking Room 1 35.33 18.08 638.87
Guard Room 1 12.25 10.75 131.69
Second Floor
Bed Room 1 11.58 9.17 106.17
Bed Room 1 11.58 8.50 98.46
Living Room 1 17.17 10.00 171.66
Open Terrace 1 Area = 798.84 798.84
Top Floor
Open Terrace 1 Area = 945.18 945.18
Total Screeding works 2890.87 Sq.ft
12.2 Cement Skirting (100 mm)
Ground Floor
Parking Room 1 106.83 106.83
Guard Room 1 46.00 46.00
Second Floor
Bed Room 1 41.50 41.50
Bed Room 1 40.17 40.17
Living Room 1 54.33 54.33
Open Terrace 1 Length = 200.17 200.17
Top Floor
Open Terrace 1 Length = 132.42 132.42
Total Cement Skirting works 652.47 R.ft

12.3 Ceramic wall Tile

Ground Floor
Toilet 1 walls 1 22.00 6.00 132.00
Deduct Door -1 2.50 6.00 -15.00
deduct window -1 2.00 2.00 -4.00
Toilet 2 walls 1 26.16 6.00 156.96
Deduct Door -1 2.50 6.00 -15.00
deduct window -1 2.00 2.00 -4.00
Kitchen walls 1 11.25 4.00 45.00
First Floor
Toilet 1 walls 1 26.16 6.00 156.96
Deduct Door -1 2.50 6.00 -15.00
deduct window -1 2.00 2.00 -4.00
Second Floor
Toilet 1 walls 1 26.16 6.00 156.96
Deduct Door -1 2.50 6.00 -15.00
deduct window -1 2.00 2.00 -4.00
Top Floor
Toilet 1 walls 1 26.16 6.00 156.96
Deduct Door -1 2.50 6.00 -15.00
deduct window -1 2.00 2.00 -4.00
Kitchen walls 1 11.25 4.00 45.00
Total Wall Tile Works 754.84 Sq.ft
12.4 Bathroom floor Tiles
4 x 7 toilet 1 4.00 7.00 28.00
 4'9"x8'4" toilet 4 5.75 8.33 191.59
Total Bathroom Tile Flooring works 219.59 sq.ft

12.5 Floor Tile Works

Ground Floor Kitchen 1 7.08 7.33 51.92
Multipurpose hall 2 35.92 18.08 1298.94
Second Floor Kitchen 1 12.00 7.58 91.00
Total Tile Flooring Works 1441.85 Sq.ft
12.6 Marble Flooring
Front Steps 1 22.08 4.50 99.37
Lobby Room 4 12.92 9.42 486.47
Staircase Riser 48 3.50 0.58 97.94
Tread 42 3.50 0.83 122.45
Landings 6 3.50 3.50 73.50
Total of marble flooring works 879.74 Sq.ft
13 Stainless Steel Railing works
Staircase 3 18.33 54.99
Verandhah 3 13.50 40.50
Second floor terrace 1 132.83 132.83
Top floor terrace 1 132.42 132.42
Total of Stainless steel railings 360.74 R.ft
Remarks
 222.66

135.996
SN DESCTIPTION UNITS RATE AMOUNT REMARKS

Porcelain clay white glaze IPWC Comode

with dual flush and primium seat cover- all
1 complete set(Hindustan, Parryware or nos 1 17000.00 17,000.00
equivalent ) Constellation type, cascade
type
Toilet Sprayer- Chrome type with Nose nos 1 1500.00 1,500.00
55x40cm Porcelain clay white glaze Wash
2 basin (Hindware, Parryware, Classica or nos 1 5000.00 5,000.00
equivalent ) Regular
Porcelain clay toilet paper holder (Recessed 800.00
4 nos 1 800.00
type)
5 Chrome plate soap tray nos 1 850.00 850.00
6 Chrome plate Towel rod 1.5 x 45cm size nos 1 1200.00 1,200.00
7 Looking mirror 55x40cm size nos 1 3000.00 3,000.00
8 Chrome plate shower ordinary type nos 1 5000.00 5,000.00
Tap Mixture nos 1 8000.00 8,000.00
9 C P 15 mm bib cock ordinary type nos 1 700.00 700.00
10 PVC Floor trap 11x7.5cm nos 2 500.00 1,000.00
11 15mm dia. UPVC pipe ( Medium ) Cold Rm 9.00 400.00 3,600.00
12 15mm dia. UPVC pipe ( Medium ) Hot Rm 6.00 500.00 3,000.00
13 50 mm PVC Pipe 4 kg/cm2. Rm 3.00 820.00 2,460.00
15 110 mm PVC Pipe 4 kg\cm2. Rm 4.00 1200.00 4,800.00
23 110 mm Vent cowl nos 1 400.00 400.00
24 110 mm Plain tee nos 2 515.00 1,030.00
25 110 mm Door tee nos 1 650.00 650.00
26 110 mm Bend 90 degree nos 2 650.00 1,300.00
27 110 mm Door bend nos 1 700.00 700.00
28 110 mm Bend 45 degree nos 2 550.00 1,100.00
31 110 mm Pipe clip nos 20 20.00 400.00
32 110 mm Gully trap nos 1 980.00 980.00
33 G.M. 15mm Gate valve nos 1 1250.00 1,250.00
Estimated Cost of Sanitary 65,720.00
 Item Total Rate Remarks
Description of Works Unit Amount (NPR)
No. Quantity (NPR)
1 DISTRIBUTION BOARDS
Supply, installation, testing and commissioning of factory
fabricated and factory assembled, sheet steel clad
powder coated, recessed mounting dust and vermin
proof, double door Distribution Boards fabricated from
16 SWG sheet steel provided with hinged gasketted
door with locking facility and including suitably rated
copper phase bars, Earth & Neutral Links all complete
as required. Make of DB & breakers:
ABB/Siemens/Hager/Schnieder or equvalent. All MCBs
shall be 10 kA

1.1 4 way TPN Vertical Distribution board No 1 14,088 14,087.50

Incoming
1 x 32 A TP MCB
Outgoing
4 x 32 A DP MCB
1 set of TP & N copper busbar of at least 100A
capacity complete with terminal lugs and solderless
connectors. 1 set of inducator lamp with fuse

1.2 12 way SPN No 1 8,683 8,682.50

Incoming
1 x 32 A DP MCB
12 way copper phase bar
12 way copper Neutral & Earth Links
Outgoing
4 x 16 A SP MCB
5 x 6 A SP MCB

1.3 10 way SPN (DB#2,DB#3,DB#4) No 3 6,670 20,010.00

Incoming
1 x 32 A DP MCB
12 way copper phase bar
12 way copper Neutral & Earth Links
Outgoing
4 x 16 A SP MCB
5 x 6 A SP MCB
1 no of earth bus bar
2 CABLES & WIRES
Supply, installation, testing & commissioning of following
sizes of PVC insulated multistranded Copper conductor
cables/wires of 1.1 KV grade to be drawn in recessed
mounted 2 mm thick PVC pipe as deemed including
fixing hardware, fish wires etc. as required all complete.

2.1 (2 x 6 + 1x4 )Sqmm with 25 mm dia 2 mm thick HDP

Rm 25 462 11,555.25
pipe from MPB to DB #1,DB#2,DB#3,DB#4
3 General Service Light /power Point Wiring

Arunodaya S.S. Page37 of 40 Electrical Works

 Item Total Rate Remarks
Description of Works Unit Amount (NPR)
No. Quantity (NPR)
3.1 Supplying, wiring, testing and commissioning of light
point circuit wiring using (2x 2.5+1x 1.5 ) sq mm multi
stranded copper conductor, 1100 volts grade, PVC
insulated wires drawn through 20 mm dia HDP Pipe as
a cable sleeve concealed in wall and floor including all
fixing and connecting materials .The rate fo wiring shall
include the circuit wiring from deginated Distribution Pts 17 824 14,008.00
Board (DB) up to the switch board required size of GI
metal box, GI fish wire, cutting and filling chases for
recessed pipes as deemed as per drawing and lay out
plan all complete

3.2 Supplying, wiring, testing and commissioning and

putting into operation of for lights, ceiling fans, exhaust
fans points using 2.5 sq mm multi stranded copper
conductor, 1100 volts grade, PVC insulated wires drawn
through 20 mm dia HDP Pipe as a cable sleeve
concealed in wall and floor including all fixing and
connecting materials from switch board up to the first
light/fan/ control switch on wards to light/fan then the Pts 36 627 22,564.08
looping between switches /lights/fans/ etc. (No cable
jointing is allowed except switch and fixture). The cost
shall be including HDP Pipes, GI metal box, GI fish
wire, cutting and filling chases for recessed pipes as
deemed as per drawing and lay out plan all complete.

3.3 Same as item No 3.2 above but point to point

Pts 21 449 9,418.92
wiring(secondary point)
3.4. Same as above item No. 3.2 but one light point control
Pts 11 722 7,936.94
by two 2-way switch.
4 Power Socket Wiring
4.1 Supplying, wiring, testing and commissioning and
putting into operation for 16 A power point using 2 x 4
sq mm + 1 x 2.5 Sq mm multi stranded copper
conductor, 1100 volts grade, PVC insulated wires drawn
through 20 mm dia 2 mm thick HDP pipe, cable
sleeve/support but including specified dia pipes
concealed in wall and floor including all fixing and
connecting materials. The rate for point wiring shall
include the circuit wiring from deginated Distribution Pts 50 1,753 87,649.50
Board (DB) up to the first power point then the looping
between sockets. The cost shall be excluding GI metal
box including GI fish wire, cutting and filling chases for
recessed pipes as deemed as per drawing and lay out
plan all complete.

4.2 Supplying, wiring, testing and commissioning and

putting into operation for 6 A lpower point looping from
first power point to power point using 2 x 2.5 sq mm + 1
x 2.5 Sq mm multi stranded copper conductor, 1100
volts grade, PVC insulated wires drawn through 20 mm
dia 2 mm thick HDP pipe, cable sleeve/support but
including specified dia pipes concealed in wall and floor
including all fixing and connecting materials. The rate for Pts 11 990 10,894.84
point wiring shall include the circuit wiring from first
point to loop between sockets, GI metal box, including
GI fish wire, cutting and filling chases for recessed pipes
as deemed as per drawing and lay out plan all complete.

5.0 Telephone/networking/television point wiring

Arunodaya S.S. Page38 of 40 Electrical Works

 Item Total Rate Remarks
Description of Works Unit Amount (NPR)
No. Quantity (NPR)
5.1

Supply ,intallation ,testing and commisioning of Point

wiring from Telephone Junction Box ( TJB ) to individual Pts 4.00 908.50 3634.00
telephone points with 2 pair Telephone wires in 20 mm
HDPE conduit including metal box terminations at both
ends and providing marking ferrules / sleeves
5.2 Supply laying and installation of 2 paire telephone cable
in 20 mm HDPE conduit from main TJB at ground
floor to each floor TJB . mtr 25.0 42.00 1050.00
5.3
Supply , installation & testing of computer point wiring
with CAT 6 , 4 pair , in 20 mm HDPE conduit including Pts 4.0 1,635.88 6543.52
metal box terminations at both ends and providing
marking ferrules / sleeves.
5.5 Supply , laying & testing of TV point wiring with TV
coaxial cable through 20 mm HDP conduit from top Pts 2.0 1,067.78 2135.56
of terrace TJB to each room .
6 Switch Socket Outlets
Supply, installation, interconnection, testing and
commissioning of following types of modular formation
flush mounted switch socket including to be installed in
specified location and height all complete. (North West,
Siemens, Philips or equvalent)

6.1. 16 A 3 Pin Switch Socket No 50 332 16600.00

6.2 6 A 3/5 Pin Switch Socket No 11 240 2640.00
6.3 10A 1 way 1 module switch No 47 139 6533.00
6.4 16A 1 way 1 module switch No 50 223 11150.00
6.5 10A 2 way 1 module switch No 14 167 2338.00
6.6 RJ 11 telephone socket No 4 159 636.00
6.7 RJ 45 networking socket No 4 557 2228.00
6.8 RG 6 Television Socket No 2 161 322.00
6.9 1 moudle plate No 8 72 576.00
6.10 2 moudle plate No 15 77 1155.00
6.11 3 moudle plate No 69 84 5796.00
7 Light Fixtures/Luminaires & Accessories . 0.00
Supply, storing, assembling, installation, testing and
commissioning of following types wall/ceiling,
surface/recessed, suspended Flourescent/CFL/LED
lighting fixtures including lamp, power factor
improvement capacitor electronic ballast, control gear
etc. and including making connections with 1.5 Sq.mm .
PVC insulated copper conductor wire fixing and
connecting materials complete as per specification.
(Legro/Wipro/Homdec or equvalent)

7.1 36 watt 4ft LED battentype surface mounted tube light

nos 26 3,071 79833.00
fixture
7.2
nos 10 1,633 16330.00
12 watt LED Surface mounted dounlight( used in room)
7.3 9 watt LED Surface mounted dounlight fixture( used in
nos 17 1,173 19941.00
corridore, toilet, staircase)
7.4 9 watt LED wall light fixture nos 10 1,921 19205.00
7.5 6 watt mirror LED light fixture nos 5 2,151 10752.50
8 Pull Box/JTB
Supply, fabrication and installation of 250x250x100 mm
recessed type Pull Box/junction box at specified
locations made out of 2 mm thick hot dip galvanised MS
sheets having four corner counter shunk steel screws
opening stainless steel cover. The pull box hsall be nos 6 500 3000.00
suitable for four sides entry of Telephone cable pipes
complete as per drawing and site conditions.

Arunodaya S.S. Page39 of 40 Electrical Works

 Item Total Rate Remarks
Description of Works Unit Amount (NPR)
No. Quantity (NPR)
9 Earthing & Lighting Protection
9.1 Supply, installation, testing and commissioning of GI
plate earthing stations making earth pits, earthing with
GI earth plate 600 mm x 600 mm x 6 mm thick including
funnel, charcoal/coke, salt, all earth work. Providing
masonry enclosure with 10 mm thick C.I. cover plate set 1 25,000 25000.00
having locking arrangement and watering pipe,
disconnecting/ testing links etc as per IS –3043
complete as required.

9.2 Earthing Strip/Wires :

Supply, installation, testing and commissioning of
following sizes of GI/ Copper strip/wire clamped to
walls/building stuctures/underground as deemed
including inter connection between length at joints, all
fixing accessories saddles, clamps, fixing hardwares all
complete.

9.3 12 SWG Cu wire mtr 15 170 2550.00

10 NEA supply cable / Energy Meter 0.00
10.1 Supply, installation, testing and commissioning of
Energy Meter ( 30 A, single Ph, 230 v, 50 Hz ) as per lot 1 10,000 10000.00
NEA rules and regulation .
10.2 Supply ,installation, testing and commissioning of 2
core 10 sq mm copper armourd cable for NEA mtr 50 400 20000.00
supply.
Total of Electrical Works(without VAT) carried over to Summary 476,756.11

Arunodaya S.S. Page40 of 40 Electrical Works