BILL OF QUANTITIES FOR THE PROPOSED YOUTH … · THE BILL OF QUANTITIES - BIIL NO -01 ITEM...

BILL OF QUANTITIES FOR THE PROPOSED YOUTH

COMMUNITY CENTER BUILDING

SUMMARY-- BILLNO -01 TOTAL AMOUNT

1.00 PRELIMINARIES. MVR. -

2.00 EXCAVATION AND EARTH WORK.. MVR. -

3.00 CONCRETE WORK. MVR. -

4.00 FORM WORK MVR. -

5.00 REINFORCEMENT MVR. -

6.00 WATER PROOFING MVR. -

7.00 MASONARY WORK MVR. -

8.00 PLASTERING MVR. -

9.00 FLOORING & TILING MVR. -

10.00 PAINTING MVR. -

11.00 DOORS & WINDOWS MVR. -

12.00 WOOD WORK & CEILING MVR. -

13.00 METAL WORK MVR. -

14.00 LANDSCAPING MVR. -

15.00 ROOFING MVR. -

16.00 FIRE PROTECTION AND DETECTION SYSTEM MVR. -

17.00 ADDITION & OMMISION MVR. -

GRAND SUMMARY MVR. -

THE BILL OF QUANTITIES - BIIL NO -01

ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT

1.0 PRELIMINARIES

Notes:

a Tenderer shall visit the site prior

to quoting and ascertain site

conditions, access to site extends

of extra payments may be claimed

during construction consequent

to omission of price inclusive

through lack of prior study of site

b. On practical completion of project

the contractor should at not extra

cost thoroughly clean out each room

by washing all floors, cleaning glasses,

removing paint stains, motar droppings,

and clear site completely of all debris

and restore to original conditions,with

all services interrupted during construction.

1.1 SITE MANAGEMENT COST

Allow for all on & off site management cost including cost of site

staff,temporary services such as electricity water and telephone,provide

and maintain necessary documents and all management related cost.

Item

1.00 -

1.2 SIGN BOARD

Allow for sign boards Item 1.00 -

1.3 Clearing shrubs & debris from ground floor Item 1.00 -

1.4 Site clearing after completion of the Project Item 1.00 -

Total carried to summary..................... Total carried to summary ....................................................Mrf. -


2.0 EXCAVATION AND EARTH WORK

Notes:

Rate to include

a Trimming sides,keeping clean and

consolidating bottom of the bases

and trenches,levelling etc.

Levelling and consolidating where

required under slabs or sub floor layers

b. Back filling and disposal of surplus

excavated materials as directed

c. Keeping all excavations free from the

storm or percolating water as required

or directed to keep excavation dry etc.

d Any necessary additional excavation for

working space, planking and strutting

form work etc.

2.1 Clear and level site including removing m2638.85 Completed -

growth of every description includingremoving top soil average 6" thick anddebris from site where directed. Rate shall be

include for cutting and removing of earth toget the finished ground level.

Excavation

Excavation depth is 1425mm. (Including 75mm thick lean concrete

layer) Footing

2.2 Excavation for F- 1 m37.71 Completed -




2.6 m3178.49 Completed -

2.7 m343.68 Completed -

2.8 Excavation for Ground Beams m319.97 Completed -

2.9 Excavation for Lift Pit m30.00 Completed -

2.10 Excavation for tie beams & Columns for stage at Cinama m35.50 -

2.11 Well compacted Earth ( Rate shall include for filling where necessary) m2425.00 Completed -

2.12

Spreading 50mm thick sand layer in order to prepare ground surface to

receive Damp Proof Membrane (Optional item.Not shown in drawings.

But have to do if it is necessary)

m2 425.00 Completed -

2.13 Damp Proof Membrane

Rate shall include for dressing around,sealing all penetration and laps

2.13.1 Laying DPM on Footings as per shown in the drawings m2 200.00 Completed -

2.13.2 Polythene Damp Proof Membrane laid on blinding layer m2 425.00 Completed -

2.14 Dewatering

Charges for dewatering during foundation work if required Item 1.00 Completed -

Total carried to summary ....................................................Mrf. -

Excavation for F- 5 Excavation depth is 1525mm. (Including 75mm

thick lean concrete layer)

Excavation for F- 6 Excavation depth is 1525mm. (Including 75mm

thick lean concrete layer)


3.0 CONCRETE WORKLean Concrete75mm thick Lean Concrete

Below Footings

3.1 F-1 m26.75 Completed -




3.5 F-5 m2117.00 Completed -


3.7 Below Ground Beams

3.7.1 GB ( beams at cinama stage) m215.00 -

3.8 LIFT PIT

3.8.1 Laying 50mm thick mass concrete layer on lift pit m23.77 Completed -

3.9 FLOOR SLAB

3.9.1 65mm thick mass concrete m2425.00 Completed -

Reinforced Concrete

Concrete Work

Mixing, depositing, handling and hoisting

into position.

Packing and tamping around reinforcement

including mechanical vibration.

Curing as specified and stop pour construction

joints etc.

3.10 FOOTINGS

3.10.1 F-1 m33.03 Completed -

3.10.2 F-2 m38.43 Completed -

3.10.3 F-3 m39.80 Completed -

3.10.4 F-4 m33.08 Completed -

3.10.5 F-5 m364.35 Completed -

3.10.6 F-6 m38.71 Completed -

3.10.7 Footings at Cinama Stage m30.48 -

3.11 GROUND BEAM

3.11.1 GB (Tie beams at cinama stage) m33.00 -

3.12 BELOW GROUND LEVEL COLUMNS

3.12.1 C1 (500 x 500mm) - 2 Nos m30.38 Completed -






3.13 BELOW GROUND LEVEL LIFT PIT

3.13.1 Lift pit base concreting m31.32 Completed -

3.13.2 Lift walls up to Ground Floor Level m31.72 Completed -

3.14 GROUND FLOOR

1 COLUMNS (Height 3.15m)

a C1 (500 x 500mm) - 2 Nos m31.24 Completed -

b C2 (300 x 500mm) - 10 Nos m34.43 Completed -

c C3 (250 x 500mm) - 3 Nos m31.11 Completed -

d C4 (200 x 300mm) - 7 Nos m31.24 Completed -

e C5 (200 x 350mm) - 6 Nos m31.24 Completed -

f C6 (200 x 300mm) - 4 Nos m30.71 Completed -

g Columns at Cinama Stage m30.90 -


2 STAIR CASE

Stair case 01

1 Stair Waist m30.70 Completed -

2 Steps m30.35 Completed -


3 Half Landing Slab m30.50 Completed -

4 Half Landing Beam m30.30 Completed -

3 RCC LIFT WALL

a Lift Wall 180mm thick ( Ground Floor to 1st Floor) m33.17 Completed -

4 SLAB BEAMS

a B1 ( 200 x 300) m32.22 -

b B2 ( 200 x 375) m32.22 -

c B3 ( 200 x 450) m31.94 -

d CB1 ( 200 x 450) m30.28 -

e CB2 ( 200 x 325) m30.10 -

f EB (200 X 250) m30.77 -

5 FLOOR SLAB

a 150mm thick R.C.C. Floor Slab m332.91 -

3.15 FIRST FLOOR


a C1 (500 x 500mm) - 2 Nos m31.18 -

b C2 (300 x 500mm) - 10 Nos m34.20 -

c C3 (250 x 500mm) - 3 Nos m31.05 -

d C4 (200 x 300mm) - 7 Nos m31.18 -

e C5 (200 x 350mm) - 6 Nos m31.18 -

f C6 (200 x 300mm) - 4 Nos m30.67 -

2 STAIR CASE

Stair case 01

1 Stair Waist m30.70 -

2 Steps m30.35 -

3 Half Landing Slab m30.50 -

4 Half Landing Beam m30.30 -

3 RCC LIFT WALL

a Lift Wall 180mm thick ( 1st Floor to 2nd Floor) m33.02 -

4 RCC Balcony Wall

100mm thick Balcony Wall m33.01 -

5 SLAB BEAMS

a B1 ( 200 x 325) m31.75 -

b B2 ( 200 x 400) m32.22 -

c B3 ( 200 x 350) m31.94 -

d B4 ( 200 x 450) m30.92 -

e B5 ( 300 x 600) m310.03 -

f CB2 ( 200 x 325) m30.09 -

g EB (200 X 250) m30.43 -

6 FLOOR SLAB


3.16 SECOND FLOOR


a C1 (500 x 500mm) - 2 Nos m31.18 -

b C2 (300 x 500mm) - 10 Nos m34.20 -

c C3 (250 x 500mm) - 3 Nos m31.05 -

d C4 (200 x 300mm) - 7 Nos m31.18 -

e C5 (200 x 350mm) - 6 Nos m31.18 -

f C6 (200 x 300mm) - 4 Nos m30.67 -

2 STAIR CASE

Stair case 01



2 Steps m30.35 -



Stair case 02


2 Steps m30.35 -


3 RCC LIFT WALL


4 RCC Balcony Wall


5 SLAB BEAMS

a B1 ( 200 x 325) m32.25 -

b B2 ( 200 x 400) m32.25 -

c B3 ( 200 x 350) m32.00 -

d CB1 ( 200 x 450) m30.25 -

e CB2 ( 200 x 325) m30.15 -

f EB (200 X 250) m30.95 -

6 FLOOR SLAB


3.17 THIRD FLOOR


a C1 (500 x 500mm) - 2 Nos m31.18 -

b C2 (300 x 500mm) - 10 Nos m34.20 -

c C3 (250 x 500mm) - 3 Nos m31.05 -

d C4 (200 x 300mm) - 7 Nos m31.18 -

e C5 (200 x 350mm) - 6 Nos m31.18 -

f C6 (200 x 300mm) - 4 Nos m30.67 -

2 STAIR CASE

Stair case 01


2 Steps m30.35 -



Stair case 02


2 Steps m30.35 -


3 RCC LIFT WALL


4 RCC Balcony Wall

a 100mm thick Balcony Wall m31.80 -

5 SLAB BEAMS

a B1 ( 200 x 325) m32.50 -

b B2 ( 200 x 400) m32.50 -

c B3 ( 200 x 350) m32.00 -

d CB1 ( 200 x 450) m30.10 -

e CB2 ( 200 x 325) m30.15 -

f EB (200 X 250) m30.50 -

6 FLOOR SLAB


3.17 Terrace Floor

a Terrace parapet wall m37.25 -

b Machine room slab m32.90 -



4 FORM WORK

All necessary boarding, supports, erecting

framing angles, striking and removals,

cleaning and wetting.

Form work is measured in the same order

as the concrete item.

Form work is measured as net concrete

surface. measurement between concrete

and form work.

4.1 FOOTINGS

4.1.1 F-1 m28.91 Completed -

4.1.2 F-2 m216.50 Completed -

4.1.3 F-3 m220.79 Completed -

4.1.4 F-4 m25.97 Completed -

4.1.5 F-5 m2101.40 Completed -

4.1.6 F-6 m28.68 Completed -

4.1.7 Footings in Stage at Cinama m25.00 -

4.20 GROUND BEAM

4.2.1 GB ( F/W for tie beams in stage at Cinama) m26.00 -









4.4.1 Lift pit base Form Work m22.75 Completed -

4.4.2 Lift walls up to Ground Floor Level m214.50 Completed -

4.50 GROUND FLOOR

COLUMNS (Height 3.15m)








4.5.7 Columns in stage at Cinama m220.00 -

4.60 STAIR CASE

Stair case 01

1 Stair Waist m24.50 Completed -

2 Steps ( Raiser 167 x Thread 250mm) m22.50 Completed -

3 Half Landing Slab m22.10 Completed -

4 Half Landing Beam m22.85 Completed -

4.7 RCC LIFT WALL

1 Lift Wall 180mm thick ( Ground Floor to 1st Floor) m239.38 Completed -

4.8 SLAB BEAMS

a B1 ( 200 x 300) m222.18 -

b B2 ( 200 x 375) m222.19 -

c B3 ( 200 x 450) m219.40 -

d CB1 ( 200 x 450) m22.82 -

e CB2 ( 200 x 325) m21.02 -

f EB (200 X 250) m210.31 -

4.9 FLOOR SLAB


FIRST FLOOR

4.10 COLUMNS (Height 3.00m)

a C1 (500 x 500mm) - 2 Nos m211.40 -

b C2 (300 x 500mm) - 10 Nos m245.60 -

c C3 (250 x 500mm) - 3 Nos m212.83 -

d C4 (200 x 300mm) - 7 Nos m219.95 -

e C5 (200 x 350mm) - 6 Nos m218.81 -

f C6 (200 x 300mm) - 4 Nos m211.40 -

4.11 STAIR CASE

Stair case 01


2 Steps ( Raiser 167 x Thread 250mm) m22.50 -




4.12 RCC LIFT WALL

1 Lift Wall 180mm thick ( 1st Floor to 2nd Floor) m237.50 -

4.13 RCC Balcony Wall


4.14 SLAB BEAMS

a B1 ( 200 x 325) m217.47 -

b B2 ( 200 x 400) m222.19 -

c B3 ( 200 x 350) m219.44 -

d B4 ( 200 x 450) m29.24 -

e B5 ( 300 x 600) m266.87 -

f CB2 ( 200 x 325) m20.88 -

g EB (200 X 250) m25.71 -

4.15 FLOOR SLAB


SECOND FLOOR


a C1 (500 x 500mm) - 2 Nos m211.40 -

b C2 (300 x 500mm) - 10 Nos m245.60 -

c C3 (250 x 500mm) - 3 Nos m212.83 -

d C4 (200 x 300mm) - 7 Nos m219.95 -

e C5 (200 x 350mm) - 6 Nos m218.81 -

f C6 (200 x 300mm) - 4 Nos m211.40 -

4.17 STAIR CASE

Stair case 01





Stair case 02




4.18 RCC LIFT WALL




4.20 SLAB BEAMS


a B1 ( 200 x 325) m223.00 -

b B2 ( 200 x 400) m223.00 -

c B3 ( 200 x 350) m220.00 -

d CB1 ( 200 x 450) m22.75 -

e CB2 ( 200 x 325) m21.00 -

f EB (200 X 250) m211.00 -

4.21 FLOOR SLAB


THIRD FLOOR


a C1 (500 x 500mm) - 2 Nos m211.40 -

b C2 (300 x 500mm) - 10 Nos m245.60 -

c C3 (250 x 500mm) - 3 Nos m212.83 -

d C4 (200 x 300mm) - 7 Nos m219.95 -

e C5 (200 x 350mm) - 6 Nos m218.81 -

f C6 (200 x 300mm) - 4 Nos m211.40 -

4.23 STAIR CASE

Stair case 01





Stair case 02




4.24 RCC LIFT WALL




4.26 SLAB BEAMS

a B1 ( 200 x 325) m225.00 -

b B2 ( 200 x 400) m224.00 -

c B3 ( 200 x 350) m221.00 -

d CB1 ( 200 x 450) m22.00 -

e CB2 ( 200 x 325) m21.00 -

f EB (200 X 250) m28.00 -


4.27 FLOOR SLAB


4.28 TERRACE FLOOR

a Terrace parapet wall m2141.00 -

b Machine room slab m221.00 -


5.00 REINFORCEMENT

a Rates shall include for cutting, bending,

placing in position, holding and supporting

including temporary fixing support hangers,

binding wires and wire brushing.

b Lap lengths wastages bend lengths at the end of bars

should include to the rate. No provision will be given to above

mentioned extra length when take measurement.

5.10 FOOTINGS

5.1.1 F-1, 1.5 x 1.5 x 0.45 (3 Nos)

16mm dia deformed bars ton 0.14 Completed -


5.1.2 F-2, 2.5 x 2.5 x 0.45 (3 Nos)



5.1.3 F-3, 2.73 x 2.0 x 0.45 (4 Nos)



5.1.4 F-4, 3.43 x 2.0 x 0.45 (1 Nos)



5.1.5 F-5, 3.0 x 3.0 x 0.45 (13 Nos)



5.1.6 F-6, 4.01 x 6.43 x 0.35 (1 No)



5.20 GROUND BEAMS

5.2.1 GB 250 x 200mm


6mm dia MS Round Bars ton 0.18 Completed -

5.2.2 Tie beams in stage @ Cinama

12mm dia deformed bars ton 0.20 -


6mm dia MS Round Bars ton 0.05 -


5.3.1 C1 (500 x 500mm) - 2 Nos



5.3.2 C2 (300 x 500mm) - 10 Nos



5.3.3 C3 (250 x 500mm) - 3 Nos



5.3.4 C4 (200 x 300mm) - 7 Nos



5.3.5 C5 (200 x 350mm) - 6 Nos



5.3.6 C6 (200 x 300 ) - 4 Nos




5.4.1 Lift pit base concreting (Assumed all bars are T 12)


5.4.2 Lift walls up to Ground Floor Level



5.50 GROUND FLOOR

COLUMNS (Height 3.15m)

5.5.1 C1 (500 x 500mm) - 2 Nos



5.5.2 C2 (300 x 500mm) - 10 Nos



5.5.3 C3 (250 x 500mm) - 3 Nos



5.5.4 C4 (200 x 300mm) - 7 Nos



5.5.5 C5 (200 x 350mm) - 6 Nos




5.5.6 C6 (200 x 300mm) - 4 Nos



5.5.7 Columns in Stage at Cinama (Including Footing)



5.6 STAIR CASE

Stair case 01 (Including half landing beam)

1 12mm dia deformed bars ton 0.11 Completed -

2 6mm dia bars ton 0.01 Completed -

5.7 RCC LIFT WALL



5.8 SLAB BEAMS

a B1 ( 200 x 300)



b B2 ( 200 x 375)



c B3 ( 200 x 450)



d CB1 ( 200 x 450)



e CB2 ( 200 x 325)



f EB (200 X 250)



5.90 FLOOR SLAB

5.9.1 12mm dia deformed bars ton 5.04 -

FIRST FLOOR


5.10.1 C1 (500 x 500mm) - 2 Nos




5.10.2 C2 (300 x 500mm) - 10 Nos



5.10.3 C3 (250 x 500mm) - 3 Nos



5.10.4 C4 (200 x 300mm) - 7 Nos



5.10.5 C5 (200 x 350mm) - 6 Nos



5.10.6 C6 (200 x 350mm) - 4 Nos



5.11 STAIR CASE


1 12mm dia deformed bars ton 0.11 -

2 6mm dia bars ton 0.01 -

5.12 RCC LIFT WALL



5.13 SLAB BEAMS

a B1 ( 200 x 300)



b B2 ( 200 x 375)



c B3 ( 200 x 450)



d B4 ( 200 x 450)



e B5 ( 300 x 600)



f CB2 ( 200 x 325)




g EB (200 X 250)



5.14 FLOOR SLAB


5.15 Balcony Wall



SECOND FLOOR


5.16.1 C1 (500 x 500mm) - 2 Nos



5.16.2 C2 (300 x 500mm) - 10 Nos



5.16.3 C3 (250 x 500mm) - 3 Nos



5.16.4 C4 (200 x 300mm) - 7 Nos



5.16.5 C5 (200 x 350mm) - 6 Nos



5.16.6 C6 (200 x 350mm) - 4 Nos



5.17 STAIR CASE




Stair case 02



5.18 RCC LIFT WALL




5.19 SLAB BEAMS

a B1 ( 200 x 300)



b B2 ( 200 x 375)



c B3 ( 200 x 450)



d CB1 ( 200 x 450)



e CB2 ( 200 x 325)



f EB (200 X 250)



5.20 FLOOR SLAB


5.21 Balcony Wall



THIRD FLOOR


5.22.1 C1 (500 x 500mm) - 2 Nos



5.22.2. C2 (300 x 500mm) - 10 Nos



5.22.3 C3 (250 x 500mm) - 3 Nos



5.22.4 C4 (200 x 300mm) - 7 Nos




5.22.5 C5 (200 x 350mm) - 6 Nos



5.22.6 C6 (200 x 350mm) - 4 Nos



5.23 STAIR CASE




Stair case 02



5.24 RCC LIFT WALL



5.25 SLAB BEAMS

a B1 ( 200 x 300)



b B2 ( 200 x 375)



c B3 ( 200 x 450)



d CB1 ( 200 x 450)



e CB2 ( 200 x 325)



f EB (200 X 250)



5.26 FLOOR SLAB


5.27 Balcony Wall




TERRACE FLOOR

5.28 Terrace parapet wall


5.29 Machine room slab


5.30 OTHER CONCRETE WORKS

1 GROUND FLOOR

a Sill & Lintel slab 800 x 150mm thick for W1 Nos 3.00 -

b Sill & Lintel slab 2300 x 150mm thick for W2 Nos 1.00 -

c Sill & Lintel slab 800 x 150mm thick for W3 Nos 4.00 -

d Sill & Lintel slab 1550x 150mm thick for W4 Nos 1.00 -

Construction and fixing 200 x 150mm Lintel Beams including form

work & 4 nos of T12 bars accompanied with R6 @ 150mm C/C for all

doors at Ground Floor

-

a Lintel 1000 x 150mm for D1 Door Nos 5.00 -

b Lintel 900 x 150mm for D2 Door Nos 1.00 -

c Lintel 1900 x 150mm for D3 Door Nos 1.00 -

d Lintel 700 x 150mm for D4 Door Nos 2.00 -

f 75mm Lintol beam in satge at Cinama Nos 1.00-

2 1ST FLOOR TO 3RD FLOOR

a Sill & Lintel slab 800 x 150mm thick for W1 Nos 17.00 -

b Sill & Lintel slab 2300 x 150mm thick for W2 Nos 1.00 -

c Sill & Lintel slab 800 x 150mm thick for W3 Nos 17.00 -

d Sill & Lintel slab 1150 x 150mm thick for W4 Nos 7.00 -

e Sill & Lintel slab 800 x 150mm thick for W5 Nos 1.00 -

f Sill & Lintel slab 2300 x 150mm thick for W6 Nos 10.00 -

g Sill & Lintel slab 3450 x 150mm thick for W7 Nos 1.00 -

d

Construction and fixing 200 x 150mm Lintel Beams including form

work & 4 nos of T12 bars accompanied with R6 @ 150mm C/C for all

doors at 1st to 3rd floors

b Lintel 900 x 150mm for D2 Door Nos 14.00 -

d Lintel 700 x 150mm for D4 Door Nos 11.00 -

e Lintel 4625 x 150mm for D5 Door Nos 1.00 -

f Lintel 1200 x 150mm for D6 Door Nos 1.00 -

5.31 WORK TOP IN KITCHEN

a Concrete work top in Kitchen (Including Tile Finish) Nos 1.00 -


Total carried to summary ....................................................Rs. -

6.00 WATER PROOFING

6.1

Water proofing admixture, CONMIX MEGA ADD WL2 or equavalent

shall be mixed with all concrete below ground level L.S 1.00 Completed

-

6.2

Plasticising admixture, CONMIX MEGAFLOW P or equavalent shall be

mixed with Super Structure and Sub Structure Concrete works L.S 1.00-

6.3

Apply 2 coats of Water proofing bitumen Paint Conmix Moya Shield

RBE to all structure below ground level L.S 1.00 Completed

-


7.00 MASONARY

(a)Rates shall include for cleaning out cavities, forming rebated reveals

and pointing and cleaning down to reveals where necessary; fractional

size blocks, all necessary machine cutting, cutting or forming chases or

edges of floor slabs.

(b)Cutting or leaving holes and openings as recesses for and building in

pipes, conduits , sleeves and similar as required for all trades; leaving

surfaces rough or raking out joints for plastering and flashings,

bedding frames or plates, building in joints.

7.1 BELOW GROUND LEVEL

a 150mm thick Solid block wall from top of foundation beams and Tie

beam up to ground floor slab.m2

120.00Completed

-


7.2 GROUND FLOOR

a 150mm thick external walls m2165.00 -

b 150mm thick internal walls m265.00 -

c 100mm thick internal walls m280.00 -

d 150mm thick brick work in stage at Cinama m262.40 -

7.3 1ST FLOOR TO 2ND FLOOR


b 150mm thick internal walls m263.00 -

C 100mm thick internal walls m285.00 -

2ND FLOOR TO 3RD FLOOR


b 100mm thick external walls m252.00 -


d 100mm thick internal walls m2190.00 -

3rd FLOOR TO Terrace FLOOR


b 100mm thick external walls m252.00 -


d 100mm thick internal walls m238.00 -

TERRACE FLOOR



8.00 PLASTERING

(a) 20mm thick Cement plastering on Exterior surface of External

masonry walls and concrete surfaces and 15mm thick plastering on

interior walls and concrete surface as specified incl. wire mesh shall be

fixed at the joints of concrete surfaces and walls before plastering.

Quantity is measured including concrete surfaces - Parapetwalls, Liftwalls,

columns & beams.

(b)Rates shall include for External plastering shall 20mm thick

(10+10mm) 2 coats in 1:4 cement and river sand mix ratio

c) Rates shall include for approved brand water proofing compound

shall be mixed with cement mortar for

external wall plastering as per manufacturers specifications.

d) Slab soffits, all beams & lift walls must be fare face finish with no

plastering.

8.1 BELOW GROUND LEVEL

a

20mm thick Plastering both sides of masonary walls below ground

level. Consultant approved crack controlling adchitive to be used.m2

240.00-

b Concrete Surfaces (Columns,footing ,lift wall and ground beam ) m2

224.00-

8.2 GROUND FLOOR

a External surface of external walls m2165.00 -

b Internal surfaces of Exterior walls and both surfaces of Interior walls m2 415.00 -


c Concrete Surfaces (Columns External side of lift wall stair case ) m2257.75 -

d Plastering of brick work in stage at Cinama m2 130.00 -

8.3 1ST FLOOR

a External surface of external walls m2 151.00 -


c Concrete Surfaces (Columns External side of lift wall stair case )m2

316.00-

Balcony m2 61.00 -

8.4 2ND FLOOR



c Concrete Surfaces (Columns External side of lift wall stair case ) m2 286.00 -

d Balcony m2 40.00 -

8.5 3RD FLOOR



c Concrete Surfaces (Columns External side of lift wall stair case ) m2 286.00 -


8.6 TERRACE FLOOR



c Terrace parapet wall m2 141.00 -


9.0 FLOORING & TILING

(b) Rates shall include for: Fixing, bedding, grouting, and pointing

materials, making good around pipes, sanitary fixtures, and similar;

cleaning & Polishing.

(a) Rates shall include for laying 60mm thick screeding for general

floors & 35mm thick screed for toilet floors cement mortar in 1 : 5 mix

ratio,cleaning down to reveals where necessary and water proofing -

Conmix Moyaproof HF to Toilet and Balcony floors & Terrace.

(c) All Tiling work in accordance with specifications and finishes

schedule.Toilet wall tiling shall be at 2.4m height from the floor level.

Toilet wall tiles shall be 300 x 600 mm size ceramic Polished tiles and

Toilet Floor Tiles shall be 300 x 300mm Non- Slip ceramicTiles.

FLOORING

9.1 GROUND FLOOR

a Auditorium m2 257.00 -

b Ticket counter and canteen m2 19.50 -

c Lobby area m2 46.00 -

d Walkway m2 18.00 -

e All Toilets m2 15.30 -

f Kitchen m2 16.11 -

g Garden Cafeteria m2 0.00 -

h Staircase m2 10.00 -

9.2 1ST FLOOR

a Basketball spectator Area m2 28.88 -

b Store room m2 7.00 -

c Projector Room m2 6.97 -

d Pool Room m2 52.86 -

e Lift lobby area m2 14.40 -


f Class Room 1 m2 31.85 -

g Classroom 2 m2 31.87 -

h Corridor m2 20.48 -

i Staircase m2 10.00 -

9.3 2ND FLOOR

a Badminton Court m2 259.00 -

b Excecutive Office m2 15.04 -

c Staff Office with Waiting Area m2 26.68 -

d Counselling Room m2 12.69 -

e Corridor & Walkways m2 36.79 -

f Work Out Gym m2 47.43 -

g Toilet (Common + Exc Office) m2 17.15 -


9.4 3RD FLOOR

a Class Room 1 m2 15.27 -

b Classroom 2 m2 15.27 -

c Teachers Waiting Area m2 15.50 -

d Bed room 4 m2 20.50 -

e Corridor & Walkways m2 28.00 -

f Spactators Area m2 38.50 -

g Toilet (Common + Bed Room) m2 28.50 -


9.4 3RD FLOOR

a Open terrace m2 169.00 -

TILING

9.5 GROUND FLOOR

a FLOOR TILING

1 Toilet floors m2 15.29 -

b WALL TILING

1 Toilet Wall m2 60.00 -

2 Kitchen wall above work top & Kitchen sink area m2 7.00 -

9.6 2ND FLOOR

a FLOOR TILING

1 Excecutive Office m2 15.04 -

2 Staff office with waiting area m2 26.68 -

3 Counselling Room m2 12.69 -

4 Toilet floors m2 17.15 -

b WALL TILING


9.7 3RD FLOOR

a FLOOR TILING

1 Teachers waiting area m2 15.50 -

2 Bedroom 4 m2 20.50 -

3 Toilet (Common + Bed Room) m2 28.50 -

b WALL TILING



10.0 PAINTING


(a) Rates shall include for: the provision, erection and removal of

scaffolding, preparation, rubbing down

between coats and similar work, the protection and/or masking floors,

fittings and similar work, removing and

replacing door and window furniture.

(b) All painting work shall be carried in accordance with the

Specifications

(c)Rate shall include for weather proof paint finish for exterior surfaces

of the wall complete including

01 coats of oil based wall sealer, neat application of Texture + Paint finish

02 coats of weather bond paint.

(d) Rate shall include for putty and paint finish for interior surfaces of

the wall and ceilings complete including application of two coats of wall

sealer, two coats of putty finish and two coats of emulsion paint finish on top

for Interior painting.

10.1 GROUND FLOOR

a Painting Exterior walls m2 165.00 -

b Painting Interior walls m2 368.00 -

cPainting Concrete surfaces ( Slab soffit.Beams Stair case soffit Lift wall

& Columns) m2

257.75-

d Painting (Ceiling) m2 210.00 -

e Epoxy Floor Painting m2 360.00 -

f Painting walls in Stage at Cinama m2 125.00 -

10.2 1ST FLOOR



cPainting Concrete surfaces ( Slab soffit.Beams Stair case soffit Lift wall

& Columns) m2

316.00-


e Painting (Ceiling) m2 424.00 -

f Epoxy Floor Painting m2 205.00 -

10.3 2ND FLOOR



c

Painting Concrete surfaces ( Slab soffit.Beams Stair case soffit Lift wall

& Columns) m2 286.00 -




10.4 3RD FLOOR



c


& Columns) m2 286.00 -




10.5 TERRACE FLOOR



c


& Columns) m2 141.00 -



11.0 DOORS & WINDOWS

(a) Rates shall include for locks, latches, closers, push plates, pull

handles, bolts, kick plates, hinges and all

door & window hardware.


(b) Rates shall include for door frames and window frames, mullions,

transoms, trims, glazing, tinting,

timber panels, boardings, framing, lining, fastenings and all fixings and

installation.

(c) All Timber door frames shall be treated timber.

(d) All louvres, windows and sliding doors shall be 80 micron powder

coated aluminium as per details given in

Door/Window schedule.

e ) Refer Detail drawing or Schedule for the Type & Size of Door /

Windows

11.1 GROUND FLOOR

a D 1 Nos 5.00 -

b D 2 Nos 1.00 -

c D 3 Nos 1.00 -

d D 4 Nos 2.00 -

e W 1 Nos 3.00 -

f W 2 Nos 1.00 -

g W 3 Nos 4.00 -

h W 4 Nos 1.00 -

11.2 1ST FLOOR

a D 2 Nos 4.00 -

b D 5 Nos 1.00 -

c D 6 Nos 1.00 -

d W 1 Nos 8.00 -

e W 5 Nos 2.00 -

f W 6 Nos 4.00 -

11.3 2ND FLOOR

a D 2 Nos 5.00 -

b D 4 Nos 3.00 -

c W 1 Nos 3.00 -

d W 3 Nos 5.00 -

e W 4 Nos 3.00 -

f W 5 Nos 1.00 -

g W 6 Nos 3.00 -

h W 7 Nos 1.00 -

11.4 3RD FLOOR

a D 2 Nos 5.00 -

b D 4 Nos 8.00 -

c W 1 Nos 3.00 -

d W 3 Nos 8.00 -

e W 4 Nos 3.00 -

f W 6 Nos 3.00 -

g 50mm x 50 mm Aluminium louvers as per the description. item 1.00 -

Total carried to summary ....................................................Mrf. 0.00

12.0 WOOD WORK & CEILING

(a) Rates shall include for: all labour in framing, notching and fitting

around projections, pipes, light fittings,

hatches, grilles and similar and complete with cleats, packers, wedges

and similar and all nails,bolts & screws.

(b) Rates shall include for applying approved quality wood

preservators as per manufactures instructions for all Timber structures.

(c) Rates shall include for 10mm thick Plasster board ceiling fixed on 35 x

50mm Timber frame,trimming, nails, screws,hooks, hangers, clips and similar.

12.1 CEILING

12.1.1 GROUND FLOOR m2 210.00 -

12.1.2 1ST FLOOR m2 424.00 -


12.1.3 2ND FLOOR m2 192.00 -

12.1.4 3RD FLOOR m2 424.00 -

12.2 WOOD WORK

12.2.1 Stage at Cinama

Supply, Fabrication and Making Stage with 25mm thick Plywood fixed

on 50 x 200mm Timber Rafters & 50 x 38 Battens, refer Details in the

drawing.

m2 150.00 -


13.0 METAL WORK

a

Metal work for staircase hand railings balconies and other specific areas

which shown in the drawingsLS 1.00 -

b Metal work for cinema stage hand railings in ground floor LS 1.00 -

c Metal work for terrace parapet wall which shown in the drawings LS 1.00 -


14.0 LANDSCAPING

14.1

Compacted white sand landscape with plantation in garden café area as

shown in drawings.m2 42.00 -

15.0 ROOFING

General(a) Rates shall include for: all labour in framing, notching and fitting

around projections, pipes, light fittings, hatches, grilles and similar and (b) Rates shall include for: apply Solignum or equivalent brand wood

preservators on wooden members as per manufacturer's instuructions

1 ROOF STRUCTURE

1.1 ROOF TRUSSES

a

T1 - Charges for Supply, Fabrication & Fixing Truss as per Drawing

Details nos 1.00 -

b

T2 - Charges for Supply, Fabrication & Fixing Truss as per Drawing

Details nos 2.00 -

c

HT - Charges for Supply, Fabrication & Fixing Truss as per Drawing

Details nos 4.00 -

d JT - Charges for Supply, Fabrication & Fixing Truss as per Drawing

Detailsnos 8.00 -

e PURLINSCharges for Supply and Fixing C100 10 G.I.Purlins on top of Roof

Trusses to support roofing sheets. m 450.00 -

1.2 ROOF COVERING

(1) GA.#26 Pre Painted G.I Roofing Sheets m2 370.00 -

1.3 CAPPING & FLASHING

(1) Hip and Ridge Capping m 56.00 -

1.4 Facia Board 200 x 100mm m 77.00 -

1.5 GUTTER

(1)

200 x 200mm Lysaght Sheet gutter including framing, supports, straps,

brackets, clips, Overflow down pipe outlets, mesh flashings and all m 77.00 -

1.6 INSULATION

(1)50mm thick glass wool insulation with aluminium foil on both sides

fixed underside of roof covering. m2

370.00-

(2)25mm grid G.I. mesh to be fixed underneath and support for Insulation

m2

370.00-

1.7 DOWN PIPE

(1)

100mm dia. & 150mm dia. pvc down pipes including pipe work upto

water tanks, bends, junctions, straps, joints brackets, clips and all item 1.00 -


16.0 FIRE PROTECTION AND DETECTION SYSTEM

a

Rates shall include for screws,nails.bolts nuts,standard cable fixing or

supporting clips,brackets,straps,riverts,plugs and all incidential

b

Rates shall include for all necessary electrical wiring and accessories

required for completion.

c All items shall be supply and complete installation.

16.1 GROUND FLOOR


16.1.1 Dry Riser System.a Dry riser pipe work Ground floor to 1st floor Item 1.00 -


b 2 Way Breeching inlet Nos 1.00 -

c Dry Riser Outlet - one way Nos 1.00 -

d Hose reel 30m with cabinet Nos 1.00 -

-

16.1.2 Fire Fighting System -

a Carbondioxide extinguishers Nos 5.00 -

b Fire Blanket Nos 5.00 -

-

16.1.3 Fire Detection System -

a Manual Call Point (1.4m above from floor finish level) Nos 3.00 - b Sounder/Bell Nos 4.00 -

c Ceiling mounted smoke detector Nos 6.00 -

d Wall mounted smoke detector (below 300mm from the ceiling) Nos 6.00 -

-

16.1.4 Fire exit board Nos 4.00 -

- 16.2 FIRST FLOOR -

16.2.1 Dry Riser System. -

a Dry riser pipe work First floor to 2nd floor Item 1.00 -


c Dry Riser Outlet - one way Nos 1.00 -


-




-


a Manual Call Point Nos 1.00 -

b Sounder/Bell Nos 1.00 -

c Ceiling mounted smoke detector Nos 12.00 - d Wall mounted smoke detector (below 300mm from the ceiling) Nos 0.00 -

- 16.2.4 Fire exit board Nos 1.00 -

- 16.3 SECOND FLOOR -

16.3.1 Dry Riser System. - a Dry riser pipe work 2nd floor to 3rd floor Item 1.00 - b 2 Way Breeching inlet Nos 0.00 -

c Landing Valves (Dry Riser Outlet) Nos 1.00 - d Hose reel 30m with cabinet Nos 1.00 -

- 16.3.2 Fire Fighting System -



- 16.3.3 Fire Detection System -

a Manual Call Point Nos 1.00 - b Sounder/Bell Nos 1.00 - c Ceiling mounted smoke detector Nos 9.00 -


-


-

16.4 THIRD FLOOR -

16.4.1 Dry Riser System. -

a Dry riser pipe work Item 0.00 -


c Landing Valves (Dry Riser Outlet) Nos 1.00 -


-


a Carbondioxide extinguishers (2Kg) Nos 2.00 -



-


a Manual Call Point Nos 1.00 -

b Sounder/Bell Nos 1.00 -

c Ceiling mounted smoke detector Nos 11.00 -


-



17.0 ADDITION & OMMISION

THE BILL OF QUANTITIES - BIIL NO - 02

ELECTRICAL WORKS

PROPOSED YOUTH COMMUNITY CENTER PROJECT.

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

S/00 ELECTRICAL INSTALLATION

S/01 The Bidders are requested to refer the Preamble

Notes, General notes, Specifications, and other

relevant information prior to pricing of the

following items. Note

S/02 Rate shall include for necessary chasing,

trenching, conduits, cables, cable trays, fittings

and clips, cutting holes and chases in brick work/

block work/ concrete work complete with all

necessary accessories such as sockets,

connections, cable glands and boxes hardware

clips, etc., for proper installing and laying of

cables. Note

S/03 All under ground cables directly buried in ground

to be properly laid in ground trenches and covered

with cable tiles. Rate for under ground cables

shall include for all necessary excavation, sand

layers, cable tiles, warning strips and back filling

with approved quality earth properly compacted. Note

S/04 Rates for all electrical panels shall include for

supply and installation of all necessary MCCB's,

MCB's, EFR's, ELCB's auxiliary contacts, Volt

meters, ammeters, kWh meters, indicator lamps,

selector switches, inter connecting copper bus

bars, inter locks aligning and grounding the panel,

interconnections, internal wiring instrument

wiring loops, connecting to switch gears, cable

gland lugs, steel channels and necessary hardware

fixing and insulating materials with fully enclosed

metal clad panels and distribution boards where

ever necessary and complete as shown in drawing

and comply with the specifications, and as per

relevant latest B.S. standards and I.E.T.

regulations and all complete to working order to

the approval of the Engineer. Note

Point wiring

S/05 Rates shall include for all conduits, conduit

fittings, clips, earth cables, draw wire, wiring

accessories, hardware fixing, insulating materials,

making holes and chases in brick work, concrete

work...etc. and making good the same. Note


S/06 Rate for lamp point shall include for cables,

ceiling roses, flexible wire, bulb holders, and flush

type switches, flush boxes etc.. Note

S/07 Rates for socket outlets shall be inclusive of

cables, switch socket outlets of correct rating,

sunk boxes etc. Note

S/08 All cables for equipments and units designated to

function under fire condition to be in fire rated

cables and steel conduits as indicated and rates

shall include accordingly. Note

Fittings

S/09 All the light fittings to be provided under this

Contract shall be of the best quality without any

defects to the complete satisfaction of the

Architect/Engineer. Note

S/10 Rates shall also include for supply and installation

of all the fittings complete with all the accessories,

such as starters, bulbs, chokes, power factor

correction capacitors…etc Note

S/11 Rates shall also include for all the fixing material

such as rawl plugs, hooks, chains, flexible

cords...etc. Note

S/12 Contractor shall get approval from the Engineer

for Electrical fittings before installation. Note

S/13 All lighting and power circuits shall include

earth cable of 2.5mm2 unless otherwise specified Note

S/14 All 5A/10A circuit shall be wired in 2x1/1.13

mm2 PVC insulated sheathed Cu cables and earth

cable taken through minimum size of 20 mm PVC

conduit unless otherwise specified . All corridors

& staircases area lighting shall be wired with

2x2.5 mm2 PVC/PVC Cu+2.5mm2E PVC Cu

cables drawn in PVC Conduits Note

S/15 All 13A/15A circuit/Socket outlet shall be wired

in 2x7/0.067 mm2 PVC insulated sheathed Cu

cables and earth cable taken through minimum

size of 2.5 mm PVC conduit .All corridors &

staircases area small power outlets shall be wired

with 2x4 mm2 PVC/PVC Cu+2.5mm2E PVC Cu

cables drawn in PVC Conduits Note

S/16 Contractor shall get the approval for position of

fittings indicated in drawings from

Architect/Engineer before commencing the work .


S/17 Rate shall include for cutting ,trimming , dressing

, connecting cables ,cutting holes & chase holes in

brick work and connecting cables to supply points

and equipments complete with all accessories

such as sockets, connectors, conduits, cable trays,

cable glands,cable lugs, and boxes, hardware clips

, fixing , etc. Note

S/18 Please refer respective service drawings for AC

plant location , water pump,sewer

pump.Treatment plants etc. locations etc Note

GROUND FLOOR

1.1 Main Power ConnectionCharges for Providing Laying and connecting

main cable from from STELCO Transformer

Board to Building Main Panel Board Item 1.00 -

1.2 Main Panel BoardSupply and Installation of Main Panel Board with

KWH meter complete including connection to

Distribution Boards Nos 1.00 -

1.3 Distribution BoardsSupply and Installation of Distribution Boards 3

phase Nos 3.00 -

1.4 Electrical Wiring1.4.1 Wiring for Power Points

1 x 13A Socket Outlets @300HIGH Nos 8.00 -

a. 1 x 13A Socket Outlets @1300HIGH Nos 4.00 -

1 x 13A Socket Outlets @2100HIGH Nos 2.00 -

b. 15A Socket Outlets Nos - -

c 2 x 13A Socket Outlets Nos 3.00 -

1.4.2 Fan Regulators Nos 19.00 -

1.4.3 Wiring for Lighting Fixtures

a.Wiring for all lighting fixtures in Ground Floor as

per the specificationsNos

103.00 -

1.5 Switches

1.5.1 One Way Switch (One Gang) Nos 7.00 -

1.5.2 One Way Switch (2 Gang) Nos 2.00 -




1.6 Lighting & Fixtures1.6.1 Soffit Mounted Lights Nos 52.00 -

1.6.2 Soffit mounted LED lights Nos 20.00 -

1.6.3 Garden lights Nos 10.00 -

1.6.4 Wall mounted lamp Nos 1.00 -

1.6.5 Emergency Lights Nos 7.00 -

1.6.6 Outdoor Weather Proof wall mounted lamps Nos 16.00 -


1.6.7 Ceiling Fans Nos 19.00 -

1.6.8 Fan Regulators Nos 19.00 -

1.6.9 Exhaust Fan Nos 1.00 -

Total for Ground Floor 0.00

2.0 1ST FLOOR



Distribution Boards Nos - -


phase Nos 1.00 -


1 x 13A Socket Outlets @ 300 HIGH Nos 5.00

a. 2 x 13A Socket Outlets @ 1300 HIGH Nos 1.00 -


a.Wiring for all lighting fixtures in First Floor as


53.00 -

2.4 Switches






2.5.2 Soffit mounted LED lights Nos 32.00


2.5.4 Billiard Board Light Nos 4.00 -


2.5.6 AC (Indoor & Outdoor Unit) Nos 7.00 -

2.5.7 Carrom board lights Nos 3.00 -

Total for 1st Floor -

3.0 2ND FLOOR





phase Nos 2.00 -


a 1 x 13A Socket Outlets @300HIGH Nos 21.00 -


b 1 x 13A Socket Outlets @1300HIGH Nos 1.00 -

c 15A Socket Outlets @2100HIGH Nos 1.00 -




85.00 -

3.4 Switches





3.4.5 One Way Switch (5 Gang) Nos 2.00




3.5.4 Billiard Board Light Nos - -


3.5.6 AC (Ceiling mounted Cassete Type) Nos 5.00 -

3.5.7 AC (Indoor Unit) Nos 1.00 -

3.5.8 AC (Outdoor Unit)Nos

1.00 included in above item

Total for 2ND Floor -

4.0 3RD FLOOR





phase Nos 2.00 -


a 1 x 13A Socket Outlets @300HIGH Nos 21.00 -

b 1 x 13A Socket Outlets @1300HIGH Nos 1.00 -

c 15A Socket Outlets @2100HIGH Nos 1.00 -




61.00 -

4.4 Switches





4.5 Lighting & Fixtures


4.5.1 Soffit Mounted Lights Nos 22.00 -



4.5.4 Billiard Board Light Nos - -


4.5.6 AC Nos 4.00 -

Total for 3rd Floor -

5.0 Lightning Protection SystemComplete Lightning Protection System including

all accessories and installation as per

specifications

Item

1.00

-

6.0 Testing & CommisioningTest the entire system as per STELCO regulations.

Item1.00

-


SUMMARY - BILL NO - 02

TOTAL FOR GROUND FLOOR -

TOTAL FOR 1ST FLOOR -

TOTAL FOR 2ND FLOOR -

TOTAL FOR 3RD FLOOR -

LIGHTING PROTECTING SYSTEM 0.00

TESTING & COMMISSIONING 0.00

TOTAL 0.00


HYDRAULIC & DRAINAGE

PROPOSED YOUTH COMMUNITY CENTER PROJECT.


S/00 HYDRAULIC & DRAINAGE

S/01 Rate shall include for sockets,running joints,

connectors

elbows,junctions,valves,reducers,expansion

joints,backnuts and similar:Incidential

fittings,clips,saddles,brackets,straps,hangers,scr

ews,nails and fixing complete including cutting

and forming holes,excavating,laying pipes and

backfilling trenches. Note

S/02 Design provide and install plumbing network

for the entire building complete in accordance

to standard set by the local governing body

MWSC Note

S/03 The following items and description and the

plumbing drawings are given as guidance as to

the nature of the information to be returned by

the contractor. Note

S/04 Ground water connection shall be made as

specified in the drawings. Note

S/05 (e) All pipes shall be High Pressure uPVC . Note

1.0 Ground Floor

a Sanitory Pipe Network1 Charges for connecting to Sewer Main using

150mm uPVC pipes including connection cost Item 1.00 -

2 100mm uPVC Sewage/discharge pipe work

complete including cleanouts with cap for toilet

(water closet). Item 1.00 -


complete including cleanouts with cap . Item 1.00 -

b Inspection chambers1.0 Construction of inspection chambers as per the

detailed drawings. Rate to include all excavation

& backfilling & compaction, concrete work

including form work & reinforcements,

plumbing works and all other related incidentals

and consumables to complete.

Nos 5.00 -

c Fresh Water Supply Network


1.0 Connecting to MWSC water main including

water meter & connection charge.Nos

1.00 -

2.0 35mm dia uPVC Fresh water supply pipe work

complete. Item 1.00 -

d Ground Well Water Supply

1.0 Supply & Laying35mm dia uPVC pipe network

for ground water supply (Well water) including

all valves and other necessary accessories Item 1.00 -

4.0 50mm Over Flow line as per the specification. Item 1.00 -

e Pumps1 Supply and installation of Booster Pump set

including floating switches & valves, pressure

tank, pressure gauge and all piping & wiring

works and all other necessary accessories &

consumables with sufficient capacity as per

building plan requirement to complete.

Nos 1.00 -

f Sanitory Fittings1.0 Water Closet

Nos 3.00 -

2.0 Wash Basin including Counter Nos 5.00 -

3.0 Wash Basin tap Nos 5.00 -

4.0 Toilet Paper Holder Nos 3.00 -

5.0 Towel Holder Nos 1.00 -

7.0 Mirror Set Nos 3.00 -

8.0 Muslim Shower Nos 3.00 -

9.0 Kitchen Sink Nos 2.00 -

10.0 Sink Tap Nos 2.00 -

11.0 Floor Trap Gully with Drain Nos 5.00 -

12.0 Pull Rail Nos 2.00 -

13.0 38 mm S.S Grab bar Vertical Nos 1.00 -

14.0 39 mm S.S Grab bar Horizontal Nos 2.00 -

2.0 Second Floor


150mm uPVC pipes including connection cost Item - -







b Fresh Water Supply Network



c Well Water Supply Network




d Sanitory Fittings1.0 Water Closet Nos 4.00 -




5.0 Towel Holder Nos - -

6.0 Soap Holder Nos - -




2.0 Third Floor


150mm uPVC pipes including connection cost Item - -






b Fresh Water Supply Network



c Well Water Supply Network




d Sanitory Fittings


1.0 Water Closet Nos 5.00 -




5.0 Towel Holder Nos 2.00 -

6.0 Soap Holder Nos 2.00 -




10.0 Shower Nos 2.00 -

g Rain water Disposal system

7.1

Supply and laying of rainwater disposal pipe

network using uPVC pipes including

Gutters,Down pipes and all related accessories

as directed by Engineer Item 1.00 -

8.0 Testing and Commissioning

8.1

Rate to include all testings to be done all

plumbing systems and all other fittings and

accessories to complete. Item 1.00 -

TOTAL 0.00


MECHANICAL WORKS

PROPOSED YOUTH COMMUNITY CENTER BUILDING


MECHANICAL

4 LIFT

1 )Provide the specification for the lift no 1.00 -

Total -

GRAND SUMMARY

BILL NO. 01 (Civil Works) = MVR -

BILL NO. 02 (Electrical Works) = MVR -

BILL NO. 03 (Hydraulic & Drainage) = MVR -

BILL NO. 04 Mechanical = MVR -

TOTAL = MVR -

TOTAL COST = MVR -

GST 6% = MVR -

TOTAL ESTIMATED COST = MVR -

BILL OF QUANTITIES FOR THE PROPOSED YOUTH … · THE BILL OF QUANTITIES - BIIL NO -01 ITEM...

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