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. -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
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 -
2.3 Excavation for F- 2 m326.73 Completed -
2.4 Excavation for F- 3 m331.08 Completed -
2.5 Excavation for F- 4 m39.76 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)
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
3.0 CONCRETE WORKLean Concrete75mm thick Lean Concrete
Below Footings
3.1 F-1 m26.75 Completed -
3.2 F-2 m218.75 Completed -
3.3 F-3 m221.80 Completed -
3.4 F-4 m26.85 Completed -
3.5 F-5 m2117.00 Completed -
3.6 F-6 m224.87 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 -
3.12.2 C2 (300 x 500mm) - 10 Nos m31.35 Completed -
3.12.3 C3 (250 x 500mm) - 3 Nos m30.34 Completed -
3.12.4 C4 (200 x 300mm) - 7 Nos m30.38 Completed -
3.12.5 C5 (200 x 350mm) - 6 Nos m30.38 Completed -
3.12.6 C6 (200 x 300mm) - 4 Nos m30.22 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 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
2 STAIR CASE
Stair case 01
1 Stair Waist m30.70 Completed -
2 Steps m30.35 Completed -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
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
1 COLUMNS (Height 3.00m)
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
a 150mm thick R.C.C. Floor Slab m365.65 -
3.16 SECOND FLOOR
1 COLUMNS (Height 3.00m)
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 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
2 Steps m30.35 -
3 Half Landing Slab m30.50 -
4 Half Landing Beam m30.30 -
Stair case 02
1 Stair Waist m30.70 -
2 Steps m30.35 -
3 Half Landing Slab m30.37 -
3 RCC LIFT WALL
a Lift Wall 180mm thick ( 1st Floor to 2nd Floor) m33.02 -
4 RCC Balcony Wall
100mm thick Balcony Wall m31.80 -
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
a 150mm thick R.C.C. Floor Slab m332.00 -
3.17 THIRD FLOOR
1 COLUMNS (Height 3.00m)
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 -
Stair case 02
1 Stair Waist m30.70 -
2 Steps m30.35 -
3 Half Landing Slab m30.37 -
3 RCC LIFT WALL
a Lift Wall 180mm thick ( 1st Floor to 2nd Floor) m33.02 -
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
a 150mm thick R.C.C. Floor Slab m332.00 -
3.17 Terrace Floor
a Terrace parapet wall m37.25 -
b Machine room slab m32.90 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
Total carried to summary ....................................................Mrf. -
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 -
4.30 BELOW GROUND LEVEL COLUMNS
4.3.1 C1 (500 x 500mm) - 2 Nos m23.60 Completed -
4.3.2 C2 (300 x 500mm) - 10 Nos m214.40 Completed -
4.3.3 C3 (250 x 500mm) - 3 Nos m24.05 Completed -
4.3.4 C4 (200 x 300mm) - 7 Nos m26.30 Completed -
4.3.5 C5 (200 x 350mm) - 6 Nos m25.94 Completed -
4.3.6 C6 (200 x 300mm) - 4 Nos m23.60 Completed -
4.40 BELOW GROUND LEVEL LIFT PIT
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)
4.5.1 C1 (500 x 500mm) - 2 Nos m212.60 Completed -
4.5.2 C2 (300 x 500mm) - 10 Nos m250.40 Completed -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
4.5.3 C3 (250 x 500mm) - 3 Nos m214.18 Completed -
4.5.4 C4 (200 x 300mm) - 7 Nos m222.05 Completed -
4.5.5 C5 (200 x 350mm) - 6 Nos m220.79 Completed -
4.5.6 C6 (200 x 300mm) - 4 Nos m212.60 Completed -
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
a 150mm thick R.C.C. Floor Slab m2219.38 -
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
1 Stair Waist m24.50 -
2 Steps ( Raiser 167 x Thread 250mm) m22.50 -
3 Half Landing Slab m22.10 -
4 Half Landing Beam m22.85 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
4.12 RCC LIFT WALL
1 Lift Wall 180mm thick ( 1st Floor to 2nd Floor) m237.50 -
4.13 RCC Balcony Wall
100mm thick Balcony Wall m261.00 -
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
a 150mm thick R.C.C. Floor Slab m2437.65 -
SECOND FLOOR
4.16 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 -
4.17 STAIR CASE
Stair case 01
1 Stair Waist m24.50 -
2 Steps ( Raiser 167 x Thread 250mm) m22.50 -
3 Half Landing Slab m22.10 -
4 Half Landing Beam m22.85 -
Stair case 02
1 Stair Waist m24.75 -
2 Steps ( Raiser 167 x Thread 250mm) m25.75 -
3 Half Landing Slab m22.50 -
4.18 RCC LIFT WALL
1 Lift Wall 180mm thick ( 1st Floor to 2nd Floor) m237.50 -
4.19 RCC Balcony Wall
100mm thick Balcony Wall m238.00 -
4.20 SLAB BEAMS
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
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
a 150mm thick R.C.C. Floor Slab m2235.00 -
THIRD FLOOR
4.22 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 -
4.23 STAIR CASE
Stair case 01
1 Stair Waist m24.50 -
2 Steps ( Raiser 167 x Thread 250mm) m22.50 -
3 Half Landing Slab m22.10 -
4 Half Landing Beam m22.85 -
Stair case 02
1 Stair Waist m24.75 -
2 Steps ( Raiser 167 x Thread 250mm) m25.75 -
3 Half Landing Slab m22.50 -
4.24 RCC LIFT WALL
1 Lift Wall 180mm thick ( 1st Floor to 2nd Floor) m237.50 -
4.25 RCC Balcony Wall
100mm thick Balcony Wall m238.00 -
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 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
4.27 FLOOR SLAB
a 150mm thick R.C.C. Floor Slab m2241.00 -
4.28 TERRACE FLOOR
a Terrace parapet wall m2141.00 -
b Machine room slab m221.00 -
Total carried to summary ....................................................Mrf. -
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 -
20mm dia deformed bars ton 0.23 Completed -
5.1.2 F-2, 2.5 x 2.5 x 0.45 (3 Nos)
16mm dia deformed bars ton 0.39 Completed -
20mm dia deformed bars ton 0.64 Completed -
5.1.3 F-3, 2.73 x 2.0 x 0.45 (4 Nos)
16mm dia deformed bars ton 0.44 Completed -
20mm dia deformed bars ton 0.71 Completed -
5.1.4 F-4, 3.43 x 2.0 x 0.45 (1 Nos)
16mm dia deformed bars ton 0.14 Completed -
20mm dia deformed bars ton 0.22 Completed -
5.1.5 F-5, 3.0 x 3.0 x 0.45 (13 Nos)
20mm dia deformed bars ton 3.79 Completed -
20mm dia deformed bars ton 3.92 Completed -
5.1.6 F-6, 4.01 x 6.43 x 0.35 (1 No)
20mm dia deformed bars ton 0.95 Completed -
20mm dia deformed bars ton 0.97 Completed -
5.20 GROUND BEAMS
5.2.1 GB 250 x 200mm
12mm dia deformed bars ton 0.71 Completed -
6mm dia MS Round Bars ton 0.18 Completed -
5.2.2 Tie beams in stage @ Cinama
12mm dia deformed bars ton 0.20 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
6mm dia MS Round Bars ton 0.05 -
5.30 BELOW GROUND LEVEL COLUMNS
5.3.1 C1 (500 x 500mm) - 2 Nos
16mm dia deformed bars ton 0.05 Completed -
9mm dia MS Round Bars ton 0.10 Completed -
5.3.2 C2 (300 x 500mm) - 10 Nos
20mm dia deformed bars ton 0.35 Completed -
9mm dia MS Round Bars ton 0.24 Completed -
5.3.3 C3 (250 x 500mm) - 3 Nos
20mm dia deformed bars ton 0.15 Completed -
9mm dia MS Round Bars ton 0.09 Completed -
5.3.4 C4 (200 x 300mm) - 7 Nos
16mm dia deformed bars ton 0.09 Completed -
9mm dia MS Round Bars ton 0.10 Completed -
5.3.5 C5 (200 x 350mm) - 6 Nos
16mm dia deformed bars ton 0.11 Completed -
9mm dia MS Round Bars ton 0.09 Completed -
5.3.6 C6 (200 x 300 ) - 4 Nos
16mm dia deformed bars ton 0.04 Completed -
9mm dia MS Round Bars ton 0.03 Completed -
5.40 BELOW GROUND LEVEL LIFT PIT
5.4.1 Lift pit base concreting (Assumed all bars are T 12)
12mm dia deformed bars ton 0.00 Completed -
5.4.2 Lift walls up to Ground Floor Level
12mm dia deformed bars ton 0.08 Completed -
10mm dia deformed bars ton 0.06 Completed -
5.50 GROUND FLOOR
COLUMNS (Height 3.15m)
5.5.1 C1 (500 x 500mm) - 2 Nos
16mm dia deformed bars ton 0.11 Completed -
9mm dia MS Round Bars ton 0.10 Completed -
5.5.2 C2 (300 x 500mm) - 10 Nos
20mm dia deformed bars ton 0.78 Completed -
9mm dia MS Round Bars ton 0.24 Completed -
5.5.3 C3 (250 x 500mm) - 3 Nos
20mm dia deformed bars ton 0.33 Completed -
9mm dia MS Round Bars ton 0.09 Completed -
5.5.4 C4 (200 x 300mm) - 7 Nos
16mm dia deformed bars ton 0.21 Completed -
9mm dia MS Round Bars ton 0.10 Completed -
5.5.5 C5 (200 x 350mm) - 6 Nos
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
16mm dia deformed bars ton 0.24 Completed -
9mm dia MS Round Bars ton 0.09 Completed -
5.5.6 C6 (200 x 300mm) - 4 Nos
16mm dia deformed bars ton 0.08 Completed -
9mm dia MS Round Bars ton 0.03 Completed -
5.5.7 Columns in Stage at Cinama (Including Footing)
12mm dia deformed bars ton 0.20 -
6mm dia MS Round Bars ton 0.03 -
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
1 12mm dia deformed bars ton 0.10 Completed -
2 10mm dia deformed bars ton 0.08 Completed -
5.8 SLAB BEAMS
a B1 ( 200 x 300)
16mm dia deformed bars ton 0.47 -
6mm dia MS Round Bars ton 0.12 -
b B2 ( 200 x 375)
16mm dia deformed bars ton 0.32 -
6mm dia MS Round Bars ton 0.09 -
c B3 ( 200 x 450)
16mm dia deformed bars ton 0.31 -
6mm dia MS Round Bars ton 0.07 -
d CB1 ( 200 x 450)
20mm dia deformed bars ton 0.07 -
6mm dia MS Round Bars ton 0.01 -
e CB2 ( 200 x 325)
16mm dia deformed bars ton 0.05 -
6mm dia MS Round Bars ton 0.01 -
f EB (200 X 250)
16mm dia deformed bars ton 0.19 -
6mm dia MS Round Bars ton 0.03 -
5.90 FLOOR SLAB
5.9.1 12mm dia deformed bars ton 5.04 -
FIRST FLOOR
5.10 COLUMNS (Height 3.00m)
5.10.1 C1 (500 x 500mm) - 2 Nos
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
16mm dia deformed bars ton 0.10 -
9mm dia MS Round Bars ton 0.09 -
5.10.2 C2 (300 x 500mm) - 10 Nos
20mm dia deformed bars ton 0.74 -
9mm dia MS Round Bars ton 0.22 -
5.10.3 C3 (250 x 500mm) - 3 Nos
20mm dia deformed bars ton 0.31 -
9mm dia MS Round Bars ton 0.08 -
5.10.4 C4 (200 x 300mm) - 7 Nos
16mm dia deformed bars ton 0.20 -
9mm dia MS Round Bars ton 0.09 -
5.10.5 C5 (200 x 350mm) - 6 Nos
16mm dia deformed bars ton 0.23 -
9mm dia MS Round Bars ton 0.08 -
5.10.6 C6 (200 x 350mm) - 4 Nos
16mm dia deformed bars ton 0.08 -
9mm dia MS Round Bars ton 0.03 -
5.11 STAIR CASE
Stair case 01 (Including half landing beam)
1 12mm dia deformed bars ton 0.11 -
2 6mm dia bars ton 0.01 -
5.12 RCC LIFT WALL
12mm dia deformed bars ton 0.10 -
10mm dia deformed bars ton 0.08 -
5.13 SLAB BEAMS
a B1 ( 200 x 300)
16mm dia deformed bars ton 0.37 -
6mm dia MS Round Bars ton 0.09 -
b B2 ( 200 x 375)
16mm dia deformed bars ton 0.32 -
6mm dia MS Round Bars ton 0.09 -
c B3 ( 200 x 450)
16mm dia deformed bars ton 0.31 -
6mm dia MS Round Bars ton 0.07 -
d B4 ( 200 x 450)
20mm dia deformed bars ton 0.23 -
6mm dia MS Round Bars ton 0.02 -
e B5 ( 300 x 600)
20mm dia deformed bars ton 1.66 -
6mm dia MS Round Bars ton 0.24 -
f CB2 ( 200 x 325)
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
16mm dia deformed bars ton 0.05 -
6mm dia MS Round Bars ton 0.01 -
g EB (200 X 250)
16mm dia deformed bars ton 0.19 -
6mm dia MS Round Bars ton 0.02 -
5.14 FLOOR SLAB
1 12mm dia deformed bars ton 11.60 -
5.15 Balcony Wall
1 12mm dia deformed bars ton 0.04 -
2 10mm dia deformed bars ton 0.34 -
SECOND FLOOR
5.16 COLUMNS (Height 3.00m)
5.16.1 C1 (500 x 500mm) - 2 Nos
16mm dia deformed bars ton 0.10 -
9mm dia MS Round Bars ton 0.09 -
5.16.2 C2 (300 x 500mm) - 10 Nos
20mm dia deformed bars ton 0.74 -
9mm dia MS Round Bars ton 0.22 -
5.16.3 C3 (250 x 500mm) - 3 Nos
20mm dia deformed bars ton 0.31 -
9mm dia MS Round Bars ton 0.08 -
5.16.4 C4 (200 x 300mm) - 7 Nos
16mm dia deformed bars ton 0.20 -
9mm dia MS Round Bars ton 0.09 -
5.16.5 C5 (200 x 350mm) - 6 Nos
16mm dia deformed bars ton 0.23 -
9mm dia MS Round Bars ton 0.08 -
5.16.6 C6 (200 x 350mm) - 4 Nos
16mm dia deformed bars ton 0.08 -
9mm dia MS Round Bars ton 0.03 -
5.17 STAIR CASE
Stair case 01 (Including half landing beam)
1 12mm dia deformed bars ton 0.11 -
2 6mm dia bars ton 0.01 -
Stair case 02
1 12mm dia deformed bars ton 0.10 -
2 6mm dia bars ton 0.01 -
5.18 RCC LIFT WALL
12mm dia deformed bars ton 0.10 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
10mm dia deformed bars ton 0.08 -
5.19 SLAB BEAMS
a B1 ( 200 x 300)
16mm dia deformed bars ton 0.55 -
6mm dia MS Round Bars ton 0.15 -
b B2 ( 200 x 375)
16mm dia deformed bars ton 0.36 -
6mm dia MS Round Bars ton 0.12 -
c B3 ( 200 x 450)
16mm dia deformed bars ton 0.45 -
6mm dia MS Round Bars ton 0.10 -
d CB1 ( 200 x 450)
20mm dia deformed bars ton 0.15 -
6mm dia MS Round Bars ton 0.04 -
e CB2 ( 200 x 325)
16mm dia deformed bars ton 0.08 -
6mm dia MS Round Bars ton 0.10 -
f EB (200 X 250)
16mm dia deformed bars ton 0.30 -
6mm dia MS Round Bars ton 0.05 -
5.20 FLOOR SLAB
1 12mm dia deformed bars ton 5.10 -
5.21 Balcony Wall
1 12mm dia deformed bars ton 0.04 -
2 10mm dia deformed bars ton 0.30 -
THIRD FLOOR
5.22 COLUMNS (Height 3.00m)
5.22.1 C1 (500 x 500mm) - 2 Nos
16mm dia deformed bars ton 0.10 -
9mm dia MS Round Bars ton 0.09 -
5.22.2. C2 (300 x 500mm) - 10 Nos
20mm dia deformed bars ton 0.74 -
9mm dia MS Round Bars ton 0.22 -
5.22.3 C3 (250 x 500mm) - 3 Nos
20mm dia deformed bars ton 0.31 -
9mm dia MS Round Bars ton 0.08 -
5.22.4 C4 (200 x 300mm) - 7 Nos
16mm dia deformed bars ton 0.20 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
9mm dia MS Round Bars ton 0.09 -
5.22.5 C5 (200 x 350mm) - 6 Nos
16mm dia deformed bars ton 0.23 -
9mm dia MS Round Bars ton 0.08 -
5.22.6 C6 (200 x 350mm) - 4 Nos
16mm dia deformed bars ton 0.08 -
9mm dia MS Round Bars ton 0.03 -
5.23 STAIR CASE
Stair case 01 (Including half landing beam)
1 12mm dia deformed bars ton 0.11 -
2 6mm dia bars ton 0.01 -
Stair case 02
1 12mm dia deformed bars ton 0.10 -
2 6mm dia bars ton 0.01 -
5.24 RCC LIFT WALL
12mm dia deformed bars ton 0.10 -
10mm dia deformed bars ton 0.08 -
5.25 SLAB BEAMS
a B1 ( 200 x 300)
16mm dia deformed bars ton 0.55 -
6mm dia MS Round Bars ton 0.15 -
b B2 ( 200 x 375)
16mm dia deformed bars ton 0.36 -
6mm dia MS Round Bars ton 0.12 -
c B3 ( 200 x 450)
16mm dia deformed bars ton 0.46 -
6mm dia MS Round Bars ton 0.11 -
d CB1 ( 200 x 450)
20mm dia deformed bars ton 0.15 -
6mm dia MS Round Bars ton 0.01 -
e CB2 ( 200 x 325)
16mm dia deformed bars ton 0.08 -
6mm dia MS Round Bars ton 0.03 -
f EB (200 X 250)
16mm dia deformed bars ton 0.15 -
6mm dia MS Round Bars ton 0.01 -
5.26 FLOOR SLAB
1 12mm dia deformed bars ton 4.98 -
5.27 Balcony Wall
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
1 12mm dia deformed bars ton 0.04 -
2 10mm dia deformed bars ton 0.30 -
TERRACE FLOOR
5.28 Terrace parapet wall
10mm dia deformed bars ton 0.30 -
5.29 Machine room slab
10mm dia deformed bars ton 0.30 -
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 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
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
-
Total carried to summary ....................................................Mrf. -
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
-
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
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
a 150mm thick external walls m2149.00 -
b 150mm thick internal walls m263.00 -
C 100mm thick internal walls m285.00 -
2ND FLOOR TO 3RD FLOOR
a 150mm thick external walls m2142.00 -
b 100mm thick external walls m252.00 -
c 150mm thick internal walls m262.00 -
d 100mm thick internal walls m2190.00 -
3rd FLOOR TO Terrace FLOOR
a 150mm thick external walls m2155.00 -
b 100mm thick external walls m252.00 -
c 150mm thick internal walls m2120.00 -
d 100mm thick internal walls m238.00 -
TERRACE FLOOR
a 150mm thick external walls m242.00 -
Total carried to summary ....................................................Mrf. -
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 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
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 -
b Internal surfaces of Exterior walls and both surfaces of Interior walls m2 442.00 -
c Concrete Surfaces (Columns External side of lift wall stair case )m2
316.00-
Balcony m2 61.00 -
8.4 2ND FLOOR
a External surface of external walls m2 195.00 -
b Internal surfaces of Exterior walls and both surfaces of Interior walls m2 695.00 -
c Concrete Surfaces (Columns External side of lift wall stair case ) m2 286.00 -
d Balcony m2 40.00 -
8.5 3RD FLOOR
a External surface of external walls m2 208.00 -
b Internal surfaces of Exterior walls and both surfaces of Interior walls m2 517.00 -
c Concrete Surfaces (Columns External side of lift wall stair case ) m2 286.00 -
d Balcony m2 40.00 -
8.6 TERRACE FLOOR
a External surface of external walls m2 42.00 -
b Internal surfaces of Exterior walls and both surfaces of Interior walls m2 42.00 -
c Terrace parapet wall m2 141.00 -
Total carried to summary ....................................................Mrf. -
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 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
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 -
h Staircase m2 10.00 -
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 -
h Staircase m2 10.00 -
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
1 Toilet Wall m2 58.00 -
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
1 Toilet Wall m2 97.00 -
Total carried to summary ....................................................Mrf. -
10.0 PAINTING
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
(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
a Painting Exterior walls m2 151.00 -
b Painting Interior walls m2 442.00 -
cPainting Concrete surfaces ( Slab soffit.Beams Stair case soffit Lift wall
& Columns) m2
316.00-
d Balcony m2 61.00 -
e Painting (Ceiling) m2 424.00 -
f Epoxy Floor Painting m2 205.00 -
10.3 2ND FLOOR
a Painting Exterior walls m2 195.00 -
b Painting Interior walls m2 637.00 -
c
Painting Concrete surfaces ( Slab soffit.Beams Stair case soffit Lift wall
& Columns) m2 286.00 -
d Balcony m2 40.00 -
e Painting (Ceiling) m2 192.00 -
f Epoxy Floor Painting m2 355.00 -
10.4 3RD FLOOR
a Painting Exterior walls m2 208.00 -
b Painting Interior walls m2 425.00 -
c
Painting Concrete surfaces ( Slab soffit.Beams Stair case soffit Lift wall
& Columns) m2 286.00 -
d Balcony m2 40.00 -
e Painting (Ceiling) m2 494.00 -
f Epoxy Floor Painting m2 110.00 -
10.5 TERRACE FLOOR
a Painting Exterior walls m2 42.00 -
b Painting Interior walls m2 42.00 -
c
Painting Concrete surfaces ( Slab soffit.Beams Stair case soffit Lift wall
& Columns) m2 141.00 -
f Epoxy Floor Painting m2 169.00 -
Total carried to summary ....................................................Mrf. -
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.
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
(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 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
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 -
Total carried to summary ....................................................Mrf. -
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 -
Total carried to summary ....................................................Mrf. -
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 -
Total carried to summary ....................................................Mrf. -
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
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
16.1.1 Dry Riser System.a Dry riser pipe work Ground floor to 1st floor Item 1.00 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
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 -
b 2 Way Breeching inlet Nos 0.00 -
c Dry Riser Outlet - one way Nos 1.00 -
d Hose reel 30m with cabinet Nos 1.00 -
-
16.2.2 Fire Fighting System -
a Carbondioxide extinguishers Nos 1.00 -
b Fire Blanket Nos 4.00 -
-
16.2.3 Fire Detection System -
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 -
a Carbondioxide extinguishers Nos 2.00 -
b Fire Blanket Nos 4.00 -
- 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 -
d Wall mounted smoke detector (below 300mm from the ceiling) Nos 6.00 -
-
16.3.4 Fire exit board Nos 2.00 -
-
16.4 THIRD FLOOR -
16.4.1 Dry Riser System. -
a Dry riser pipe work Item 0.00 -
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 -
-
16.4.2 Fire Fighting System -
a Carbondioxide extinguishers (2Kg) Nos 2.00 -
b Fire Blanket Nos 2.00 -
ITEM DESCRIPTION OF WORK UNIT QTY RATE AMOUNT
-
16.4.3 Fire Detection System -
a Manual Call Point Nos 1.00 -
b Sounder/Bell Nos 1.00 -
c Ceiling mounted smoke detector Nos 11.00 -
d Wall mounted smoke detector (below 300mm from the ceiling) Nos 0.00 -
-
16.4.4 Fire exit board Nos 2.00 -
Total carried to summary ....................................................Mrf. -
17.0 ADDITION & OMMISION
Page 1
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
Page 2
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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 .
Page 3
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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 -
1.5.3 One Way Switch (3 Gang) Nos 3.00 -
1.5.4 One Way Switch (4 Gang) Nos 4.00 -
1.5.5 One Way Switch (5 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 -
Page 4
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
2.1 Main Panel BoardSupply and Installation of Main Panel Board with
KWH meter complete including connection to
Distribution Boards Nos - -
2.2 Distribution BoardsSupply and Installation of Distribution Boards 3
phase Nos 1.00 -
2.3 Electrical Wiring2.3.1 Wiring for Power Points
1 x 13A Socket Outlets @ 300 HIGH Nos 5.00
a. 2 x 13A Socket Outlets @ 1300 HIGH Nos 1.00 -
2.3.2 Wiring for Lighting Fixtures
a.Wiring for all lighting fixtures in First Floor as
per the specificationsNos
53.00 -
2.4 Switches
2.4.1 One Way Switch (One Gang) Nos 3.00 -
2.4.2 One Way Switch (2 Gang) Nos 1.00 -
2.4.3 One Way Switch (3 Gang) Nos 5.00 -
2.4.4 One Way Switch (4 Gang) Nos 1.00 -
2.5 Lighting & Fixtures2.5.1 Soffit Mounted Lights Nos 12.00 -
2.5.2 Soffit mounted LED lights Nos 32.00
2.5.3 Wall mounted lamp Nos 1.00 -
2.5.4 Billiard Board Light Nos 4.00 -
2.5.5 Emergency Lights Nos 1.00 -
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
3.1 Main Panel BoardSupply and Installation of Main Panel Board with
KWH meter complete including connection to
Distribution Boards Nos - -
3.2 Distribution BoardsSupply and Installation of Distribution Boards 3
phase Nos 2.00 -
3.3 Electrical Wiring3.3.1 Wiring for Power Points
a 1 x 13A Socket Outlets @300HIGH Nos 21.00 -
Page 5
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
b 1 x 13A Socket Outlets @1300HIGH Nos 1.00 -
c 15A Socket Outlets @2100HIGH Nos 1.00 -
3.3.2 Wiring for Lighting Fixtures
a.Wiring for all lighting fixtures in First Floor as
per the specificationsNos
85.00 -
3.4 Switches
3.4.1 One Way Switch (One Gang) Nos 12.00 -
3.4.2 One Way Switch (2 Gang) Nos 1.00 -
3.4.3 One Way Switch (3 Gang) Nos 7.00 -
3.4.4 One Way Switch (4 Gang) Nos 1.00 -
3.4.5 One Way Switch (5 Gang) Nos 2.00
3.5 Lighting & Fixtures3.5.1 Soffit Mounted Lights Nos 18.00 -
3.5.2 Soffit mounted LED lights Nos 56.00 -
3.5.3 Wall mounted lamp Nos 10.00 -
3.5.4 Billiard Board Light Nos - -
3.5.5 Emergency Lights Nos 1.00 -
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
4.1 Main Panel BoardSupply and Installation of Main Panel Board with
KWH meter complete including connection to
Distribution Boards Nos - -
4.2 Distribution BoardsSupply and Installation of Distribution Boards 3
phase Nos 2.00 -
4.3 Electrical Wiring4.3.1 Wiring for Power Points
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 -
4.3.2 Wiring for Lighting Fixtures
a.Wiring for all lighting fixtures in First Floor as
per the specificationsNos
61.00 -
4.4 Switches
4.4.1 One Way Switch (One Gang) Nos 3.00 -
4.4.2 One Way Switch (2 Gang) Nos 3.00 -
4.4.3 One Way Switch (3 Gang) Nos 7.00 -
4.4.4 One Way Switch (4 Gang) Nos 1.00 -
4.5 Lighting & Fixtures
Page 6
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
4.5.1 Soffit Mounted Lights Nos 22.00 -
4.5.2 Soffit mounted LED lights Nos 31.00 -
4.5.3 Wall mounted lamp Nos 7.00 -
4.5.4 Billiard Board Light Nos - -
4.5.5 Emergency Lights Nos 1.00 -
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
-
Page 7
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
Page 1
THE BILL OF QUANTITIES - BIIL NO - 03
HYDRAULIC & DRAINAGE
PROPOSED YOUTH COMMUNITY CENTER PROJECT.
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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 -
3 50mm uPVC Sewage/discharge pipe work
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
Page 2
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
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
a Sanitory Pipe Network1 Charges for connecting to Sewer Main using
150mm uPVC pipes including connection cost Item - -
2 100mm uPVC Sewage/discharge pipe work
complete including cleanouts with cap for toilet
(water closet). Item 1.00 -
3 50mm uPVC Sewage/discharge pipe work
complete including cleanouts with cap . Item 1.00 -
Page 3
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
b Fresh Water Supply Network
1.0 35mm dia uPVC Fresh water supply pipe work
complete. Item 1.00 -
c Well Water Supply Network
1.0 Supply & Laying35mm dia uPVC pipe network
for ground water supply (Well water) including
all valves and other necessary accessories Item 1.00 -
d Sanitory Fittings1.0 Water Closet Nos 4.00 -
2.0 Wash Basin including Counter Nos 4.00 -
3.0 Wash Basin tap Nos 4.00 -
4.0 Toilet Paper Holder Nos 4.00 -
5.0 Towel Holder Nos - -
6.0 Soap Holder Nos - -
7.0 Mirror Set Nos 4.00 -
8.0 Muslim Shower Nos 4.00 -
9.0 Floor Trap Gully with Drain Nos 6.00 -
2.0 Third Floor
a Sanitory Pipe Network1 Charges for connecting to Sewer Main using
150mm uPVC pipes including connection cost Item - -
2 100mm uPVC Sewage/discharge pipe work
complete including cleanouts with cap for toilet
(water closet). Item 1.00 -
3 50mm uPVC Sewage/discharge pipe work
complete including cleanouts with cap . Item 1.00 -
b Fresh Water Supply Network
1.0 35mm dia uPVC Fresh water supply pipe work
complete. Item 1.00 -
c Well Water Supply Network
1.0 Supply & Laying35mm dia uPVC pipe network
for ground water supply (Well water) including
all valves and other necessary accessories Item 1.00 -
d Sanitory Fittings
Page 4
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
1.0 Water Closet Nos 5.00 -
2.0 Wash Basin including Counter Nos 6.00 -
3.0 Wash Basin tap Nos 6.00 -
4.0 Toilet Paper Holder Nos 5.00 -
5.0 Towel Holder Nos 2.00 -
6.0 Soap Holder Nos 2.00 -
7.0 Mirror Set Nos 6.00 -
8.0 Muslim Shower Nos 5.00 -
9.0 Floor Trap Gully with Drain Nos 9.00 -
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
THE BILL OF QUANTITIES - BIIL NO - 04
MECHANICAL WORKS
PROPOSED YOUTH COMMUNITY CENTER BUILDING
ITEM DESCRIPTION UNIT QTY RATE AMOUNT
MECHANICAL
4 LIFT
1 )Provide the specification for the lift no 1.00 -
Total -