BILL OF QUANTITIES
CONSTRUCTION OF SINGLE STOREY BUILDING
M. MULAH ISLAND
SUMMARY OF BILLS OF QUANTITIES
CONSTRUCTION OF BOUNDARY WALL AT M. MULAKU HEALTH CENTER
Bill No Description Amount
1 PRELIMINARIES Bill no. 01 10,000.00
2 GROUND WORKS Bill no. 02 21,558.35
3 CONCRETE Bill no. 03 126,315.00
4 MASONRY AND PLASTERING Bill no. 04 167,150.00
5 PAINTING Bill no. 06 41,375.00
6 TENDERER'S ADJUSTMENTS Bill no. 07
Sub total
GST 6%
GRAND TOTAL carried to form of bid 366,398.35
REVISED ON 14 JULY 2019
527416802.xls
06/09/2021
BILL OF QUANTITIES (REVISED)
CONSTRUCTION OF BOUNDARY WALL AT M. MULAKU HEALTH CENTER
M. MULAH ISLAND
Total Unit
Rate/ Unit Rate/ Unit Rate
Item Description Unit Quantity Amount
Rates per
Material Labour Units
BILL No: 01
PRELIMINARIES
1.1 General Notes
(1) Abbreviations
m - meter
No - numbers
m³ - cubic meter
m² - square meter
Lm - Linear meter
KG - Kilograms
incl - including
mm - millimeter
dia - diameter
SS - Stainless Steel
GI - Galvanized Iron
1.2 Clean-up
(1) Allow for clean-up of completed works and site upon completion. Item 1.00 2,000.00 8,000.00 10,000.00 10,000.00
Length of Boundary wall: 108.42 Meter.
No of Columns: 30.00.
No of Gate Columns: 2.00.
BILL No: 01 PRELIMINARIES 10,000.00
TOTAL OF BILL No: 01 - Carried over to summary
BILL No: 02
GROUND WORKS
2.1 General
(a) Rates shall include for: leveling, grading, trimming, compacting to faces of excavation, keep
sides plumb, backfilling, consolidating and disposing surplus soil.
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2.2 Excavation -
Excavation shall be carried out in all type of materials and by whatever means are necessary
accurately to the lines and levels shown in the approved drawing. No blasting of any kind will be
permitted. Excavation for foundations and will include timbering of soil faces and dewatering.
Excavation quantities are measured to the faces of concrete members. Rates shall include for
dewatering, leveling, grading, trimming compacting to faces of excavation, keeping sides plumb, -
backfilling, consolidating and disposing surplus soil and include for all additional excavation
required to place the formwork / shuttering and dewatering the trench for the required days
also back filling for necessary areas.
-
(1) Excavation for Foundation Beams m³ 19.52 140.00 560.00 700.00 13,664.00
-
-
2.3 Damp Proof Membrane -
Cutting and laying in position heavy duty polythene sheets of gauge 500 (not less than 1.5mm
thick). Rates shall include for: dressing around and sealing to all penetrations. Apply slurry type
waterproofing to all surfaces of concrete below ground level in accordance with manufacturer's -
instructions.
(1) Damp proof membrane above lean concrete, m² 27.11 12.00 48.00 60.00 1,626.60
(2) Bituminous application to sides of foundation beams & columns below ground level. m² 83.57 15.00 60.00 75.00 6,267.75
-
BILL No: 02 - GROUND WORKS 21,558.35
TOTAL OF BILL No: 02 - Carried over to summary
BILL No: 03
CONCRETE
3.1 General
Rates shall include for cleaning, fabrication, placing, the provision for all necessary temporary
fixings and supports including tie wire and other supports, laps and wastage, all reinforcement
bars except 6 mm dia bars shall be of deformed high strength bars. 6 mm bar shall be round
mild steel bars. Binding wire shall be of 1.6 mm or 1.4 mm soft iron wire.
Reinforcement bars shall be cleaned before use i.e. should be free from rust, oil, din, or other
coatings that reduces bonds, all reinforced bars and binding wires shall be stored under cover of
at least 450 mm above the ground, cutting and bending according to approved manner & the
approved working drawing, placing and fixing in position and binding should be as per the
approved working drawing, laps in the bars shall be staggered, concrete cover for reinforcement
shall not less than 50 mm for substructure, 40 mm for columns & side beams and not more than
30 mm for slab and beam bottoms.
3.2 Lean Concrete -
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Lean concrete shall be 50mm thick & mix ratio shall be 1:3:6 by dry volume. Lean concrete
placed at bottom of footing and foundation beam and below plinth for protection according to
line and length mentioned in the approved drawing. Quantity measured to the edges of
concrete foundation members. Rate shall include of placing any formwork where necessary,
batching, mixing, casting in all required items pouring & compacting and curing for 3 days and -
removal of any formwork include for provision casting of required items & finishing after
removal of formwork and additional concrete required to confirm to structural and excavated
tolerances and rates shall include supply of all required works
-
(1) Foundation Beams m³ 1.63 3,300.00 2,200.00 5,500.00 8,965.00
-
3.3 Reinforced Concrete -
3.3.1 Foundations -
(1) Foundation Beam, FB 200x250mm m³ 5.42 3,300.00 2,200.00 5,500.00 29,810.00
(2) Concrete columns, 200 x 200mm m³ 1.59 3,300.00 2,200.00 5,500.00 8,745.00
(3) Concrete columns, 250 x 250mm m³ 0.17 3,300.00 2,200.00 5,500.00 935.00
-
3.3.2 Top Beam - -
(1) Top beam, 150x150mm m³ 2.44 3,300.00 2,200.00 5,500.00 13,420.00
3.4 Formwork
(a) Rates shall include for all necessary boarding, supports, erecting, framing, temporary
cambering, cutting, perforations for reinforcing bars, bolts, straps, ties, hangers, pipes and
removal of formwork.
All materials such as plywood, shutter oils and other items and transportation to work place and
secure the formwork in highly precise manner guaranteeing straight and smooth concrete
edges.
Cutting, fixing, bracing and oiling according to line and length as per approved working
drawings removal of it after concrete has set without damaging the concrete faces.
3.4.1 Foundations
(1) Foundation Beam, FB 200x250mm, m² 54.21 210.00 140.00 350.00 18,973.50
(2) Columns, 200 x 200mm, ( 50% of form work), same form work to be use balance 50% column m² 7.94 210.00 140.00 350.00 2,779.00
(3) Columns, 250 x 250mm, ( 50% of form work), same form work to be use balance 50% column m² 1.32 210.00 140.00 350.00 462.00
(4) Top beam, 150x150mm m³ 32.53 210.00 140.00 350.00 11,385.50
3.5 Reinforcement
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REVISED ON 14 JULY 2019
GENERAL : Rates shall include for cleaning, fabrication, placing, the provision for all necessary
temporary fixings and supports including tie wire and other supports, laps and wastage, all
reinforcement bars except 6 mm dia bars shall be of deformed high strength bars. 6 mm bar
shall be round mild steel bars. Binding wire shall be of 1.6 mm or 1.4 mm soft iron wire.
Reinforcement bars shall be cleaned before use i.e. should be free from rust, oil, din, or other
coatings that reduces bonds, all reinforced bars and binding wires shall be stored under cover of
at least 450 mm above the ground, cutting and bending according to approved manner & the
approved working drawing, placing and fixing in position and binding should be as per the
approved working drawing, laps in the bars shall be staggered, concrete cover for reinforcement
shall not less than 50 mm for substructure, 40 mm for columns & side beams and not more than
30 mm for slab and beam bottoms.
(b) All reinforcing bars shall be high strength bars.
3.5.1 Foundation
(1) Steel deformed bars, 12mm dia x 6m Bars 80.00 84.00 56.00 140.00 11,200.00
(2) Steel ring bars, 6mm dia x 6m Bars 70.00 18.00 12.00 30.00 2,100.00
-
3.5.2 Columns (200X200mm) -
(1) Steel deformed bars, 12mm dia x 6m Bars 27.00 84.00 56.00 140.00 3,780.00
(2) Steel ring bars, 6mm dia x 6m Bars 26.00 18.00 12.00 30.00 780.00
3.5.3 Columns (250X250mm) -
(1) Steel deformed bars, 12mm dia x 6m Bars 2.00 84.00 56.00 140.00 280.00
(2) Steel ring bars, 6mm dia x 6m Bars 3.00 18.00 12.00 30.00 90.00
3.5.4 Top beam -
(1) Steel deformed bars, 12mm dia x 6m Bars 80.00 84.00 56.00 140.00 11,200.00
(2) Steel ring bars, 6mm dia x 6m Bars 47.00 18.00 12.00 30.00 1,410.00
BILL No: 03 - CONCRETE WORKS 126,315.00
TOTAL OF BILL No: 03 - Carried over to summary
BILL No: 04
MASONRY AND PLASTERING
4.1 General
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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, 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 joists, bearers or similar, temporary supports to openings,
templates, reinforcement in walls and for all necessary making good.
Bedding mortar (mixing ratio 1:4 i.e. cement: River sand) shall be of OPC & fine aggregate shall
be imported river sand shall be approved in grading & clean from any harmful substance.
Masonry work shall be done with approved cement blocks (300X150X150) with no defects. Lay
in line and length as per approved working drawing
floor slabs, 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
Rates shall include for: 25mm groove lines on external surfaces as shown on the drawing.
Block Making (mixing ratio 1:4 i.e. cement: Local sand) shall be of OPC & local (salt free) sand
shall be approved in grading & clean from any harmful substance.
4.2 Cement block work
(1) 150mm Thick Hollow block Masonry wall m² 139.00 330.00 220.00 550.00 76,450.00
4.3 Plastering
GENERAL: Interior and Exterior: Plaster All masonry wall have smooth finishing of 20 mm thick
cement plastering with mix ratio 1:4 (i.e. cement: River sand), plastering material shall be of
OPC & fine aggregate shall be imported river sand shall be approved in grading & clean from any
harmful substance. Plastic net should be provided wherever concrete surface and masonry
meets, and cracks are unacceptable. Regular curing up to 7 days must be done
(1) Interior and Exterior and exterior plaster 18mm thick m² 331.00 120.00 80.00 200.00 66,200.00
4.4 Gate
Design supply and installation of wall gate at back side of the Boundary wall as per site plan,
(1) Fabrication of gate must be with GI hollow section 25X25mm, length of gate would be 1 meter Item 1.00 14,700.00 9,800.00 24,500.00 24,500.00
wide, and height is 1.1 meter. Rates also include painting and Padlock.
BILL No: 04 - MASONRY AND PLASTERING 167,150.00
TOTAL OF BILL No: 04 - Carried over to summary
BILL No: 5
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PAINTING
5.0 General
Exterior wall shall be of 1 coat of oil based textured (3mm flat head) paint and 2 coats of
Kansani weather bond paint ( oil based ) over 1 coat of oil based sealer ( white) or equivalent
(according to technical specifications or approved drawings). Erection of scaffolding, preparing
working platforms, applying sealer and two coats of paint as specified in the working drawings.
Removal of scaffolding if any after completion of work. 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 and including soffits and sides of beams.
All painting work shall be carried in accordance with the Specifications
5.1 Wall painting
External painting 1 coat of wall sealer, 1 coat texture compound (3mm flat head) & 2 coats of
(1) paints ( all coats to be oil based and external paint). m² 331.00 75.00 50.00 125.00 41,375.00
BILL No: 5 - PAINTING 41,375.00
TOTAL OF BILL No: 5 - Carried over to summary
BILL No:6
TENDERER'S ADJUSTMENTS
(a) Provide detail description of work items under each bill and insert extra pages if required.
Please include any additional work required to complete this project as per drawing and BOQ,
also include any amount required to omit as per drawing BOQ.
Additional works to be included in Addition Bill with details, and any work need to omit please
include in omission bill with details.
6.1 Additions
(1) PRELIMINARIES, Bill no. 01 - -
(2) GROUND WORKS, Bill no. 02 - -
(3) CONCRETE, Bill no. 03 - -
(4) MASONRY AND PLASTERING, Bill no. 04 - -
(5) PAINTING, Bill no. 06 - -
-
ADDITIONS TOTAL
6.2 Omissions
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REVISED ON 14 JULY 2019
(1) PRELIMINARIES, Bill no. 01 - -
(2) GROUND WORKS, Bill no. 02 - -
(3) CONCRETE, Bill no. 03 - -
(4) MASONRY AND PLASTERING, Bill no. 04 - -
(5) PAINTING, Bill no. 06 - -
OMISSIONS TOTAL -
BILL No: 6 - TENDERER'S ADJUSTMENTS -
TOTAL OF BILL No: 6 - Carried over to summary
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REVISED ON 14 JULY 2019
