Building and Construction Cost Estimation Template

Running head: BUILDING AND CONSTRUCTION
[Author Name(s), First M. Last, Omit Titles and Degrees]
[Institutional Affiliation(s)]

2
BUILDING AND CONSTRUCTION
Part A
Item Particulars $ C
1 PRELIMINARIES 88,926.00
2 EXCAVATION 32250.40
3 CONCRETOR 23,979.90
4 BRICKWORK 28,082.30
5 METALWORK 7,397.30
6 CARPENTER 96,815.90
7 ROOFER 19,851.80
8 WALL BOARD & CEILING LININGS 39,573.00
9 CERAMIC TILER 19,048.00
10 PAITER 11,195.20
11 PC ITEMS 17,950.00
12 PROVISIONAL SUMS 83,200.00
13 HANDOVER 2,800.00
Total cost amount 471,070.30
Margin 15% 70,660.50
GST 3% 16,251.90
Total Tender Amount 557,982.70
Item Particulars Unit Quantity Rate C $
PRELIMINARIES SUBTOTAL 88,926.00
1.1 Cost of drawing and documentation item 1 300.00 300.00
1.2 Sites and access item 1 2,500.00 2,500.00
1.3 Temporary services item 1 3000.00 3,000.00
1.4 Temporary fencing /hoarding etc m 116 43.00 4,988.00
1.5 Name board Item 1 300.00 300.00
1.6 Survey/setting out item 1 800.00 800.00
1.7 Form of contract item 1 600.00 600.00
1.8 Conditions of contract Item 1 2,356.00 2,356.00
1.9 Tools ,plans and equipment Item 1 5000.00 5,000.00
1.10 Scaffolding mth 3 1,960.00 5,880.00
1.11 Workplace health and safety Item 20 100.00 2,000.00
1.12 Site office Item 1 3,486.00 3,486.00
1.13 Storage sheds items 1 1470.00 1,470.00
1.14 Toilet wks 24 129.00 3,096.00
1.15 Protection /drying and cleaning of the sites Item 1 2000.00 2,000.00
1.16 Rubbish removal No 7 450.00 3,150.00
1.17 Supervision of the project wks 24 1200.00 28,800.00

3
BUILDING AND CONSTRUCTION
1.18 Direct employed labour wks 24 800.00 19,200.00
Item Particulars Unit Quantity Rate C $
2 EXCAVATION SUBTOTAL 32,250.40
2.1 Site preparation
2.1.1 Clear site of light vegetation and cart away (boundary
18m×40m=720m2
m2 720.00 0.40 288.00
2.1.2 Cut down 500mm girth tree, grub up stump, roots and
cart away or burn on site
No 3.00 174.00 522.00
2.2 Excavation
Excavate over sight to reduce levels include for
backfilling (if required) and for removal of surplus
materials from site, a distance of approximately 10km,
including payment of dumping fees of up to $2.50/ m3
m3 173.00 96.80 16,746.40
2.3 Surface treatments
Compaction only for ground under slabs
(Ground concrete
area=12.83m×11.87m+4.08m×5.51m+1.69m×6.35m=1
86 m2)
m2 186.00 3.50 651.00
2.4 Bored piers
300mm bored piers including 20Mpa concrete (bases
on 100mm), reinforcement allow 50-100kg/ m3 of pier
Price included:
(i) Mechanically bored pier holes in ground and other
than rock not exceeding 4.0m in depth
(ii) All site establishment costs, setting out/up rigs and
removal of excavated material
M 133.00 93 12,396.00
2.5 Paper and plastic membranes
2mm black polythene film
m2 186.00 3.70 688.20
2.6 Termite control
Full barrier treatment under slab and perimeter with
Biflex
m2 186.00 5.30 985.80
Item Particulars Unit Quantity Rate C $

4
BUILDING AND CONSTRUCTION
3 CONCRETOR SUBTOTAL 23,973.90
3.1 Concrete
3.1.1 Reinforced concrete 25MPa to ground floor slab,
internal beam and edge beam
m3 33.00 276.30 9,117.90
3.1.2 Pumping LS 1.00 500.00 500.00
3.1.3 Cure concrete for at least 7 days with building paper
damp
(Ground concrete
area=12.83m×11.87m+4.08m×5.51m+1.69m×6.35m=1
86 m2)
m2 186.00 2.00 372.00
3.2 Waterproofing
Krystol surface application to wet are including bath
and balcony
m2 66.00 15.80 1042.80
3.3 Class 3 200/300mm high edge, sides or risers
formwork
m 174.00 56.00 9,744.00
3.4 Reinforcement
3.4.1 Square mesh SL 72 m2 188.00 10.10 1,898.80
3.4.2 Trench mesh SL 12 TM-300mm wide m 80.00 13.90 1,112.00
3.4.3 Trench mesh SL 12 TM-400mm wide m 13.00 14.80 192.40
Item Particulars Unit Quantity Rate C $
4 BRICKWORK SUBTOTAL 28,082.30
4.1 Bricks delivered to site:
230×100×76 mm standard fencing bricks
(P.C. =$700/thousand pieces)
pcs 11600.00 0.70 8,120.00
4.2 Cement mortar for 230×100×76 mm standard fencing
bricks
pcs 11600.00 0.20 2,320.00
4.3 Labour (excluding mortar) for 230×100×76 mm
standard fencing bricks
pcs 11600.00 1.20 13,920.00
4.4 Cleaning down face brickwork on completion with acid m2 221.00 3.30 729.30
4.5 Lintels
75×8mm flat zinc silicate treated steel flat arch bars
m 55.00 16.30 896.50
4.6 Sills, copings
Brick-on-edge sill set sloping including pointing to top
and edge
m 31.00 31.50 976.50
4.7 1050mm high dwarf wall to rumpus void area
(1.8mL×1.05mH=1.89m²)
m² 2.00 280.00 560.00
4.8 900mm high dwarf wall to dining/living area
(0.6mL×0.9mL×2Nos=1.08m²)
m² 2.00 280.00 560.00
Item Particulars Unit Quantity Rate C $