Blank Bill

Employer: Tomato Cafe and Deli

Consultant: Sorell Consulting

Contractor:

Construction Cost Estimate Bill No. (1): SH 1 of 28

Qty Unit Rate Amount

1.0

SERVICES AND FACILITIES

PROVIDED BY CONTRACTOR

Storage of Material

A Material Store House Sum 10,000.00

Temporary Works

B Hoarding of site Sum 19,000.00

Services

C Supply of electricity Item

D Supply of water Item

CLEAR AWAY AND CLEAN DOWN

EClear away all plant and temporary works unless otherwise Item

describe or directed to make good. Clear away all existing

rubbish, debris surplus materials as they accumulate and at

completion. Clean floors, paving, glass and both sides and all

external surfaces and leave the works clean and perfect at

completion.

Protection

F. Insurance of the works & Plant Materials Item

G. Third Party Insurance Item

H. Insurance of Equipment Item

I Performance Security Item

To Collection $

PRELIMINARIES Project:Construction of Tomato Café and

Deli

Item

No.Description

Project No.13012002 Millenia L.D.C Date:4/27/2012



Contractor:



PRELIMINARIES Project:Construction of Tomato Café and

Deli

Item

No.Description

COLLECTION

SHEET NO.1

To Summary $


Employer: Tomato Cafe Deli


Contractor:



2.0 EXTERNAL WORKS

2.2 STORMWATER DRAINAGE

New R.C box drain connected to existing rc box drain

D20 EXCAVATING AND FILLING

Excavating

Pits; 42" maximum depth

A Trenches exceeding 12" wide 7.4 CY

Disposal

B Excavated material; Off site 5 CY

E05 INSITU CONCRETE CONSTRUCTION GENERALLY

REINFORCED 20psi @28 days;

C To sides and base of box drain 4 CY

E20 FORMWORK FOR IN SITU CONCRETE

Rough Finish

D Edges; not exceeding 10" high 150 LY

E30 REINFORCEMENT FOR IN SITU CONCRETE

E Fabric; A142 BRC Mesh 56 SY

To Collection $ 0.00

CIVIL WORKS Project:Construction of Tomato Café and

Deli

Item

No.Description




Contractor:



CIVIL WORKS Project:Construction of Tomato Café and

Deli

Item

No.Description

COLLECTION

SHEET NO.1 $0.00

To Summary $ 0.00




Contractor:



3.0 GENERAL

3.1 EXCAVATION

D20 EXCAVATING AND FILLING

EXCAVATING

Site Clearance item

A To reduce levels 182 CY

Pits

B 42" maximum depth 67 CY

Trenches exceeding 12" wide

C 42" maximum depth 175 CY

DISPOSAL

Excavated material

D off site 310 CY

SELECTED EXCAVATED MATERIAL

Filling to excavations

E arising from the excavations 254 CY

HARDCORE

Filling to make up levels

F not exceeding 8" average thick 200 CY

SAND

Filling to make up levels

G not exceeding 10" average thick 15 CY

TERMITE TREATMENT

Applying to surfaces

H generally 760 SY

SURFACE TREATMENTS

Compacting bottoms of excavations

blinding 2" thick 660 SY

To Collection $

Refer to the drawings 14012001/DWG # S1 -S6 for details of the

works under this section, on the exterior of the building envelope.

BUILDING WORKS (STRUCTURES) Project:Construction of Tomato Café and

Deli

Item

No.Description




Contractor:




Deli

Item

No.Description

3.2 SUBSTRUCTURE


REINFORCED 30psi @28 days; 20mm aggregate; (1:2:4) mix

Column Bases

A 3'-0" x 3'-0" 10 CY

Strip Footing

B 2'-0" wide 34 CY

Capping beams

C 12" x 8" 11 CY

PLAIN 10psi @28 days; 20mm aggregate; (1:3:6) mix

Foundation blinding

D blinding 2" thick 18 CY

Filling hollow walls

E 8" thick 19 CY


Rough Finish

Column Bases

F Edges; not exceeding 10" high 4 LY

Strip Footing

G Edges; not exceeding 10" high 146 LY

Capping Beam

H Edges; not exceeding 10" high 146 LY

To Collection $




Contractor:




Deli

Item

No.Description

3.2 SUBSTRUCTURE

Cont'd


High yield deformed steel bars; straight and bent bars

Column Bases

I 1/2" 900 LBS

Strip Footing

J 1/2" 1786 LBS

K 3/8" 371 LBS

Foundation Walls

L 1/2" 610 LBS

Capping Beams

M 5/8" 1141 LBS

N 5/16" 371 LBS

F10 BRICK/BLOCK WALLING

Concrete Masonry Blocks

O 8" thick 181 SY

Steel fabric reinforcement; brickforce or similar

Foundation Walls

P 8" wide 363 LY

Polythene sheeting; 500 gauge laid horizontally

Ground floor

Q Slab on grade 660 SY

To Collection $

F30 ACCESSORIES AND SUNDRY ITEMS FOR BRICK,

BLOCK AND STONE WALLING

J40 FLEXIBLE SHEET TANKING/DAMP PROOF

MEMBRANES




Contractor:




Deli

Item

No.Description

3.3 SUPERSTRUCTURE: GROUND FLOOR



Columns

A 8"x 8" 4.25 CY

B 12" dia 1 CY

Porch Column Bases

C 18" x 18" 2 CY

Porch Column Bases

D 18" x 3'-2" 1 CY

Ground floor slab

E 6" thick 110 CY



F 8" thick 31 CY

G 6" thick 10 CY


Rough finish

Columns

H 8"x 8" 150 LY



Columns

I 3/4" 300 LBS

J 5/8" 876 LBS

K 3/8" 391 LBS

Walls

L 1/2" 1472 LBS

Fabric; A142 BRC Mesh

M Ground Floor slab 660 SY

To Collection $




Contractor:




Deli

Item

No.Description

3.3 SUPERSTRUCTURE: GROUND FLOOR

Cont'd



Ground Floor to Roof

N 8" thick Load-bearing 288 SY

O 6" thick Load-bearing 155 SY

P 4" thick Load-bearing 96 SY


Ground Floor to First Floor

Q 6" wide 193 LY

R 8" wide 444 LY

G20 CARPENTRY/TIMBER FRAMING AND FIRST FIXING

Treated sawn soft wood; timber stud partitions comprising 1 layer

1/2" water resistant dry wall fixed to both sides of partition on 2"

x 4" studs.

S 4" Wall Frame 56 LY

K11: RIGID SHEET

FLOORING/SHEATHING/LININGS/CASINGS

gypsum board

T 1/2" drywall; over 12" wide 36 SY

Refer to the drawings 14012001/DWG # S1 for detail;

Hard wood post;attached to reinforced concrete pedestal with 8" x

16" stainless steel "U" bracket

U Timber columns 6" x 6" x 6' hard wood timber post 14 LY

V Stainless steel "U" Bracket 7 nr

W 1/2" dia x 8" galvanized bolt 21 nr

To Collection $






Contractor:




Deli

Item

No.Description

3.4 SUPERSTRUCTURE: MEZANINE FLOOR



Columns

A 8"x 8" 2.3 CY

First floor slab

B 6" thick 25 CY

First floor beams

C 16" x 8" 10 CY



D 8" thick 23 CY

E 6" thick 13 CY


Rough finish

Columns

F 8"x 8";square; attached to walls 97 LY

G 8" x 8" Irrigular shaped;Quoins 23 SY

First floor beams & Slab

H Edge of 10" deep beams 197 LY

form work; Fair Finish

I Soffit of slab 129 SY



Columns

J 3/4" 120 LBS

K 5/8" 500 LBS

L 3/8" 211 LBS

To Collection $




Contractor:




Deli

Item

No.Description

3.4 SUPERSTRUCTURE: MEZANINE FLOOR

Cont'd



Beams

M 3/4" 3236 LBS

N 5/8" 969 LBS

O 1/2" 654 LBS

P 3/8" 472 LBS

Q 1/4" 797 LBS

Walls

R 1/2" 491 LBS

Slab

S 3/8" 2250 LBS



First Floor to Roof

T 8" thick Load-bearing 47 SY

U 6" thick Load-bearing 121 SY


First Floor to Roof

V 6" wide 150 LY

W 8" wide 60 LY

To Collection $






Contractor:




Deli

Item

No.Description

3.5 SUPERSTRUCTURE: ROOF

G20 CARPENTRY/TIMBER FRAMING AND FIRST FIXING

SAWN HARDWOOD

Pitched roof members

A 3" x 10" Ridge 35 LY

B 3" x 10" Hip Rafters 27 LY

C 3" x 8" Rafters 944 LY

D 2" x 6" Colar Tie 210 LY

E 4" x 8" Bearer Plate 46 LY

TREATED SAWN SOFTWOOD

F Pitched roof members

G 2" x 6" monopitch rafters 186 LY

H 2" x 8" Hip rafters 6.6 LY

I 2" x 3" purlins 1187 LY

J 1 1/4" x 12" wrough softwood in facias/barge 143 LY

STEEL

K 1/2" diameter bolt;4" long at rafter lap joint 1032 nr

L 1/2" diameter "J" bolt; 12" long bedded in concrete 76 nr

M galvanized hurricane straps 82 nr

N steel brackets; with 4 1/2" bolt through rafter 100 nr

K11: SHEATHING, LININGS AND CASINGS

moisture resistant tongue and grooved hardwood boarding:

O 1" x 4"; over 12" wide 960 SY

To Collection $




Contractor:




Deli

Item

No.Description

3.5 SUPERSTRUCTURE: ROOF

Cont'd

H74 ZINC SHEET COVERINGS/FLASHINGS

Roof coverings

P sloping; over 10 n.e 50 degrees 960 SY

Flashings

Q 7"A Style Aluminum Box Gutter 31 LY

Metal roof Capping

R 24" wide 70 LY

Eave Trim

S not exceeding 6" wide 32 LY

T Roof accessories item

J40 FLEXIBLE SHEET TANKING/DAMP PROOF

MEMBRANES

Bituminous Roof Felt

Tanking and damp proofing

U sloping; over 10 n.e 50 degrees 960 SY

PROVISIONAL SUMS

Allow the following sum for work or cost which cannot be

entirely measured, defined or detailed

VSupply and installation of roof insulation material in accordance

with drawings and specification. Sum60,000.00

To Collection $

Galvanized roofing; Fluted profile metal RoofPanels; Cutting and

fixing to timber purlins




Contractor:




Deli

Item

No.Description

COLLECTION

SHEET NO. 1

SHEET NO. 2

SHEET NO. 3

SHEET NO. 4

SHEET NO. 5

SHEET NO. 6

SHEET NO. 7

SHEET NO. 8

SHEET NO. 9

To Summary $




Contractor:



4.0 GENERAL

4.1 PLUMBING

N13 SANITARY APPLIANCES/FITTINGS

LAVATORY BASINS

A 22" x 24" 4 nr

WATER CLOSETS

B W C suite; P-trap 4 nr

KITCHEN SINK

kitchen sink; stainless steel; combined bowl; chain stay and plug;

complete with pillar taps; with and including all necessary fittings

and accessories

C double bowl 1 nr

D Single bowl; Bar sink 2 nr

URINAL

Partition Urinal; low level vitreous china pan; low pressure ball

valve and plastic flush pipe plugged and screwed; mastic joint to

drain; with and including all necessary fittings and accessories.

EScreened 1 nr

Shower fittings; riser pipe with valve and shower head and angled

shower arm; fixing to wall outlet

F 1/2" dia. Riser pipe 1 nr

To Collection $

Water closet suite; low level vitreous china pan

plastic seat; 9 liter vitreous china cistern and bracket

low pressure ball valve and plastic flush pipe plugged

and screwed; mastic joint to drain; with and including

Refer to the drawings 14012001/DWG # EP1 for details of the

works under this section, on the exterior of the building envelope.

lavatory basin; vitreous china; 1 1/2" dia. waste stay and plug;

easy cleaned pillar taps; fixed on cantilever brackets; with and

including all necessary fittings and accessories

BUILDING WORKS (SERVICES) Project:Construction of Tomato Café and

Deli

Item

No.Description




Contractor:




Deli

Item

No.Description

4.1 PLUMBING

Cont'd

S10 PLUMBING INSTALLATION

PROVISIONAL SUMS

PIPED SUPPLY AND DISPOSAL SYSTEMS

G

Allow for supply and installation of all pipe sand pipe fittings or

cold water supply lines, waste and soil lines to septic tank

sum

20,000.00

H Allow for soak away and septic tank systemsSum 5,500.00

To Collection $ 25,500.00






Contractor:




Deli

Item

No.Description

4.2 ELECTRICAL

V10 GENERAL LIGHTING AND LOW VOULTAGE

POWERLighting points; wired in PVC insulated and PVC sheathed cable;

insulated in cavities; protected where buried by medium gauged

PVC Conduit

A Lighting point 64 No.

Power points; wired in PVC insulated and PVC sheathed cable;

insulated in cavities; protected where buried by medium gauged

PVC Conduit

B 13 amp switched socket outlet power points 41 No.

Consumer control Units; mounted insulated control units; fitted

with miniature circuit breakers including conduit with runs ready

for finial connections by power supply authority

C consumer main switch panel 1 No.

ELECTRICAL FITTINGS/FIXTURES AND ACCESSORIES

Plate switches

C single pole 36 No.

D three way 5 No.

13 amp switched socket outlets

E duplex 44 No.

single 4 No.

telephone socket outlets

F single socket outlets 6 No.

To Collection $




Contractor:




Deli

Item

No.Description

4.2 ELECTRICAL

Cont'd

television socket outlets

G single socket outlets 9 No.

data socket outlets

H single socket outlets 6 No.

Placement of Electrical fittings and fixtures; complete with

and including all necessary accessories

Lamps and holders

I ceiling fan 7 No.

J 4'-0" long; fluorescent lamps 27 No.

K Interior wall scones 14 No.

L exterior wall scones 7 No.

M ceiling light fixture 14 No.

N cable lighting run 3 No.

PROVISIONAL SUMS



O Rain water disposal Sum 15,000.00

P Provision of signage Sum 5,000.00

To Collection $




Contractor:




Deli

Item

No.Description

COLLECTION

SHEET NO. 1

SHEET NO. 2 $25,500.00

SHEET NO. 3

SHEET NO. 4

To Summary $




Contractor:

Construction Cost Estimate Bill No. (5): Sheet (1) of 28

DescriptionQty Unit Rate Amount

5.0 GENERAL

Refer to the drawings A-1 to S-6 for details of the works under this

section, on the exterior of the building envelope.

GROUND FLOOR

5.1 WALL FINISHES

M20: PLASTERED, RENDERED & ROUGHCAST

COATINGS

Rendering; cement and sand (1:3) steel toweled; 1/2" thick; work to

walls

To walls, general surfaces

A external 246 SY

B internal 769 SY

Rendering; cement and sand (1:3) steel toweled; 2" thick; work to

exterior walls below perimeter cill; stainless steel rendering

reinforcement mesh.

C external surface 16 SY

wall sweep perimeter cill formed and casted with reinforced concrete

D 3 inch x 12 inch concrete perimeter cill 72 LY

one coat primer on walls; one base coat; one top coat

TROWELTEX ; to all surfaces; Harris or similar approved

E external walls: on 2" plaster; over 300 mm wide 16 SY

Concrete base and concrete column 29 SY

To Collection $

BUILDING WORKS (FITTING OUT & FINISHES) Project:Construction of , Tomato Café and

Deli

Item

No.

Project No.13012002Millenia L.D.C

Date:4/27/2012



Contractor:




Deli

Item

No.

P20: UNFRAMED ISOLATED TRIMS, SKIRTING AND

SUNDRY ITEMS

F

4' height interior wall panel ; 3/8" bead ply; BS 1455;INT bonded;

cutting and fixing to timber framing members; on concrete block

wall.

G 3/8" thick; over 300 mm wide (building Interior) 80 SY

H 3/4" x 3" Treated pitch pine; joist framing 80 SY

wrought softwood; molded strip; top of wall paneling .

I moldings; 1 1/4" x 3/4" 30 LY

moldings; 71/2" x 1 1/2" molded to both edges 14 LY

M60: PAINTING AND CLEAR FINISHING

Emulsion paint

One coat primer; three top coats acrylic semi-gloss latex enamel

paint; to rendered surfaces; LANCO or similar approved

J exterior rendered walls 262 SY

interior rendered walls 769 SY

dry wall surface 13 SY

K 3 inch x 12 inch concrete perimeter cill 72 LY

L Quoins sum 1,000.00

To Collection $


Date:4/27/2012



Contractor:




Deli

Item

No.

GROUND FLOOR

WALL FINISHES cont'd


Prepare, knot, prime and stop, apply two undercoats and one top coat

gloss paint; general surfaces.

M 3/8" thick; over 300 mm wide (building Interior) 80 SY

N moldings; 1 1/4" x 3/4" 30 LY

moldings; 71/2" x 1 1/2" molded to both edges 14 LY

Door frames; including door architraves and stops 76 LY

O over 300 mm girth; Interior door & exterior door 66.6 SY

Linseed oil

Timber post; 6" x 6" 14 LY

M40: STONE, CONCRE, QUARRY & CERAMIC TILING &

MOASIC

Glazed ceramic tiling; BS6431; fixing with tile adhesive, grouting

with neat white cement; to floated backings

P kitchen counter backsplash 6 SY

5.2 FLOOR FINISHES

E41: WORKED FINISHES TO IN SITU CONCRETE

polished concrete; one coat sealer: two coats hardener

A polished to smooth surface 805 SY

To Collection $


Date:4/27/2012



Contractor:




Deli

Item

No.

5.3 CEILINGS


Emulsion paint

One coat primer; one base coat; three coats odorless acrylic semi-

gloss latex enamel paint; to rendered surfaces; LANCO or similar

approved

A To lining; width exceeding 300 mm 166 SY

MEZANINE FLOOR

5.4 WALL FINISHES

M20: PLASTERED, RENDERED & ROUGHCAST

COATINGS

Rendering; cement and sand (1:3) steel toweled; 12.5 mm thick;

work to walls

To walls, general surfaces

A external 58 SY

B internal 272 SY


Emulsion paint

One coat primer; one base coat; three coats odorless acrylic semi-

gloss latex enamel paint; to rendered surfaces; LANCO or similar

approved

C interior walls; exceeding 300 mm wide 272 SY

D exterior walls; exceeding 300 mm wide 58 SY


GLOSS PAINT; general surfaces:

E Door frames; including door architraves and stops 11 LY

F over 300 mm girth; Interior door & exterior door 7.5 SY

To Collection $


Date:4/27/2012



Contractor:




Deli

Item

No.

MEZANINE FLOOR

M40: STONE, CONCRE, QUARRY & CERAMIC TILING &

MOASIC

Glazed ceramic tiling; BS6431; fixing with tile adhesive, grouting

with neat white cement; to floated backings

G Full wall height (bathroom) 46 SY

5.5 FLOOR FINISHES

E41: WORKED FINISHES TO IN SITU CONCRETE

polished concrete; one coat sealer: two coats hardener

A polished to smooth surface 145.28 SY

MEZANINE FLOOR

5.6 CEILING


Linseed oil

sanding and oiling

Linings to roof soffit:

A 1" x 4" matchboard; over 12" wide 873 SY

3" x 10" Ridge 35 LY

3" x 10" Hip Rafters 27 LY

3" x 8" Rafters 944 LY

2" x 6" Collar Tie 210 LY


gloss paint; general surfaces:

fascia

B Fascia; n.e. 12" wide 143 LY

To Collection $


Date:4/27/2012



Contractor:




Deli

Item

No.

5.7 WINDOWS AND EXTERNAL DOORS

GENERALLY

L10:WINDOWS

Marvin or equal windows; casement; fitted with standard sill;

complete with ironmongery;

size approx: Secured by Design

A 36" wide x 24" high 1 No.

B 36" wide x 36" 7 No.

C 24" wide x 24" 5 No.

Timber windows; fixed louvered;

D 36" wide x 24" high; automotive paint finish 23 No.

L20: DOORS

hanging and ironmongery fitting

E36" X 80" semi solid core plywood flush door including framing &

ironmongery9 No.

F30" X 80" semi solid core plywood flush door including framing &

ironmongery2 No.

G34" X 80" semi solid core plywood flush door including framing &

ironmongery1 No.

H40" X 86" block frame; single swing door including framing &

ironmongery1 No.

I60" X 86" block frame; double door including framing &

ironmongery1 No.

J72" X 86" Traffic swing; double door; laminated timber & glazed

door; including framing & ironmongery1 No.

Sawn Softwood; treated door frames;

Jambs and heads

K 2" x 6" internal door frames 87 LY

Door stops

L 1/2" x 2" 87 LY

To Collection $


Date:4/27/2012



Contractor:




Deli

Item

No.

5.8 TIMBER STAIRS

L30; STAIRS, WALKWAYS AND BALUSTRADES

GENERALLY

staircase as drawing D-2; 3'-3" between stringers; balustrades to one

side; 13 risers 1" thick risers; 12 (hard wood) treads1 1/2" thick;

one 3'-3" x 3'- 3" landing; 1 1/2" Stringer (10'-0" total rise)

A Timber stair case item

Balustrades and hand rail

Wrought hard wood 1 1/2" x 3" mounted handrail; 1 1/2" x1 1/2"

hard wood balustrades at 6" centers; overall height 3'-0"; rails to

opening above stair case; post 3 1/2" x 3 1/2" post

B Balustrade and hand rail item

PROVISIONAL SUMS

Allow the following sum for work or cost which cannot be entirely

measured, defined or detailed

Metal Hand rail system;

C exterior deck sum 12,000.00

To Collection $


Date:4/27/2012



Contractor:




Deli

Item

No.

COLLECTION

SHEET NO. 1

SHEET NO. 2

SHEET NO. 2

SHEET NO. 3

SHEET NO. 4

SHEET NO. 5

SHEET NO. 6

To Summary $


Date:4/27/2012

Amount

1 Preliminaries

2 External Works

3 Structures

4 Services

5 Finishes

6

GRAND SUMMARY $

Add 10 % contingencies

Subtotal

SUMMARY Project:Construction of Tomato Café

and Deli

BILL

No.Description

Documents

Blank Bill