20x70 (1)

100
WT/2 STOREY TERRACE 20' x 70' 2/1 BILL NO. 2 BUILDING WORKS - 2 STOREY TERRACE 20' x 70' Item Description Unit Rate Corner Lot (2 Unit) ntermediate Lot (27 Unit End Lot Qty Amount Qty Amount Qty ELEMENT NO- 1 - WORK BELOW LOWEST FLOOR LEVEL A MS 423 148 145 B Excavate pit for pad foundation MC 47 42 42 C Excavate trench for ground beam MC 8 5 5 D MS 140 120 120 E Pad foundation MS 40 33 33 F Ground beam MS 14 11 11 G Ground slab and apron slab MS 140 120 120 Excavate and get out commencing from formation level, part .return, filing and ram and deposit, spread and level and compact as directed by the S.O. and remainder load and cart away Excavate oversite to reduce level average 250mm deep 150mm thick hardcore bed as described consisting of hard, dry, broken bricks or stones, spread and levelled well consolidated, watered and blinded with fine sand to receive concrete bed Lean concrete 'Grade 15' (19mm aggregate) 50mm thick, as blinding, spread and levelled as described to underside of :-

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20x70 truss

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BILL 2 - 2 STOREY (20X70) BILL NO. 2 BUILDING WORKS - 2 STOREY TERRACE 20' x 70'

ItemDescriptionUnitRateTenderCorner Lot (2 Unit)Intermediate Lot (27 Unit)End Lot (2 Unit)RateAmountQtyAmountQtyAmountQtyAmountELEMENT NO- 1 - WORK BELOW LOWEST FLOOR LEVEL

Excavate and get out commencing from formation level, part .return, filing and ram and deposit, spread and level and compact as directed by the S.O. and remainder load and cart away

A Excavate oversite to reduce level average 250mm deepMS3.960.0423148145

B Excavate pit for pad foundationMC474242

C Excavate trench for ground beam MC17.250.0855

D150mm thick hardcore bed as described consisting of hard, dry, broken bricks or stones, spread and levelled well consolidated, watered and blinded with fine sand to receive concrete bed (measured separately)

MS17.250.0140120120

Lean concrete 'Grade 15' (19mm aggregate) 50mm thick, as blinding, spread and levelled as described to underside of :-

EPad foundationMS12.140.0403333

FGround beamMS12.140.0141111

GGround slab and apron slabMS12.140.0140120120

To Collection :0.00.00.00.0ELEMENT NO. 1 - WORKBELOW LOWEST FLOOR LEVEL (CONT'D)

Vibrated reinforced concrete 'Grade 25' (19mm aggregate), as described:-

APad foundationMC227.700.013.512.512.5

BColumn stumps (Provisional)MC227.700.04.52.02.0

CGround beamMC227.700.012.54.64.6

DGround floor slab, 150mm thickMS34.160.09090.090

EApron slab and porch, 150mm thickMS34.160.0503030

Mild steel rod reinforcement as described :-

in Column Stump

F6mm Diameter Rod as links (Provisional)KG2.980.04525.225.2

G8mm Diameter Rod as links (Provisional)KG2.980.094.510.510.5

in Ground Beam

H6mm Diameter Rod as stirrupsKG2.980.0105.580.880.8

J8mm DittoKG2.980.024.599.599.5

To Collection:0.00.00.00.0ELEMENT NO. 1 - WORKBELOW LOWEST FLOOR LEVEL (CONT'D)

High tensile steel rod reinforcement as described :-

In Pad Foundation

A10mm Diameter rodKG2.990.0403.5228.9228.9

B12mm DittoKG2.990.0133320.5320.5

In Column Stump

C12mm Diameter rod (Provisional)KG2.990.02659494

D16mm Diameter rod (Provisional)KG2.990.025.524.524.5

In Ground Beam

E10mm Diameter rodKG2.990.0218109.5111.5

F12mm DittoKG2.990.02148.548.5

G16mm DittoKG78.583.583.50.0Reiforcement as described in:-

HA layer of BRC No. A6 or other equal and approved fabric reinforcement well lapped at joints and embedded in concrete slab (measured nett-no allowance made for slabs)

MS9088.990

To Collection0.00.00.00.0ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR LEVEL (CONT'D)

Reiforcement as described in:- (Contd)

AA layer of BRC No. A8 or other equal and approved fabric reinforcement well lapped at joints and embedded in apron and porch (measured nett-no allowance made for slabs)

MS503030

Use and waste of sawn formwork as described :-

BTo sides of pad foundationMS37.950.028.52323

CTo sides of column stump (Provisional)MS37.950.03419.519.5

DTo sides of ground beamMS37.950.0766363

EEdge of apron slab and porch, 150mm thickM37.950.0311313

FDitto, ground slab 150mm thickM37.950.0151515

GApproved 0.25mm thick polythene damp proof membrane on lean concrete (measured separately) well lapped at joints and coated with hot bitumen (measured nett-no allowance made for laps).

MS140120120

To Collection0.00.00.00.0ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR LEVEL (CONT'D)

Anti termite

ASupply and apply anti-termite treatment to ground floor area with 5 years warranty all as per S.O's approval

MS140120120

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ii) iii)

0.00.00.0COLLECTION

From Page No.2/10.00.00.00.0

From Page No.2/20.00.00.00.0

From Page No.2/30.00.00.00.0

From Page No.2/40.00.00.00.0

From Page No.2/50.00.00.0

ELEMENT NO 1 - WORK BELOW LOWEST FLOOR LEVELTOTAL CARRIED TO SUMMARY0.00.00.00.0

ELEMENT NO. 2 - FRAMEVibrated, reinforced concrete 'Grade 25' (19mm aggregate) as described :-

AColumnMC227.700.0103.53.5

BStiffener (Provisional) MC227.700.030.522

CFirst floor beamMC64.85

DRoof beamMC227.700.043.53.5

EUpper roof beamMC0.50.410.5

Mild steel rod reinforcement as described :-

In Column

F6mm Diameter rod as linksKG2.980.0120.598.598.5

G8mm Diameter rod as linksKG2824747

In Stiffener

H6mm Diameter rod as links (Provisional) KG2.980.03528.226

In First floor beam

J6mm Diameter rod as stirrupsKG17823.523.5

K8mm Diameter rod as stirrupsKG45.543.543.5

To Collection :0.00.00.00.0ELEMENT NO. 2. -FRAME (CONT'D)

Mild steel rod reinforcement as described (Contd) :-

In Roof Beam

A6mm Diameter rod as stirrupsKG10022.022.0

In Upper Roof Beam

B6mm Diameter rod as stirrupsKG77.57.5

High tensile steel rod reinforcement as described :-

in Column

C12mm Diameter rodKG590.5404404

In Stiffener

D10mm Diameter rod (Provisional) KG33875.1270.5

In First floor beam

E10mm Diameter rodKG174115.5115.5

F12mm Diameter rodKG6942.542.5

G16mm Diameter rodKG359438.5438.5

To Collection :ERROR:#REF!0.00.00.0ELEMENT NO. 2. - FRAME (CONT'D)4730In Roof Beam2512240A10mm Diameter rodKG205137.51387812055B12mm Diameter rodKG4128.128.1513410C16mm Diameter rodKG392424923205In Upper Roof Beam59409D10mm Diameter rodKG19.521.121.115912996Use and waste of sawn formwork asdescribed:-

ETo sides of columnMS11063.563.5

FTo sides of stiffener (Provisional)MS6515.61.5

GTo sides and soffit of first floor beamsMS88.575.275.2

HTo sides and soffit of roof beamsMS59.549.149.1

JTo sides and soffit of upper roof beamsMS66.56.5

To Collection :0.00.00.00.0ELEMENT NO. 2. - FRAME (CONT'D)

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ii) iii)

To Collection :ERROR:#REF!

COLLECTION

From Page No. 2/70.00.00.00.0

From Page No. 2/80.00.00.00.0

From Page No. 2/90.00.00.0

From Page No. 2/100.00.00.0

ELEMENT NO. 2 - FRAMETOTAL CARRIED TO SUMMARY0.00.00.00.0

ELEMENT NO. 3 - UPPER FLOOR

Vibrated, reinforced concrete 'Grade 25' (19mm aggregate) as described :-

ASuspended Floor Slab, 100mm thickMS25.650.05545.545.5

B- Ditto - 125mm thickMS58.550.250.2

Reinforcement as described in:-

CBRC B6 steel fabric reinforcement well lapped at joints and embedded in concrete bed (measured nett-no allowance made for laps).

MS608989

DBRC A7 steel fabric reinforcement ditto.MS77.570.070.00.720.0EBRC B8 steel fabric reinforcement ditto.MS252525

Sawn formwork as described :-

FSoffits of suspended floor slab.MS102.59595

GApproved spray on or brush type liquid waterproofing membrane to concrete base, minimum 2 coats acrylic polymer compound all in accordance to manufacturer's instruction

MS2052,250190

To Collection :0.00.00.00.0ELEMENT NO. 3 - UPPER FLOOR (CONT'D)

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

25.650.0

i) .ii) ..iii) ..

To Collection :0.00.00.00.0

COLLECTION

From Page No. 2/120.00.00.00.0

From Page No. 2/130.00.00.00.0

ELEMENT NO. 2 - FRAMETOTAL CARRIED TO SUMMARY0.00.00.00.0

Metal Roof Structure

Notes :-

a. The Tenderer to allow for proprietory design of metal roof trusses to the requirement of the Engineer. This to be fabricated in the factory.

b. The Tenderer is to submit a proposal on the design, build and for the completion of all "Prefabricated Metal Roof Structures" for tender submission.

c. The Structure Drawing is only to be used as a guide, hence the Tenderer is to submit all shop drawings with details calculation all to be certified by Professional Engineer and S.O's approval.

d. The Tenderer to allow the travelling cost for the Engineer to check the said trusses during fabrication and before delivery to site. The total cost of the said metal roof trusses shall include for the supply, delivery to site, and installation on site including all related works.

To Collection :0.00.00.00.0ELEMENT NO. 4 - ROOF CONSTRUCTION, FINISHES, AND RAINWATER GOODS (CONT'D)

ADesign, erection and completion of prefabricated metal structure roof trusses including all related metal member member such as purlin, rafter, concrete beam, wall plates, valley, batten, strut, ceiling joist, spacer etc. and all necessary accessories i.e angle cleat, anchor bolt, and including all plates, bolts and nuts, welding, painting with anti-rust, cutting, hoisting and placing to position, as per Engineer's drawing and Architect's drawing all to Engineer and S.O's approval

Item

Roof Covering and Finishes

BMonier or other equivalent interlocking cement roof tiles in colours to be selected by the Architect, fixed to and including 25mm x 50mm H.W. batten at 325 c/c

MS154117117

CStandard ridge capping to match general roofing, bedded and pointed with tinted cemen and sand (1:3) mortar, including cut end.

M252222

DStandard hip tiles to match general roofing pointed with tinted cement and sand (1:3) mortar, including cut end

M181515

To Collection :0.00.00.00.0ELEMENT NO. 4 - ROOF CONSTRUCTION, FINISHES, AND RAINWATER GOODS (CONT'D)

Roof Covering and Finishes (Contd)

AEnd capping minimum 1.8mm thick to Architect's detailM1912.512.5

B22 gauge galvanised iron valley gutter bent to shape with both ends tucked and fixed to metal trusses (measured separately) and including all necessary work required as per Architect detail drawings.

M1912.512.5

COne layer sisulation sheet (double sided) laid over rafters well lapped at joints (measured nett-no allowance for laps)

MS154116.5116.5

DGrade B timber fascia board size 225mm wide x 20mm thick fixed to end of timber rafters, paintedM1912.512.5

EApproved chicken wire netting on and including all necessary accessories all as per manufacturer's details and to S.O's approval

MS154116.5116.5

Concrete Flat Roof

FConstruct and complete flat roof including concrete, formwork, reinforcement and all necessary works as per Engineer's detail drawing

MS111111

To Collection :0.00.00.00.0ELEMENT NO. 4 - ROOF CONSTRUCTION, FINISHES, AND RAINWATER GOODS (CONT'D)

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) FlasingMii) G.I valleyMiii) Hip end tileNOiv) 3 way apexNOv) Ridge end tileNOvi) .. vii) .9.360.0viii)

To Collection :0.00.00.00.0ELEMENT NO. 4 - ROOF CONSTRUCTION, FINISHES, AND RAINWATER GOODS (CONTD)

From Page No. 2/13

From Page No. 2/140.00.00.00.0

From Page No. 2/150.00.00.00.0

From Page No. 2/160.00.00.00.0

ELEMENT NO. 4 - ROOF CONSTRUCTION, FINISHES, AND RAINWATER GOODSTOTAL CARRIED TO SUMMARY0.00.00.00.0

ELEMENT NO. 5 - STAIRCASE

Vibrated reinforced concrete 'Grade 25' as specified in :-

AStaircase MC2.52.52.5

BLanding SlabMC0.50.50.5

CLanding BeamMC0.50.50.5

Mild steel rod reinforcement as described :-

Landing Beam

D6mm Diameter Rod as stirrupsKG2.52.52.5

High tensile steel rod reinforcement as decsribed:-

Staircase

E10mm Diameter rodKG62.562.562.5

F12mm Diameter rodKG5.55.55.5

Landing Slab

G10mm Diameter rodKG61.561.561.5

H12mm Diameter rodKG4.54.55

To Collection :0.00.00.00.0ELEMENT NO. 5 - STAIRCASE (CONT'D)

Landing Beam

A10mm Diameter rodKG444

B12mm Diameter rodKG5.55.56

Sawn formwork as specified in :-

CSloping soffit of staircaseMS191919

DRiser of staircase, 166mm heightM32.532.532.5

ESloping open string of staircase 300mm wide (maximum) including cutting to profile of threads and risers

M32.532.532.5

FSides and soffit of landing slabMS3.53.53.5

GSides and soffit of landing beamMS333

Staircase Finishes

200mm x 200mm x 6.5mm thick anti-slip homogenous tiles to architect's selection as descibed bedded, jointed and pointed in cement mortar (1:3) on cement and sand screed (measured separately)

H300mm wide treadM181818

To Collection :0.00.00.00.0ELEMENT NO. 5 - STAIRCASE (CONT'D)

Staircase Finishes (Contd)

A166mm high riserM353535

BLanding slabMS333

C75mm x 200mm x 6.5mm thick approved homogeneous nosing tiles as described bedded, jointed and pionted in cement and sand (1:3) screed

M353535

20mm thick cement and sand (1:3) paving with a trowelled smooth finishes to :-

9.480.0DSoffit of staircaseMS404040

ESoffit of landing slabMS9.480.0444

FSides and soffit of landing beamsMS3338.400.0GSides of 300mm wide to string of staircaseM16.516.516.5

Prepare and apply one coat of undercoat and two coats of finishing emulsion paint as described to :-8.400.0

HSoffit of staircaseMS404040

JSoffit of landing slabMS444

To Collection :0.00.00.00.0ELEMENT NO. 5 - STAIRCASE (CONT'D)

Prepare and apply one coat of undercoat and two coats of finishing emulsion paint as described to :-

(Contd)

ASides and soffit of landing beamsMS333

BSides of 300mm wide to string of staircaseM16.516.516.5

Handrailing

C75mm x 75mm hard wood timber handrail at 1m high cut to shape, with and including 50mm x 50mm mild steel hollow steel post, 25mm x 25mm mild steel hollow steel baluster, 50mm x 38mm mild steel hollow steel railing, 12mm groove line and mild steel bracket plate to plug staircase post to staircase floor as per Architect's drawing

M8.58.58.5

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ii) iii)

To Collection :0.00.00.00.0COLLECTION

From Page No. 2/170.00.00.00.0

From Page No. 2/180.00.00.00.0

From Page No. 2/190.00.00.0

From Page No. 2/200.00.00.0

ELEMENT NO. 5 - STAIRCASE TOTAL CARRIED TO SUMMARY0.00.00.00.0

ELEMENT NO. 6 - EXTERNAL WALL

Brickwork

A115mm thick brickwall in common clay brick in cement and sand (1:3) mortar laid in Stretcher Bond with an including "Exmet" or other equal and approved brick reinforcement at every fourth course

MS21795142.5

BApproved hessian based bituminous felt damp proof course to B.S. 743 as described laid on 115mm thick brickwall (measured nett-no allowance made for laps)

M151313

C6mm diameter mild steel bonding ties 450mm long wih one end cast into concrete and hooked around reinforcement and other end built into joints of brickwork including perforation in formwork.

NO15030150

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

ERROR:#REF!ERROR:#REF!

i) 8.160.0ii) iii)

ELEMENT NO. 6 - EXTERNAL WALLTOTAL CARRIED TO SUMMARYERROR:#REF!0.00.00.0ELEMENT NO. 7 - INTERNAL WALL

Brickwork

A115mm thick brickwall in common clay brick in cement and sand (1:3) mortar laid in Stretcher Bond with an including "Exmet" or other equal and approved brick reinforcement at every fourth course

MS405405405

B230mm thick party wall to be plaster on both sides and up to roof levelMS150150150

C6mm diameter mild steel bonding ties 450mm long wih one end cast into concrete and hooked around reinforcement and other end built into joints of brickwork including perforation in formwork.

NO15030150

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ii) iii)

ELEMENT NO. 7 - INTERNAL WALLTOTAL CARRIED TO SUMMARY0.00.00.00.0ELEMENT NO. 8 - DOORS

Precast concrete (Grade 25) as described including all moulds, finished fair on exposed faces and hoisting, fixing, bedding, jointing and pointing in cement and sand (1:3) :-

A125mm x 200mm lintol reinforced with and including 2 nos. 10mm diameter high tensile rod reinforcement on top, 2 nos 10mm diameter high tensile rod reinforcement on bottom and 6mm diameter mild steel rod at 200mm centers.

M252119

B125mm x 300mm lintol reinforced with and including 2 nos. 12mm diameter high tensile rod reinforcement on top, 2 nos 12mm diameter high tensile rod reinforcement on bottom and 6mm diameter mild steel rod at 200mm centers.

M4--

Supply and install approved metal door frame built into brickwall and bedded in cement and sand (1:3) mortar, all in accordance to manufacturer's printed instructions and Architect's drawing.

COpening size 1524mm x 2134mm high (D1)NO111

DOpening size 914mm x 2134mm high (D4)NO555

EOpening size 762mm x 2314mm high (D5 & D6)NO555

To Collection : 0.00.00.00.0ELEMENT NO. 8 - DOORS (CONT'D)

ASupply and install approved hardwood solid single leaf decoration door overall size 1524mm x 2134mm in metal frame (measured separately) including assembling, secured with fixing lung, including painting, built into concrete or brickwall and bedded in cement and sand (1:4) pointed bothsides in accordance with the manufacturer's printed instruction as per Architect's drawing. (Type D1)

NO111

Supply, deliver to and fix aluminium frame sliding door with 8mm thick tinted glass sheet including aluminium frame Bronze Anodized with all the necessary works in accordance to the manufacturer's detail.

BSize 1829mm x 2134mm (Type D2)NO322

CSize 2743mm x 2134mm (Type D3)NO1--

DSupply and install approved hardwood solid single leaf decoration door overall size 914mm x 2134mm in metal frame (measured separately) including assembling, secured with fixing lung, including painting, built into concrete or brickwall and bedded in cement and sand (1:4) pointed bothsides in accordance with the manufacturer's printed instruction as per Architect's drawing. (Type D4)

NO555

To Collection :0.00.00.00.0ELEMENT NO. 8 - DOORS (CONT'D)

ASupply and install approved single leaf PVC folding door durable type overall size 762mm x 2134mm in metal frame (measured separately) including aasembling, secured with fixing lug, including painting, built into concrete or brickwall and bedded in cement and sand (1:4) pointed bothsides in accordance with the manufacturer's printed instruction as per Architect's drawing (Type D5)

0.0

NO0.0444

BSupply and install approved single leaf timber flush door overall size 762mm x 2134mm in metal frame (measured separately) including assembling, secured with fixing lung, including painting, built into concrete or brickwall and bedded in cement and sand (1:4) pointed bothsides in accordance with the manufacturer's printed instruction as per Architect's drawing. (Type D6) 0.0

0.00.0

0.0

NO0.0111

Supply and fix ironmongories including all necessary accessories as described :-

(Appoint approval by Architect's)ERROR:#REF!

DCylindrical KnobsetNO0.0666

ESyngress HingesNO0.0121212

To Collection :ERROR:#REF!0.00.00.0ELEMENT NO. 8 - DOORS (CONT'D)

Supply and fix ironmongories including all necessary accessories as described :-

(Appoint approval by Architect's) - (Contd)

AEntrance Handle SetNO111

BRubber Door stopNO111

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ii) iii)

To Collection :0.00.00.00.0

COLLECTIONFrom Page No. 2/240.00.00.00.0

From Page No. 2/250.00.00.00.0

From Page No. 2/260.00.00.0

From Page No. 2/270.00.00.0

ELEMENT NO. 8 - DOORS TOTAL CARRIED TO SUMMARY0.00.00.00.0ELEMENT NO. 9 - WINDOWS

Precast concrete (Grade 25) as described including all moulds, finished fair on exposed faces and hoisting, fixing, bedding, jointing and pointing in cement and sand (1:3) :-

A125mm x 200mm lintol reinforced with and including 2 nos. 10mm diameter high tensile rod reinforcement on top, 2 nos 10mm diameter high tensile rod reinforcement on bottom and 6mm diameter mild steel rod at 200mm centers.

M231418

Supply and fix the following aluminium frame, including 8mm thick tinted glass sheet and glazing to aluminium frame with putty, all in accordance with Architect's drawing and approval :-

BSide hung glass window and fixed glass panel overall size 1219mm x 2134mm, including glass blade, glazing, and all necessary accessories and works, all as per manufacturer's detail and Architect's Approval. (Type W1)

NO111

CSide hung window and fixed glass panel overall size 1219mm x 2134mm, including glass blade, glazing, and all necessary accessories and works, all as per manufacturer's detail and Architect's Approval. (Type W2)

NO1--

To Collection :0.00.00.00.0ELEMENT NO. 9 - WINDOWS (CONT'D)

Supply and fix the following aluminium frame, including 8mm thick tinted glass sheet and glazing to aluminium frame with putty, all in accordance with Architect's drawing and approval :- (Contd)

ASide hung window and fixed glass panel on top overall size 1219mm x 1524mm including glazing, painting and all necessary accessories, all as per manufacturer's detail and Architect's approval (Type W3)

NO433

BSide hung window and fixed glass panel on top overall size 610mm x 1524mm including glazing, painting and all necessary accessories, all as per manufacturer's detail and Architect's approval (Type W4)

NO2--

CTop hung window overall size 1219mm x 610mm including glazing, painting and all necessary accessories, all as per manufacturer's detail and Architect's approval (Type W5)

NO222

DSide hung window and fixed glass panel on top overall size 1829mm x 1524mm including glazing, painting and all necessary accessories, all as per manufacturer's detail and Architect's approval (Type W6)

NO111

To Collection :0.00.00.00.0ELEMENT NO. 9 - WINDOWS (CONT'D)Supply and fix the following aluminium frame, including 8mm thick tinted glass sheet and glazing to aluminium frame with putty, all in accordance with Architect's drawing and approval :- (Contd)

ATop hung window and fixed glass panel on bottom overall size 1219mm x 1372mm including glazing, painting and all necessary accessories, all as per manufacturer's detail and Architect's approval (Type W7)

NO111

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ii) iii)

To Collection :0.00.00.00.0

COLLECTIONFrom Page No. 2/28ERROR:#REF!0.00.00.0

From Page No. 2/290.00.00.0

From Page No. 2/300.00.00.0

ELEMENT NO. 9 - WINDOWSTOTAL CARRIED TO SUMMARYERROR:#REF!0.00.00.0ELEMENT NO. 10 - INTERNAL FLOOR FINISHES

300mm x 300mm x 8.5mm thick approved ceramic tiles to Architect's selection as described bedded, jointed and pointed in cement and sand (1:3) screed in :-

AFloorMS118118118.B100mm thick tiles skirtingM858585

C50mm dropM

200mm x 200mm x 6.5mm thick approved non-slip homogeneous tiles to Architect's selection as described bedded, jointed and pointed in cement and sand (1:3) screed in :-

CKitchenMS181818

DBathroomMS112111

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ii) ..iii) ..

ELEMENT NO. 10 - INTERNAL FLOOR FINISHESTOTAL CARRIED TO SUMMARY :0.00.00.00.0ELEMENT NO. 11 - INTERNAL WALL FINISHES

Wall PlasterA20mm thick cement and sand plaster with an approved plasticiser as described plainface to wall and column.

MS405405405

BPrepare and apply one coat 'Sissons all Weather Acrylic Paint' and two coats emulsion paint as described to plastered wall and columns

MS405405405

Wall TilesC200mm x 200mm x 6.5mm thick approved ceramic tiles to Architect's selection at 2200mm high as described laid and jointed in cement mertar (1:3) on cement and sand screed.

MS464646

D200mm x 200mm x 6.5mm thick approved glazed wall tiles to Architect's selection at 2200mm high as described laid and jointed in cement mertar (1:3) on cement and sand screed.

MS404040

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ..ii) ..iii) ..

ELEMENT NO. 11 - INTERNAL WALL FINISHESTOTAL CARRIED TO SUMMARY :0.00.00.00.0ELEMENT NO. 12 - INTERNAL CEILING FINISHES

A13mm thick fix plaster ceiling panel to be skim to fine finish in accordance with the Architect's approval. All jointing to be finished with fiber jointing stripe.

MS135135135

B8mm tihck smooth plaster with anti-fungal treatment as described or other equal and including all necessary accessories and works ceiling including aluminium hanger and cornice to edges in accordancewith Architect's approval.

MS121212

CExtra for 600mm x 600mm access panel including all necessary framing.NO

DPrepare and apply one coat of approved alkali resisting primer sealer and two coats emulsion paints as described on surface of plasterglass ceiling.

MS135135135

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ..ii) ..iii) ..

ELEMENT NO. 12 - INTERNAL CEILING FINISHESTOTAL CARRIED TO SUMMARY :0.00.00.00.0ELEMENT NO. 13 - EXTERNAL FINISHES

Floor Finishes

300mm x 300mm x 8.5mm thick approved homogeneous tiles to Architects's selection as described bedded, jointed and pointed in cement and sand (1:3) screed in :-

ACar porchMS141414

300mm x 300mm x 8.5mm thick approved ceramic tiles to Architect's selection as described bedded, jointed and pointed in cement and sand (1:3) screed in :-

BCovered terraceMS15--

CBalconyMS5--

DOpen balconyMS141414

Cement and sand (1:3) paving with a throwelled smooth finishes to floor levl as described :-

E20mm thick apron slabMS451212

To Collection :0.00.00.00.0ELEMENT NO. 13 - EXTERNAL FINISHES (CONT'D)

Wall Finishes

Cement, sand and lime plastering as described, externally finished with wooden float :-

A20mm thick plain face to walls, beams and columns.MS21795143

B20mm thick plain face to party wall above roof structure.MS331833

Prepare and apply one undercoat and two finishing coats of weathershield paint as described externally :-

CPlastered surfaces of walls, beams and columns.MS21795140 ..DApproved 150mm thick cement fiberboard including frame to be fixed to wall as per Architect's selection.

MS381919

EApproved groove line as per Architect's selection.M858585

FExtra over for forming grooves.ITEM

To Collection:0.00.00.00.0ELEMENT NO. 13 - EXTERNAL FINISHES (CONT'D)

Ceiling Finishes

ASupply and install 6mm thick UAC duravent ceiling or other equivalent overall size 1200mm x 600mm, set out symmetrically from centre to centre of room and fix to and including ceiling joist and nogging.

MS381919

BApproved cement plaster to flat roofMS101010

CPrepare and apply one coat of approved alkali resisting primer sealer and two coats weathersheild paint to Architect's approval to ceiling.

MS381919

DDitto to flat roof.MS101010

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ..ii) ..iii) ..

To Collection:0.00.00.00.0COLLECTION

From Page No. 2/340.00.00.00.0

From Page No. 2/350.00.00.00.0

From Page No. 2/36

ELEMENT NO. 13 - EXTERNAL FINISHESTOTAL CARRIED TO SUMMARY0.00.00.00.0

ELEMENT NO. 14 - SANITARY FITTINGS

Supply and fix the following sanitary and accessories including storing, assembling bedding, plugging and screwing with matching screws, cutting and pining all building in brackets jointing and connceting to services and to soil and waste pipe and making good all works described :-

AEmax (WC1201Y-S & LC5101Y-SF-CC) in standard colour equal and approved closed couple wash down pedestal water closet complete with water saving dual flush cistern or other equal, 'P' or 'S' trap and ventilation outlet, plastic hinged seat and cover and all necessary accessories.

NO333

BEmax basin (semi recessed WB22603Y) or other equal and approved semi recessed wash hand basin in standard colour, size and complete with chromium plated tap, PVC bottle trap, waste plug and chain.

NO333

CApproved stainless steel floor trap setting on tiled floor slab and jointing to waste pipe.NO777

DJohnsons Suisse 'Nautical' shower head with single function spray to manufacturer's detail.NO333

To Collection:0.00.00.00.0ELEMENT NO. 14 - SANITARY FITTINGS (CONT'D)

A10mm thick standard wall hung mirror overall size 600mm x 600mm.NO111

BHand WC ste c/w flexible hose, bracket and nozel including all necessary accessories.NO999

CApproved stainless steel double bowl with single drainer kitchen sink complete with chromium plated tap, waste outlet, plug and chain.

NO111

D13mm chrome plated bib tap complete with hose coupling and screw collar in brass handle, fixed into tiled brickwall.

NO999

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) Toilet roll holderNO333ii) Soap dishNO333iii) ..

To Collection:0.00.00.00.0COLLECTION

From Page No. 2/380.00.00.00.0

From Page No. 2/390.00.00.00.0

ELEMENT NO. 14 - SANITARY FITTINGSTOTAL CARRIED TO SUMMARY0.00.00.00.0

ELEMENT NO. 15 - SUNDRIES

AProposed 4300mm x 600mm x 100mm thick reinforced concrete kitchen countertop to Engineer's details, mass concrete base finished in homogeneous tiles to Architect's approval, with and including fabric reinforcement,edging tiles and other necessary accessories and work as per Architect's drawing.

NO333

BGully trap size 300mm x 300mm to required depth with and including 100mm diameter PVC removable grating on top, including all necessary works excavation and laying to required falls as per Architect's drawing and Engineer's details.

NO111

C112mm thick brick manhole size 450mm x 600mm x 600mm depth on top of 100mm thick concrete base with plastering on exposed surfaces complete with cast iron cover and frame and all necessary excavation and laying to required falls as per Architect's drawing and to Engineer's details.

NO222

To Collection:0.00.00.00.0ELEMENT NO. 15 - SUNDRIES (CONTD)

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ..ii) ..iii) ..

To Collection:0.00.00.00.0

COLLECTION

From Page No. 2/410.00.00.00.0

From Page No. 2/420.00.00.00.0

ELEMENT NO. 15 - SUNDRIESTOTAL CARRIED TO SUMMARY0.00.00.00.0

ELEMENT NO. 16 - EXTERNAL WORKS WITHIN BOUNDRIES (ALL PROVISIONAL)Surface Water Drain

A225mm diameter half round precast concrete surface water drain laid to falls on ground including 100mm thick cement, sand (1:3) screed, complete with excavation, backfilling, bend, junction angle and ends with and including all necessary and requird works.

M777

Fencing and Gate

Chain Link Fencing

B1500mm high chain link fencing including all necessary accessories and works, all as per Architect's drawing.

M35137

Brickwall Fence

CProposed 115mm thick brickwall fence with decorative 50mm x 25mm mild steel railing including all necessary works as per drawing

M333

Gates

DSupply and install mild steel swing gate to manufacturer's detail, overall size 3600mm wide x 1500mm high with 2 nos of 450mm x 300mm brickwall pier with letter box, including all necessary works, all as per details drawings.

NO111

To Collection:0.00.00.00.0ELEMENT NO. 16 - EXTERNAL WORKS WITHIN BOUNDRIES (ALL PROVISIONAL) - (CONT'D)

Gates (Contd)

ASupply and install 900mm wide mild steel rear gate with 75mm diameter mild steel post manufacturer's detail.

NO111

Premix

BApproved premix to drivewayM2161616

Precast Concrete Slab Grating

CSuply and install 1200mm x 500mm removable precast concrete slab grating including all necessary accessories and works as per Architect drawing.

M555

Mild Steel Grating

DSupply and install 625mm x 600mm mild steel grating including all necessary accessories and works as per Architect drawing.

NO111

Guard Wall

EProposed concrete guard wall overall size 600mm x 300mm x 300mm thick made up of claybrick, plastered and painted.

To Collection:0.00.00.00.0ELEMENT NO. 16 - EXTERNAL WORKS WITHIN BOUNDRIES (ALL PROVISIONAL) - (CONT'D)

Reinforced Concrete Roadkerb

A305mm high wing wallNO222

BProposed dustbin compartment overall size 754mm x 763mm x 900mm high including 114mm thick brickwall to be plastered on bothsides including painting and all necessary works, mass concrete footing, metal plate cover with handle and approved dustbin reserved as per Architect's drawing.

NO111

Any other outstanding works not specifically mentioned above but not shown in the drawings or required and deemed necessary for the execution and completion of the works. Tenderer to describe briefly below and include cost.

i) ..ii) ..iii) ..

To Collection:0.00.00.00.0

COLLECTION

From Page No. 2/430.00.00.00.0

From Page No. 2/440.00.00.00.0

From Page No. 2/45

ELEMENT NO. 16 - EXTERNAL WORKS WITHIN BOUNDRIES (ALL PROVISIONAL)TOTAL CARRIED TO SUMMARY0.00.00.00.0

SUMMARY

ELEMENT NO DESCRIPTIONFROM PAGE

1 . WORK BELOW LOWEST FLOOR LEVEL2/60.00.00.00.0

2. FRAME2/100.00.00.00.0

3. UPPER FLOOR2/120.00.00.00.0

4. ROOF CONSTRUCTION, FINISHES, 0.00.00.00.0 AND RAINWATER GOODS2/16

5. STAIRCASE2/21ERROR:#REF!0.00.00.0

6. EXTERNAL WALL2/220.00.00.00.0

7. INTERNAL WALL2/230.00.00.00.0

8. DOORS2/270.00.00.00.0

9. WINDOWS2/30ERROR:#REF!0.00.00.0

10. INTERNAL FLOOR FINISHES2/31ERROR:#REF!0.00.00.0

11. INTERNAL WALL FINISHES2/320.00.00.00.0

12. INTERNAL CEILING FINISHES2/330.00.00.00.0

B/FERROR:#REF!0.00.00.0C/F0.00.00.0ELEMENT NO DESCRIPTIONFROM PAGE

13. EXTERNAL FINISHES2/370.00.00.00.0

14. SANITARY FITTINGS2/400.00.00.00.0

15. SUNDRIES2/420.00.00.00.0

16. EXTERNAL WORKS WITHIN BOUNDRIES2/460.00.00.00.0

TOTAL CARRIED TO FINAL SUMMARY OF TENDER0.00.00.00.0

WT/2 STOREY TERRACE 20' x 70'2/&P