20x70 (1)
DESCRIPTION
20x70 trussTRANSCRIPT
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