SIAP

SCHEDULE NO. 2 - PILING WORKS (BUNGALOW)

Sch 2 (Bgl) / 1

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

PILING WORKS (ALL PROVISIONAL)

NOTES:-

The following items shall be held to have included in the Tender Sum:-

a) Setting out, pegging and as built remeasurement and submission of 3 sets as-built drawings carried out by a Licensed Surveyor.

b) Replacement of defective, damaged or wrongly aligned piles

c) Pay length for the supply only of each pile shall be the full cast length as directed by the S.O.

d) Pay length for the driving of each pile shall be the actual penetration of the pile into the ground measured from the toe to the commencement ground level

Piling EquipmentA Allow for the provision of all necessary piling plant,

equipment and tools; including transportation to thesite, handling, assembling, moving piling plant andequipment about the site; dismantling and removingfrom site after completion of piling. Item

B Allow for the handling and moving piling plant andequipment about the site as often and whenevernecessary for the whole operation including idlingtime and all necessary temporary work inconnection therewith. Item

Piling Record

C Allow for submission of piling records in triplicateduly signed by the Contractor and the Clerk-of-workand delivered to the S.O as the work proceeds. Item

Reinforced concrete square piles as described :-

Supply and deliver to site :-

D 150mm x 150mm initial piles, in 6.00m length. M 162 ( In 27 No)

E 150mm x 150mm extension piles, in 6.00m length. M 486 ( In 81 No)


Sch 2 (Bgl) / 2



C/F:

(CONT'D) B/F:

Handling, transporting and pitching for driving :-

A 150mm x 150mm R.C piles, in 6.00m length. No 108

Driving reinforced concrete square piles :-

B 150mm x 150mm R.C piles, in 6.00m length. M 648

Extension Joints :-

C Joint 150mm x 150mm reinforeced concrete pile inepoxy compound of apporved manufacturer, inaccordance with the manufacturer's printedinstructions, fillet weld the end plates, includingpainting and exposed steel surfaces with three coats ofapproved bituminous paint. No 81

Cutting off pile heads :-

D Cut off 150mm x 150mm pile head and treat headwith two coats of "Ensele" or other equivalentapproved presevaties, preparing reinforcement forconnection and remove cut-off heads off the site. No 27

Pile Test :-

E Pile dynamic analysis (PDA) test on 150mm x 150mmreinforced concrete square pile to be carried out by an approved Specialist, including CAPWAY Analysis. No 1

SCHEDULE NO. 2PILING WORKS (ALL PROVISIONAL)

Total Carried To Final Summary RM


Sch 2 (Bgl) / 3



SCHEDULE NO. 5 - BANGALOW

Sch 5 / 4

ITEM DESCRIPTION UNIT RATE PLOT 1

QTY AMOUNT

WORKS BELOW LOWEST FLOOR LEVEL

Excavation Works

Excavation commencing from reduced level and get out; part return, fill in and

ram; remove surplus excavated materials from site :-

A Excavation for piles caps; not exceeding 1.50m deep M3 13

B Excavation for ground beams; not exceeding 1.50m deep. M3 4

Concrete Works

Lean concrete (Grade 15) as described in :-

C 100mm Blinding; under pile caps. M2 8

D Ditto, under ground beams. M2 11

Sand bedding as described in

E 25mm thick under ground slabs. M2 89

F Ditto; under patio, apron and terrace M2 57

G Ditto; under porch slab and driveway M2 47

H 150mm Thick Hardcore as described; spread, levelled, blinded, watered and

consolidated under ground slab, patio, apron, terrace, porch slab and

driveway M2 193

Vibrated reinforced concrete (Grade 30) as described filled into formwork and

well packed around rod or fabric reinforcement (formwork and steel

measured separately) in :-

J Pile caps. M3 5

K Column stumps. M3 1

Vibrated reinforced concrete (Grade 25) as described filled into formwork and

well packed around rod or fabric reinforcement (formwork and steel

measured separately) in :-

L Ground Beams. M3 4

M 125mm Thick ground slab M2 100

N Ditto; for patio, apron and terrace M2 57

P Ditto; for porch slab and driveway M2 47

High tensile steel rod reinforcement to B.S. 4449 as described in :-

Q Pile caps

Y16 Kg 224

Y12 Kg 97

Y10 Kg 54

R Column Stumps

Y20 Kg 79

Y16 Kg 103

Y12 Kg 43

Y10 Kg 10


Sch 5 / 5


QTY AMOUNT

TO COLLECTION : RM


A Ground Beams

Y16 Kg 9

Y12 Kg 12

Y10 Kg 208

Mild steel rod reinforcement to B.S. 4449 as described in :-

B Column Stumps

R6 Kg 65

C Ground Beams

R6 Kg 88

Mild steel fabric reinforcement to M.S.145 or B.S.4483 ; well lapped at joints

including notching around all obstruction (measured nett - no allowance for

laps) :-

D Ground slabs (B.R.C. Ref. No. A7; 3.02kg/m2 ) M2 100

E Patio, apron and terrace (B.R.C. Ref. No. A7; 3.02kg/m2 ) M2 57

F Porch slabs and driveway (B.R.C. Ref. No. A7; 3.02kg/m2 ) M2 47

Sawn Formwork as described to :-

G Sides of pile caps. M2 28

H Sides of column stumps. M2 18

J Sides of ground beams. M2 59

K Edge of apron and terrace; 100mm but not exceeding 200mm high M 80

L Edge of porch slab and driveway; ditto M 4

M One layer of 0.25mm Thick polyethylene sheet under ground

ground floor slab. M2 100

N Allow for 'Rentokil' anti-termite and/or other soil pesticides treatment

to all sub-structure surfaces in contact with earth by specialist, and

provide a warranty for 5 years. M2 100

WORKS BELOW LOWEST FLOOR LEVEL (cont'd)


Sch 5 / 6


QTY AMOUNT

TO COLLECTION : RM

Sch5/1 ………….

Sch5/2 ………….

WORKS BELOW LOWEST FLOOR LEVEL (cont'd)


Sch 5 / 7


QTY AMOUNT

TO SUMMARY : RM

FRAME AND UPPER FLOOR

Vibrated reinforced concrete ( Grade 25) as described in :-

A Floor Beams M3 8

B Columns. M3 5

C Stiffener. M3 1

Floor slabs

D 200mm Thick floor slabs. M2 25

E 175mm Thick floor slabs. M2 35

F 150mm Thick floor slabs. M2 58

G 125mm Thick floor slabs. M2 100

H 100mm Thick floor slabs. M2 13

High tensile steel rod reinforcement to B.S.4449 as described in :-

J Floor Beams

Y20 Kg 715

Y16 Kg 276

Y12 Kg 103

Y10 Kg 248

K Columns

Y20 Kg 195

Y16 Kg 364

Y12 Kg 99

Y10 Kg 389

L Stiffener.

Y12 Kg 264

M Floor slabs

Y20 Kg 32

Y12 Kg 10

Y10 Kg 565

Mild steel rod reinforcement to B.S. 4449 as described in :-

P Floor Beams

R10 Kg 82

R6 Kg 288

Q Columns

R6 Kg 322

R Stiffener.

R6 Kg 49

Mild steel fabric reinforcement to M.S.145 or B.S.4483 ; well lapped

at joints including notching around all obstruction:-

S Floor slabs

B.R.C Ref. No. A9; 4.99kg/m2 M2 19

B.R.C Ref. No. A8; 3.95kg/m2 M2 173

B.R.C Ref. No. A7; 3.02kg/m2 M2 145

B.R.C Ref. No. A6; 2.22kg/m2 M2 27


Sch 5 / 8


QTY AMOUNT

Sawn formwork as described to :-

T Sides and soffit of floor beams. M2 150

U Sides of columns. M2 111

V Sides of stiffener M2 29

W Soffit of suspended slabs. M2 232

X Edge of slab; 100mm but not exceeding 200mm high M 112

TO SUMMARY : RM

ROOF STRUCTURE


A Roof Beams. M3 8

B Upper Roof Beams M3 1

C Upstand beams M3 2

D 100mm Thick Roof Slabs M2 58

E 125mm Thick Roof Slabs M2 70

F 100mm Thick Upper Roof Slabs M2 19


G Roof Beams

Y25 Kg

Y20 Kg 343

Y16 Kg 95

Y12 Kg 52

Y10 Kg 231

H Upper Roof Beams

Y12 Kg 10

Y10 Kg 60

J Upstand Beams

Y10 Kg 80

Mild steel rod reinfoecement to B.S. 4449 as described in :-

K Roof Beams

R10 Kg 0

R6 Kg 225

L Upper Roof Beams

R6 Kg 24

M Upstand Beams

R6 Kg 39

Mild steel fabric reinforcement to M.S.145 or B.S.4483 ; well lapped

at joints including notching around all obstruction:-

N Roof slabs

B.R.C Ref. No. A7; 3.02kg/m2 M2 135

B.R.C Ref. No. A6; 2.22kg/m2 M2 112

P Upper Roof slabs

B.R.C Ref. No. A6; 2.22kg/m2 M2 34

Sawn formwork as described to :-

Q Sides and soffit of roof beams. M2 130

R Sides and soffit of upper roof beams. M2 13

S Sides of upstand beams. M2 29

T Soffit of roof slabs. M2 111

U Soffit of upper roof slabs. M2 16

V Edge of roof slab; not exceeding 100mm high M 13


Sch 5 / 9


QTY AMOUNT

W Ditto; 100mm but not exceeding 200mm high M 32

X Edge of upper roof slab; Ditto M 22

Proprietary G.I. Roof Truss

Y Design, supply, deliver to site, hoist and install prefabricated galvanised iron

roof trusses comprising rafter sections,purlins, wall plates,ceiling joists, splice

pieces tie beams, struts, all horizontal and diagonal bracing and any other

structural roof members together with all connection plates, bolts and fixing

accessories,endorsed by Professional Engineer . M2 62

TO SUMMARY : RM

STAIRCASE STRUCTURE


A Staircases. M3 2

B Landing beam. M3 1

C 125mm Thick landing slab M2 10

D 255mm Thick mass concrete M2 3


E Staircases and Landing Slabs

Y12 Kg 536

Y10 Kg 25

F Landing beams

Y12 Kg 123

Mild steel rod reinfoecement to B.S. 4449 as described in :-

G Landing beams

R6 Kg 43

Sawn formwork as described :-

H Sides and soffit of landing beam. M2 18

J Soffit of suspended landing slabs. M2 10

K Undercut riser 177mm high. M 42

L Raking open string 300mm (extreme) wide including cutting to profile of

treads and undercut risers. M 18

M Sloping soffit of staircase. M2 11

N Edge of concrete exceeding 200mm high but not exceeding 300mm

high. M 7


Sch 5 / 10


QTY AMOUNT

TO SUMMARY : RM

ROOF COVERING AND FINISHES

Concrete roofing tiles of approved source and colour; fixed on steel purlins

(measured separately); including all accessories tiles, all in accordance with

manufacturer's instruction (measured nett - allow for laps) :-

A Roof coverings M2 83

B Extra over for hip tiles. M 16

C One layer of "Tacfoil" or other equal and approved double sided reflective

aluminium foil, to roof. (measured nett: no allowance for laps) M2 83

D Approved 250mm wide timber fascia board as per Architect's details. M 37

E GI gauge 22 flashing 600mm wide in three times bent with one end built into

concrete or brickwalls and the other end dressed onto roof tiles, including

galvanised angle sealed with silicon sealant. M 21

F Prepare and clean surface, supply and apply 1.3mm thick WFT of "FOSROC"

Nitoproof 600 liquid applied, elestometric, brush on waterproofing membrane or

approved equivalent; all done in accordance with manufacturer's instruction and

'specification. M2 120

G Supply and lay minimum 25mm thick cement and sand (1:3) protective screed;

incorporated in with 600 g/m3 of micro fibre; all done in accordance with

manufacturer's instruction and specification. M2 120


Sch 5 / 11


QTY AMOUNT

TO SUMMARY : RM

STAIRCASE FINISHES & BALUSTRADING

3mm Thick "Vetonite" or other approved equivalent skim coatings

trowelled to smooth finish, all in accordance with the manufacturer's

instructions, to :-

A Soffit of landing slabs. M2 10

B Sloping soffits of staircase. M2 11

C Open string of staircase. M2 9

Prepare and apply one coat of alkali resisting primer and two coats

of "Jotun" fungus resistant emulsion paint internally on:-

D Plastered soffit of landing slab. M2 10

E Plastered sloping soffits of staircases. M2 11

F Plastered open string of staircases. M2 9

400mm x 400mm "White Horse" or other approved equivalent ceramic

tiles of approved colour; laid on and including cement and sand (1:3)

screed bedding and jointing including pointing in coloured cement to :-

G Landing slab M2 10

H 255mm wide Treads. M 31

J 177mm high Risers. M 43

K 100mm high match skirting M 26

L Extra over for 75mm x 19mm x 8.5mm thick ceramic nosing tiles

with rounded edge and groove, in colours to be approved by the

S.O., bedded and jointed on and including cement and sand (1:3)

base screed and pointed in tinted cement. M 43

M Milds steel railing 900mm high constructed of 75mm diameter x 2mm

thick mild steel hollow section handrail, 50mm x 25mm balusters,

38mm diameter hollow section middle and bottom rails and 100 x

100mm base plate complete with 4 nos galvanised anchor bolts

and nuts, including paint works, all as per Architect's Drawing M 8


Sch 5 / 12


QTY AMOUNT

TO SUMMARY : RM

EXTERNAL WALLS

A Half brickwalls (115mm thick) cement sand bricks in cement mortar (1:3) with

an approved plasticiser, reinforced with and including brick reinforcement as

described at every fourth course, well lapped. M2 357

B 115mm Wide hessian reinforced bituminous felt damp-proof course bedding

in cement mortar (1:3). M 45

C 6mm Diameter mild steel bonding ties 450mm girth hooked both

ends, one end cast into concrete structure and the other end built

into brickwork. No. 704


Sch 5 / 13


QTY AMOUNT

TO SUMMARY : RM

INTERNAL WALLS AND PARTITION

A Half brickwalls (115mm thick) cement sand bricks in cement mortar (1:3) with

an approved plasticiser, reinforced with and including brick reinforcement as

described at every fourth course, well lapped. M2 210

B 115mm Wide hessian reinforced bituminous felt damp-proof course bedding

in cement mortar (1:3). M 20

C 6mm Diameter mild steel bonding ties 450mm girth hooked both

ends, one end cast into concrete structure and the other end built

into brickwork. No. 368


Sch 5 / 14


QTY AMOUNT

TO SUMMARY : RM

DOORS

A 100mm x 250mm Lintols, reinforced with 2 Nos. 12mm diameter and 2 Nos.

10mm Diameter high tensile rod reinforcement and 6mm diameter mild steel

link at 150mm centres, including all necessary formwork M 4

B 100mm x 225mm Lintols, reinforced with 4 Nos. 10mm diameter high tensile

rod reinforcement; ditto. M 2

C 100mm x 200mm Lintols, reinforced with 4 Nos. 10mm diameter high tensile

rod reinforcement centres, including all necessary formwork M 14

D 300mm x 100mm thick door hood, reinforced with 4 Nos. 10mm diameter

high tensile rod reinforcement and 6mm diameter mild steel link at 200mm

centres, including all necessary formwork M 7

Door Frames

E "AJIYA" or approved equivalent 1mm thick electro- galvanised metal

door frame complete with 3 nos hinges, brick ties and all other

accessories; all corner tagged, mitred, welded and treated; fixed to

brickwall in accordance with the manufacturer’s instruction and all

gaps infilled with cement and sand mortar. M 68

"Merbau" or other approved equivalent Grade "A" timber Decorative

Door :-

F 1,830mm x 2,135mm High double-leaves decorative door No 1

G 915mm x 2,135mm High single leaf decorative door No 1

Timber Flush Door


Sch 5 / 15


QTY AMOUNT

38mm Thick flush door formed with 100 x 25mm h.w. stiles, 100 x 25mm h.w.

top, middle and bottom rails, finished on both sides with 5mm thick plywood,

38mm x 13mm h.w.edging all round, fixed into position :-

H 915mm x 2,135mm High single leaf flush door No 5

PVC Door

J 860mm x 2,135mm High approved PVC door complete with screws,

ironmongery and other accessories No 6

Supply and fix in position the following powder coated aluminium frame

(1.2mm thick) doors complete with ironmongery and accessories including

pinning lugs, bedding and grouting frames in cement mortar (1:3) and

pointing with approved mastic:-

K 1,830mm x 2,135mm High aluminium frame glazed sliding door complete

with 5mm thick dark green tinted glass No 3

L Overall size 2,400mm x 2,800mm High,comprising of 2,400mm x 2,135mm

aluminium frame glazed sliding door and 2,400mm x 665mm high fixed

M glass panel; ditto. No 1

Overall size 3,300mm x 2,700mm High,comprising of 2,745mm x 2,135mm

aluminium frame glazed sliding door and 2,745mm x 565mm high fixed

glass panel on top and 555mm x 2,700mm high fixed glass panel; ditto. No 1

TO COLLECTION : RM

Touch up primer and one undercoat and two finishing coats of

"Jotun" gloss enamel paint on surfaces of steelwork:-

A Surfaces exceeding 200mm but not exceeding 300mm girth M 68

Knot, prime, stop and apply one undercoat and two finishing coats

of "Jotun" gloss paint, on woodwork :-

B General surfaces. M2 54

C Prepare, sand paper and apply three coats of approved varnish to

timber surfaces. M2 54

DOORS (Cont'd)


Sch 5 / 16


QTY AMOUNT

TO COLLECTION : RM

Sch5/11 ………….

Sch5/12 ………….

DOORS (cont'd)


Sch 5 / 17


QTY AMOUNT

TO SUMMARY : RM

IRONMONGERY

Supply and fix the following ironmongery to hardwood including

matching screws :-

A Yale CA5137/US32D Entrance Lock No 1

B Yale 780/510/215.66 Mortice lock No 5

C Yale 2022 Door closer No 1


Sch 5 / 18


QTY AMOUNT

TO SUMMARY : RM

WINDOWS

A 300mm x 100mm thick window hood, reinforced with 4 Nos. 10mm diameter

high tensile rod reinforcement and 6mm diameter mild steel link at 200mm

centres, including all necessary formwork M 103

Aluminium Works

Supply and fix in position the following powder coated aluminium frame

(1.2mm thick) windows complete with heads, jambs, mullions, transomes,

cills, glazing beads, silicone sealant,neoprene gasket, ironmongery and

accessories including 5mm thick green tinted glass, pinning lugs, bedding

and grouting frames in cement mortar (1:3) and pointing with approved

mastic :-


Sch 5 / 19


QTY AMOUNT

B 1,830mm x 1,220mm High casement windows No 6

C 3,200mm x 610mm High fixed glass window No 2

D 800mm x 610mm High top hung windows No 7

E 3200mm x 610mm High ditto. No 1

Composite Window

F 800mm x 1,830mm high overall size, comprising of 800mm x 610mm high

top hung and 800mm x1,220mm high fixed glass window No 2

G 600mm x 1,830mm high overall size, comprising of 600mm x 610mm high

top hung and 600mm x1,220mm high casement window No 6

H 1200mm x 1830mm high overall size, comprising 1200mm x 610mm high

top hung and 1200mm x 1220mm high casement window. No 2

TO SUMMARY : RM

INTERNAL WALL FINISHES

A 19mm Thick Cement and sand (1:3) as described internal plastering;

with an approved plasticiser; finished with a steel trowel, to walls,

beams and columns. M2 608

200mm x 250mm "White Horse" or other equal and approved

ceramic wall tiles, in design, patterns and colours including borders

to be selected by the S.O., bedded and jointed on, including 20mm


Sch 5 / 20


QTY AMOUNT

thick cement and sand (1:3) backing, including pointing in tinted

cement:-

B Tiling to walls and columns. M2 168

Prepare and apply two coat of 'Jotun' paint internally on:-

C Plastered walls, beams and columns. M2 608

TO SUMMARY : RM

INTERNAL FLOOR FINISHES

450mm x 450mm "White Horse" or other approved equivalent

ceramic floor tiles in designs, patterns and colours to be selected


Sch 5 / 21


QTY AMOUNT

by S.O., on and including 20mm cement and sand (1:3) screed

;bedding, jointing and pointing in tinted cement, to :-

A Floors M2 68

B 100mm High skirting M 35





C Floors M2 160

D 100mm High skirting M 138


non-slip ceramic floor tiles in designs, patterns and colours to be

selected by S.O., on and including 20mm cement and sand (1:3)

screed ;bedding, jointing and pointing in tinted cement, to :-

E Floors M2 40

Waterproofing System

F "Estoke Grey" cementitious slurry waterproofing system, including

150mm upturn to walls, strictly in accordance with the

manufacturer's printed instructions, to floors M2 40


Sch 5 / 22


QTY AMOUNT

TO SUMMARY : RM

INTERNAL CEILING FINISHES

A 3mm Thick "Vetonite" or other approved equivalent skim coatings trowelled to

smooth finish, all in accordance with the manufacturer's instructions, to

concrete soffits, sides and soffits of beams. M2 239

B 1,200mm x 600mm x 16mm Thick suspended ceiling board, set out

sysmetrically and suspended on approved aluminium "T" carriers, with ceiling

board clips and gauge 12 galvanised steel wire hangers at 610mm x 1,220mmcentres, including approved aluminium angle and white silicone seals to

perimeter edges of plastered walls; all in accordance with the manufacturer's

instructions M2 29

Prepare and apply two coat of 'Jotun' paint internally on:-

C Skim coated soffits,sides and soffit of beams. M2 239


Sch 5 / 23


QTY AMOUNT

TO SUMMARY : RM

EXTERNAL FINISHES

Floor Finishes

Cement and sand (1:3) as described paving; 25mm thick, steel

trowelled; finishes to falls :-

A Floors M2 124





B Floors M2 47

C "Estoke Grey" cementitious slurry waterproofing system, including 150mm

upturn to walls, strictly in accordance with the manufacturer's printed

instructions, to floors M2 24

Wall Finishes

Cement and sand (1:6) as described external plastering finished

with a wood float:-

D 19mm Plaster to walls, columns and beams M2 501

E Extra over for forming single groove lines M 42

Prepared and apply "SKK" or other approved equivalent texture spray painting,

comprising of one coat solvent based sealer, one coat texture based coat

and two finishing coats of acrylic spray paint, in colour, design and patterns to

be selected by the S.O., applied instrict accordance to the manufacturer's

printed instructions externally to :-

F Plastered walls, beams and columns. M2 501

Ceiling Finishes

G 3mm Thick "Vetonite" or other approved equivalent skim coatings

trowelled to smooth finish, all in accordance with the

manufacturer's instructions, to concrete soffits, sides and soffits

of beams. M2 68

Prepare and apply two coat of 'Jotun' paint externally on:-

H Skim coated soffits,sides and soffit of beams. M2 68


Sch 5 / 24


QTY AMOUNT

TO SUMMARY : RM

INTERNAL COLD WATER PLUMBING

Notes

Contractor shall submit breakdown of prices for water

reticulation works for variation purposes.

A Supply and install internal cold water plumbing comprising ABS (Eurapipe)

pipes and dropper complete with all short lengths, sockets, connectors, back

nuts, elbows, bends, fire ends, tees, diminishing pieces, plugs, screwed joints

and stopcocks including connection to existing water tank; all as detailed in

Engineer's drawings. Sum

B PBA approved type of 1,362 litres polytank complete with ball valve, scour

and overflow pipes, supported with mild steel angle iron on hardwork timber

plank including painting works No 1

C 35litre Pressure Type water heater (PBA Aprroved Type) c/w vent pipe and

RMC valve No 1

D 22mm Diameter stainless steel stand pipe at wall with stopcock as approved No -

E 20mm Diameter stainless steel meter position with lockable valve and

stopcock as approved No 1

F Allow for testing the whole internal cold water plumbing installation system in

the presence of and to the satisfaction of the S.O. and Local Authorities,

making good defects and obtain written approval from Local Authorities Sum


Sch 5 / 25


QTY AMOUNT

TO SUMMARY : RM

INTERNAL SANITARY INSTALLATION

Notes:-

1) Works covered under this Schedule shall include all

internal soil and waste pipeworks up to the nearest

External Sewer Manhole.

2) Contractor shall submit breakdown of prices for

water reticulation works for variation purposes.

A Supply and install soil, waste and vent pipes of approved

uPVC; including all short lengths, diminishing pieces, tees,

elbows, stop ends, floor traps, house manholes, gully

traps, etc. all as shown in the drawings. Sum

B Allow for testing the whole internal sanitary installation

system in the presence of and to the satisfaction of the

S.O. and Local Authorities, making good defects and

obtain written approval from Local Authorities Sum


Sch 5 / 26


QTY AMOUNT

TO SUMMARY : RM

SANITARY WARES AND FITTINGS

Supply and fix the following sanitary wares, fittings and accessories including

storing, assembling, bedding, plugging and screwing with matching screws,

cutting and pinning or building brcakets, jointing and connecting services,

soil and waste pipes and making good all works disturbed :-

A Johnson Suisse "Windsor" or approved equivalent close coupled washdown

padestal WC with horizontal or bottom outlet in vitreous china complete with

Johnson Suisse "Trend C1" 3/6 litres button activated (push) cistern and lid in

vitreous china and plastic internal fittings and straight outlet connector ; seat

and cover in white colour. No. 6

B JohnsonSuisse Boston 500 wall hung wash basin size 500 x 420mm in

white colour complete with concealed bracket, stainless steel waste and

UPVC bottle trap No. 5

C JohnsonSuisse "Yale" counter-top vanity single basin in vitreous china

size 600 x 1,125mm in white colour No. 1

D JohnsonSuisse semi-recessed toilet roll holder size 165 x 165mm x

95mm in vitreous china complete with plastic cover in white colour No. 6

E JonhsonSuisse RAVENNA 1/2" basin pillar tap FA300511CP in

chrome plated No. 6

F Approved 55" x 18" double bowl, double drainer aluminium sink c/w

waste, sink tap with quarter turn lever handle. No. 1

G DOE 26 Shower head in chrome colour No. 5

H 1770mm x 950mm wide long bath complete with handgrip, waste, chain and

stopper. No. 1

J 50mm Diameter uPVC floor trap and hopper with 50mm diameter

inlet and outlet, complete with 50mm diameter hinged stainless steel

floor strainer and frame including setting in concrete floor and

finishing frameflush with floor finish and jointing to uPVC pipes. No. 7


Sch 5 / 27


QTY AMOUNT

TO SUMMARY : RM

SUNDRIES

A 1,100mm High stainless steel railing, fixed into concrete with pipe

sleeves as per Architect's drawing (at Balkoni) M 19

Reinforced concrete as described basin counter top with all necessary

concrete, formwork, reinforcement and 38mm thick m.s. 'L' angle frame

including forming openings for wash hand basins and finished with

homogeneous tiles, all as per Architect's details.

B Basin counter top size, 1400mm (L) x 300mm (W) x 75mm (T) No 1

C 1,500mm high fence wall, constructed of 750mm high 115mm thick brickwall

and 750mm high 50mm x 50mm m.s hollow section all round, 75mm x

75mm m.s hollow section post and 8mm x 75mm fibre cement board

including reinforced concrete footing, and plastering and all painting works,

all as per Architect's Drawing M 10

D 1,500mm High PVC coated chain link fence including concrete footing , all as

per Architect's Drawing. M 67

E 4,200mm x 1,500mm High mild steel gate constructed of 50mm x 50mm m.s

hollow section all round and 8mm x 50mm fibre cement board including

ironmongeries and painting works as per Architect's Drawing. No 1

F Overall size, 400mm x 600mm x 1,500mm high gate pier, constructed of

115mm thick brickwall and reinforced concrete footing, including excavation,

all necessary formwork, plastering and painting as per Architect's Drawing No 4

G Overall size, 700mm x 600mm x 1,760mm high, comprising of gate pier, letter

box and TNB meter box,constructed of 115mm thick brickwall, p.c slab, p.c

coping over, 5mm thick viewing glass panel and meter box to M&E detail,

60mm high text with 100mm x 150mm perspec house no and reinforced

concrete footing, including excavation, all necessary formwork, plastering and

painting as per Architect's Drawing No. 06030/D/00 No 1

J Reinforced concrete coping average size 250mm x 200mm thick reinforced


Sch 5 / 28


QTY AMOUNT

as instructed; ditto.(at Porch) M 18

K Reinforced concrete coping average size 300mm x 250mm high reinforced

as instructed; ditto.(at 2nd floor perimeter wall) M 49

L Reinforced concrete coping average 400mm x 600mm high reinforced with

4T10 and R6 at 200mm centres; ditto. (perimeter roof level) M 48

M Reinforced concrete coping average 200mm x 300mm high reinforced as

instructed; ditto. (perimeter upper roof level) M 15

N Ditto, size 1,000mm x 100mm M 7

P 8,000mm x 1,000mm x 150mm Arch beam, reinforced as described,

complete with pedimen stone and groove line, including all necessary

formwork, and plastering and all paint works, all as shown in drawings No 1

Q 2,600mm x 1,000mm x 150mm Arch beam, reinforced as described,

complete with groove line, including all necessary formwork, and plastering

and all paint works, all as shown in drawings No 1

R 18,270mm x 1,000mm x 150mm, ditto. No 1

TO COLLECTION : RM

SUNDRIES (cont'd)

A 225mm Half round glazed ware invert including brickwork wall, reinforced

concrete base and plastering works M 56

B 600mm x 600mm precast concrete drain cover as specified No 9

Supply and fix in position the following natural anodised aluminium framed

louvred panels with outer and inner frames of approved section and thickness,

all in accordance with manufacturer's details and S.O.'s approval :-

C 1,800mm Width x 2,500mm height No 1

D 500mm Width x 2,500mm height No 1


Sch 5 / 29


QTY AMOUNT

TO COLLECTION : RM

SUNDRIES (cont'd)

Sch5/23 ………….

Sch5/24 ………….


Sch 5 / 30


QTY AMOUNT

TO SUMMARY : RM

SUMMARY

A Works Below Lowest Floor Level

B Frame and Upper Floor

C Roof Structure

D Staircase Structure

E Roof Cover and Finishes

F Stair Finishes & Balustrading

G External Walls

H Internal Walls And Partitions

J Doors

K Ironmongery

L Windows


Sch 5 / 31


QTY AMOUNT

M Internal Wall Finishes

N Internal Floor Finishes

P Internal Ceiling Finishes

Q External Finishes

R Internal Cold Water Plumbing

S Internal Sanitary Installation

T Sanitary wares & Fittings

U Sundries

BUILDING WORKS

TOTAL CARRIED TO FINAL SUMMARY

(Page No FS/1)

1 Unit

GFA (m2) 312.44

SqFt 3,361.85

RM/sf -

ITEM DESCRIPTION UNIT QTY RATE

EARTHWORKS & SITE WORKS

(ALL QUANTITIES ARE PROVISIONAL)

A Genaral site clearing including demolish , excavate and remove from site all

trees and plant of all sizes, any debris and unsuitable materilas, etc Sum

B Over site cut and fill; earth cutting to the required level, select approved

excavated earth, load, transport, deposit, level and compact with 10-ton roller

in 225mm layers to fill area within the site to the required level M3 668

C Selected imported earth obtained from an approved source, fill and compact

to make up the required levels, consolidated in layer as described. (Quantities

measured nett after consolidation) M3 2,037

Reinforced Concrete Retaining Wall

D Excavate for footing, part return, fill in and ram, dispose surplus materials from

site M3 294

E 50mm Thick lean concrete (Grade 15) to base of footing M2 315

F Vibrated reinforced concrete (Grade 25) in base M3 118

G Ditto in walls M3 137

H Ditto in beams M3 24

High tensile steel rod reinforcement to B.S. 4449 as described in footings and

walls

J 12mm Diameter Kg 17,405

K 10mm Diameter Kg 4,851

L Sawn Formwork as described to sides of base and walls M2 1,352

M 100mm Diameter weephole at 2,400mm to centre with 20mm aggregate in

300mm cube chicken netting No 110

N 100mm Diameter sub-soil pipes wrap with geotextile M 525

P Backfill with Broken stones as described, well compacted. M3 102

Q Guardrail channel steel post and parker single mounted type as described,

750mm high constructed of 178 x 76 x 6 g.i. channel section at 2,000mm centre;

3 nos 16mm diameter Hex Head Bolt with Hex nut and washer for connection;

360mm long piece of guardrail use as backing of intermediate post; cast into

400mm width x 915mm depth reinforced concrete (Grade 30) including all

excavation work and formwork; all details as per Drawing No: TT/R/7/08 - 4/7 M 97

Any Other Items :-

R Allow for all other necessary items not mentioned above but shown in the

drawings and / or required to suit the actual work at the site and necessary

for the proper completion of the Element in accordance with the intent of

the Contract and the Contractor shall state and price in the space provided

below :-

EARTHWORKS & SITE WORKS

Total Carried to Summary of Schedule No. 6 RM

ROAD AND CARPARK


New Driveway and Carpark

A Excavate 405mm average deep for subgrade of roads, commencing from

ground level , to camfers and gradient, including removal of excavated

materials off site M2 1,035

B Ditto, 335mm avarage deep M2 830

C Ditto, 330mm avarage deep M2 802

D 300mm Thick of crusher run as base course; compacted in layers to the

required camfers and gradients, watered and blinded as described M2 1,035

E Ditto, 230mm thich of crusher run. M2 830

F Ditto, 225mm thich of crusher run. M2 802

G 65mm Thick of 40mm asphalthic concrete mix binder coarse ; rolled to the

required camfers and gradients. M2 2,667

H 40mm Thick of 20mm asphalthic concrete mix wearing coarse ; rolled to the

required camfers and gradients. M2 2,667

J Bituminous prime and tack coat applied at the rate of 0.55 litres/m2 each M2 2,667

Road Resurfacing

K Allow for scraping to existing surfaces prior to laying of the wearing course

and remove all debris to Contractor's own dump. M2 3,674

L 40mm Thick (consolidated) of 20mm asphaltic concrete premix; rolled to the

required cambers and gradients. (As per JKR approved) M2 3,674

M Bituminous tack coat applied at the rate of 1.0litre/m2. M2 3,674

New Pavement

N Excavate 150mm average deep for subgrade of roads, commencing from

ground level , to camfers and gradient, including removal of excavated

materials off site M2 665

P 150mm Thick crusher run base course. M2 665

Q 40mm Thick of 20mm asphalthic concrete mix wearing coarse ; rolled to the

required camfers and gradients. M2 665

C/F:

B/F:


Precast Concrete Road Kerb

A Precast concrete (Grade 20) as described kerb overall size 450mm wide x

325mm high; tapered, chamfered, finishing fair on exposed faces, including all

moulds, bedding and jointing in cement sand (1:3) mortar, haunching on and

including 525mm x 75mm thick concrete base slab, and all necessary formwork,

ROAD AND CARPARK (Cont'd)

excavation, backfilling and removal of surplus earth all details as per Drawing

No: TT/R/7/08 M 472

B Extra over ditto for opening, connected to outlet channel No 47

C Concrete outlet channel with precast slabs over (at 10m interval) M 73

D Prepare and apply one undercoat and two finishing coats of approved external

gloss paint, in alternate black and white colours 1000mm long bands, to new

road kerbs. M 472

E Ditto; to existing road kerbs. M 204

Road Marking

Prepare and apply two coats of approved themo-plastic road paint on road

surfaces; all details as per Drawing No: TT/R/7/08

F 100mm Wide unbroken centre lines M 591

G 150mm Wide edge lines M 796

H 100mm Wide continuity lines M 115

J 300mm Wide stop lines M 15

K Direction arrow of sizes as specified No 12

L 600 x 600mm sign board for "stop at intersection" as specified No 3

Any Other Items :-

M Allow for all other necessary items not mentioned above but shown in the




below :-

ROAD AND CARPARK


PRIMARY STORMWATER DRAINAGE


Concrete Drain

A 750mm Wide concrete drains exceeding 600mm deep but not exceeding 750mm

deep constructed of 300mm glazed ware channel on 225mm thick reinforced

concrete (Grade 20) base with two layers of BRC B6 ; raised vertically with

188mm (average) thick reinforced concrete (Grade 20) wall, all reinforced with

two layers BRC B6; complete with 100mm diameter uPVC weep holes with

gravel at 3m centres bothside complete with broken stones including

excavation, backfilling and removal of surplus excavated material off site; all

as per Engineer's Drawings No.: TT/R/7/08 M 25

B Ditto; exceeding 900mm deep but not exceeding 1,050mm deep; ditto. M 87

C 380mm Wide concrete drains exceeding 300mm deep but not exceeding 450mm

deep constructed of 380mm half round glazed ware channel on 150mm thick

reinforced concrete (Grade 20) base with one layer of BRC B8 ; raised

vertically with 188mm (average) thick reinforced concrete (Grade 20) wall, all

reinforced with one layer BRC B8; complete with 100mm diameter uPVC weep

holes with gravel at 6m centres bothside complete with broken stone,

including excavation, backfilling and removal of surplus excavated material off

site; all as per Engineer's Drawings No.: TT/R/7/08 M 24

D Ditto; exceeding 600mm deep but not exceeding 750mm deep; ditto. M 87

E Ditto; exceeding 750mm deep but not exceeding 900mm deep; ditto. M 88

F Ditto; exceeding 900mm deep but not exceeding 1,050mm deep; ditto. M 27

G Ditto; exceeding 1,050mm deep but not exceeding 1,200mm deep; ditto. M 32

H 225mm Wide concrete drains exceeding 450mm deep but not exceeding 600mm

deep constructed of 225mm half round glazed ware channel on 137.5mm thick

reinforced concrete (Grade 20) base with one layer of BRC B8 ; raised

vertically with 150mm thick reinforced concrete (Grade 20) wall, all reinforced

with one layer BRC B8; complete with 100mm diameter uPVC weep holes with

gravel at 6m centres bothside complete with broken stone, including

excavation, backfilling and removal of surplus excavated material off site; all

as per Engineer's Drawings No.: TT/R/7/08 M 107

J Ditto; exceeding 750mm deep but not exceeding 900mm deep; ditto. M 110

K 450mm x 450mm x 75mm thick precast concrete cover reinforced with one

layer of BRC A6; all as per engneer's detail. No 55

Entrance culvert

L 175mm thick reinforced concrete removable slab reinforced with 4 nos 16mm

diameter high tensile bar top and bottom and 16mm diameter stirr bar at 125mm

c/c ; supported at both ends with 225mm and 338mm thick brickwall ; 225mmthick concrete base reinforced with 12mm diameter high tensile bar at 100mm

c/c at bothways on 50mm thick lean concrete, finishing fair on exposed

surfaces, complete with 600mm x 600mm hinged ms grating; including all

necessary excavation backfilling, all as per Engineer's Drawing No: TT/R/7/08 M 127

C/F:

B/F:


Precast Concrete Box Culvert

A 150mm x 150mm reinforced concrete piles, in two (2) lengths of 6m depth

per length, including supply, transporting, handling and hoisting, pitching,

driving, jointing, cut off pile heads including removing away from site and

all necessary plant No 26

Supply and lay "HUME" or approved equivalent precast concrete box culvert

complete with lid laid to falls, jointed grouted and bedded in cement and sand

(1:3); 50mm thick lean concrete and 150mm thick concrete bases reinforced

with 2 layers of BRC A7 and Y12 @ 150mm centres bothways , including all

necessary excavation backfilling, etc all as shown in the engineer's drawing:

TT/R/7/08

B Overall size 750mm x 750mm x 875mm deep M 10

PRIMARY STORMWATER DRAINAGE (Cont'd)

C Overall size 750mm x 600mm x 1,097mm deep M 10

D Overall size 600mm x 600mm x 826mm deep M 9

E Overall size 600mm x 600mm x 862mm deep M 4

Sump

Sump pit constructed of 225mm thick burnt clay brickworks in cement mortar

1:3 & 12mm thick fairface internally and abutment wall mortar on exposed

faces; 150 mm thick concrete base reinforced with a layer of BRC A6 complete

on 50mm thick lean concrete, complete with GI trash sceen fabricated with Y25

bars at 50mm gaps welded on 50 x 50 x 6mm L angle iron frame and hinged ms

grating with Y25 bars, ditto; including excavation,backfilling and removal of

surplus excavated material off site; all as per Engineer's Drawing No:

TT/R/7/08

F Overall size 750mm x 750mm x 540mm deep No 1

G Overall size 750mm x 750mm x 1,072mm deep No 1

H Overall size 750mm x 750mm x 1,122mm deep No 1

J Overall size 750mm x 750mm x 1,210mm deep No 1

K Overall size 600mm x 600mm x 750mm deep No 1

L Overall size 600mm x 600mm x 852mm deep No 1

M Overall size 600mm x 600mm x 872mm deep No 1

N Overall size 600mm x 600mm x 902mm deep No 1

Any Other Items :-

P Allow for all other necessary items not mentioned above but shown in the




below :-

PRIMARY STORMWATER DRAINAGE


EXTERNAL WATER RETICULATION


Supply and install water main piping including all electrofusion / screwed,

socketted and welded joints, bends, tees, elbows, diminishing pieces, plugs,

short lengths, jointing to dissimilar pipes with approved gaskets, concrete

anchor blocks, and all necessary fixing accessories including all excavation

and back filling of suitable materials of required covers, all as per Engineer's

drawings

A 180mm (O.D) HDPE main pipes and fittings M 261

B 63mm (O.D) HDPE, ditto. M 43

C 32mm (O.D) HDPE, ditto. M 29

D 177.3mm (O.D) M.S cement tinted pipes and fittings M 27

E Ditto, with drain crossing complete with 50mm air valve M 2

F 125mm (O.D) scour pipes and fittings M 3

G 28mm Diameter Stainless steel pipes at drain crossing M 30

H Sluice valve as specified No 2

J Stopcock as specified No 32

K Allow for capped off with one length at stop end. Sum

L 20mm Diameter stainless steel meter position with 20mm lockable valve

and stopcock as per Engineer's Drawing No. TT/W/7/08 No 33

M 100mm Diameter double way DI pillar hydrant, 1095.25mm high with outlet

complete with cap and chain, with concrete slab and anchor block, sluice

valve and chamber including all the necessary joints and fittings, finished

with approved yellow paint, all details as per Engineer's Drawing No:

TT/W/7/08 No 3

N Connection to existing water mains including making good all works disturbed Sum

P Allow for providing all labour, material and equipment in carring out pressure

tests on completed External Water Supply System in the presence and to the

satisfaction of the S.O. and the Authorities Sum

Any Other Items :-

Q Allow for all other necessary items not mentioned above but shown in the




below :-

EXTERNAL WATER RETICULATION


EXTERNAL SEWER RETICULATION


A Excavate trenches to falls for 225mm diameter pipes, exceeding 1.20m but not

exceeding 1.50m deep, get out, part return, fill in and ram, dispose off site

surplus excavated materials M 77

B Ditto; exceeding 1.50m but not exceeding 1.80m deep; diito. M 30

C Ditto; exceeding 1.80m but not exceeding 2.10m deep; diito. M 81

D Ditto; exceeding 2.10m but not exceeding 2.40m deep; diito. M 54

E Ditto; exceeding 2.70m but not exceeding 3.00m deep; diito. M 25

F Excavate trenches 150mm diameter pipe, exceeding 1.20m not exceeding 1.50m

deep; dito. M 267

H Excavate trenches 100mm diameter pipe, exceeding 1.20m not exceeding 1.50m

deep; dito. M 8

K 225mm Diameter extra strength vitrified clay pipes and fittings, in Class "B"

bedding, laid to fall in trenches, joined with rubber ring flexible joint

in accordance with manufacturers instruction. M 267

L 150mm Diameter; ditto. M 249

M 100mm Diameter; ditto. M 8

Gully Trap

N 500mm x 500mm Gully Trap constructed of 100mm thick reinforced concrete

wall with 1 layer BRC A6; 19mm thick alumina cement plastering at internal

part only; 50mm thick concrete base with 1 layer BRC A6 on 50mm thick lean

concrete and 100mm thick hardcore, including 50mm thick removable rc cover,

removable m.s grating ; including excavation, backfilling and removal of

surplus earth, all as per Engineer Drawing's No: No 34

House Manhole

Manholes constructed of 225mm thick well burnt clay bricks in cement mortar

(1:3), and 12mm thick internal lining of high alumina cement mortar on 150mm

thick concrete base slab with 2 layers BRC B8 and 100mm thick concrete top

slab with a layer of BRC B8 and complete with 24" x 18" x 84 lbs manhole

cover and frame ; including all necessary excavation, formwork and part

return, fill in and ram and removal of surplus excavated material off site; all

details as per Engineers Drawing: TT/SAN/7/08

P No 33

Q No 3

R No 2

C/F:

B/F:


Precast Concrete Manholes

JPP Standard shallow P.C. manholes constructed of 300mm thick Grade 20

concrete base on 50mm thick cementitious blinding, form channel, concrete

benching and haunching as specified, precast concrete chamber ring with

12mm thick internal lining of high alumina cement mortar; 150mm thick cast

insitu concrete surround using sulphate resistant cement. Precast concrete

flat top painted internally with 2 layer of coal tar epoxy; CI or DI heavy duty

manhole cover to IWK standard as approved by JPP, cement mortar (1:3) infill,

precast reinforced make up ring, stainless steel step at 300mm c/c; including

all excavation, backfilling removal of surplus excavated material off site

including building in end of pipes as detailed in Engineer's drawings:

A Manhole size 1,200mm diameter x 1,200mm deep to invert. (MH 1) No 1

B Ditto; 1,585mm deep to invert. (MH 2) No 1

C Ditto; 1,737mm deep to invert. (MH 3) No 1

D Ditto; 1,871mm deep to invert. (MH 4) No 1

E Ditto; 2,141mm deep to invert. (MH 5) No 1

F Ditto; 2.411mm deep to invert. (MH 6) No 1

G Allow for providing all labour, material and equipment in carrying out

pressure tests on completed External Sewer System in the presence and

to the satisfaction of the S.O. and the Local Authorities Sum

H Allow for CCTV survey to the completed piping and submit to local

authority for approval. Sum

Any Other Items :-

J Allow for all other necessary items not mentioned above but shown in the


Overall size 750mm x 600mm x 1,200mm deep to invert. (MH A)

Overall size 750mm x 600mm x 1,200mm deep to invert. (MH B)

Overall size 750mm x 600mm x 1,200mm deep to invert. (MH C)

EXTERNAL SEWER RETICULATION (Cont'd)



below :-

EXTERNAL SEWER RETICULATION


SUMMARY

A EARTHWORKS & SITE WORKS

B ROAD AND CARPARK

C PRIMARY STORMWATER DRAINAGE

D EXTERNAL WATER RETICULATION

E EXTERNAL SEWER RETICULATION

SCHEDULE NO 6 - EXTERNAL WORKS

TOTAL CARRIED TO FINAL SUMMARY RM

(Page No FS/1)

AMOUNT

(RM)

* no detail; assumption





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