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SCHEDULE NO. 2 - PILING WORKS (BUNGALOW)
ITEM
DESCRIPTION
UNIT
QTY
RATE
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
A
B
Piling Equipment Allow for the provision of all necessary piling plant, equipment and tools; including transportation to the site, handling, assembling, moving piling plant and equipment about the site; dismantling and removing from site after completion of piling.
Item
Allow for the handling and moving piling plant and equipment about the site as often and whenever necessary for the whole operation including idling time and all necessary temporary work in connection therewith.
Item
Piling Record C
Allow for submission of piling records in triplicate duly signed by the Contractor and the Clerk-of-work and 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. ( In 27 No)
M
162
E
150mm x 150mm extension piles, in 6.00m length. ( In 81 No)
M
486
C/F:
Sch 2 (Bgl) / 1
AMOUNT
SCHEDULE NO. 2 - PILING WORKS (BUNGALOW) (CONT'D)
B/F:
Handling, transporting and pitching for driving :A
150mm x 150mm R.C piles, in 6.00m length.
No
108
M
648
No
81
No
27
Driving reinforced concrete square piles :B
150mm x 150mm R.C piles, in 6.00m length. Extension Joints :-
C
Joint 150mm x 150mm reinforeced concrete pile in epoxy compound of apporved manufacturer, in accordance with the manufacturer's printed instructions, fillet weld the end plates, including painting and exposed steel surfaces with three coats of approved bituminous paint. Cutting off pile heads :-
D
Cut off 150mm x 150mm pile head and treat head with two coats of "Ensele" or other equivalent approved presevaties, preparing reinforcement for connection and remove cut-off heads off the site. Pile Test :-
E
Pile dynamic analysis (PDA) test on 150mm x 150mm reinforced concrete square pile to be carried out by an approved Specialist, including CAPWAY Analysis.
SCHEDULE NO. 2 PILING WORKS (ALL PROVISIONAL) Total Carried To Final Summary
Sch 2 (Bgl) / 2
No
1
RM
SCHEDULE NO. 5 - BANGALOW
ITEM
DESCRIPTION
UNIT
RATE
PLOT 1 QTY
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
Pile caps Y16 Y12 Y10
Kg Kg Kg
224 97 54
Column Stumps Y20 Y16 Y12 Y10
Kg Kg Kg Kg
79 103 43 10
High tensile steel rod reinforcement to B.S. 4449 as described in :Q
R
TO COLLECTION : RM WORKS BELOW LOWEST FLOOR LEVEL (cont'd) High tensile steel rod reinforcement to B.S. 4449 as described in :A
Ground Beams Y16
Kg
Sch 5 / 3
9
AMOUNT
SCHEDULE NO. 5 - BANGALOW Y12 Y10
Kg Kg
12 208
Column Stumps R6
Kg
65
Ground Beams R6
Kg
88
Mild steel rod reinforcement to B.S. 4449 as described in :B
C
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
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
N
TO COLLECTION : RM WORKS BELOW LOWEST FLOOR LEVEL (cont'd) Sch5/1
………….
Sch5/2
………….
Sch 5 / 4
SCHEDULE NO. 5 - BANGALOW
TO SUMMARY : RM FRAME AND UPPER FLOOR
A
Vibrated reinforced concrete ( Grade 25) as described in :Floor Beams
M3
8
B
Columns.
M3
5
C
Stiffener.
M3
1
D E F G H
Floor slabs 200mm Thick floor slabs. 175mm Thick floor slabs. 150mm Thick floor slabs. 125mm Thick floor slabs. 100mm Thick floor slabs.
M2 M2 M2 M2 M2
25 35 58 100 13
Kg Kg Kg
715 276 103
High tensile steel rod reinforcement to B.S.4449 as described in :J
Floor Beams Y20 Y16 Y12
Sch 5 / 5
SCHEDULE NO. 5 - BANGALOW
K
L
M
P
Q
R
S
T U V W X
Y10
Kg
248
Columns Y20 Y16 Y12 Y10
Kg Kg Kg Kg
195 364 99 389
Stiffener. Y12
Kg
264
Floor slabs Y20 Y12 Y10
Kg Kg Kg
32 10 565
Mild steel rod reinforcement to B.S. 4449 as described in :Floor Beams R10 R6
Kg Kg
82 288
Columns R6
Kg
322
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:Floor slabs B.R.C Ref. No. A9; 4.99kg/m2 B.R.C Ref. No. A8; 3.95kg/m2 B.R.C Ref. No. A7; 3.02kg/m2 B.R.C Ref. No. A6; 2.22kg/m2
M2 M2 M2 M2
19 173 145 27
Sawn formwork as described to :Sides and soffit of floor beams. Sides of columns. Sides of stiffener Soffit of suspended slabs. Edge of slab; 100mm but not exceeding 200mm high
M2 M2 M2 M2 M
150 111 29 232 112
TO SUMMARY : RM ROOF STRUCTURE
A B C D E F
Vibrated reinforced concrete ( Grade 25) as described in :Roof Beams. Upper Roof Beams Upstand beams 100mm Thick Roof Slabs 125mm Thick Roof Slabs 100mm Thick Upper Roof Slabs
M3 M3 M3 M2 M2 M2
8 1 2 58 70 19
Roof Beams Y25 Y20 Y16 Y12 Y10
Kg Kg Kg Kg Kg
343 95 52 231
Upper Roof Beams Y12 Y10
Kg Kg
10 60
Upstand Beams Y10
Kg
80
Kg
0
High tensile steel rod reinforcement to B.S. 4449 as described in :G
H
J
Mild steel rod reinfoecement to B.S. 4449 as described in :K
Roof Beams R10
Sch 5 / 6
SCHEDULE NO. 5 - BANGALOW
L
M
R6
Kg
225
Upper Roof Beams R6
Kg
24
Upstand Beams R6
Kg
39
Roof slabs B.R.C Ref. No. A7; 3.02kg/m2 B.R.C Ref. No. A6; 2.22kg/m2
M2 M2
135 112
Upper Roof slabs B.R.C Ref. No. A6; 2.22kg/m2
M2
34
Sawn formwork as described to :Sides and soffit of roof beams. Sides and soffit of upper roof beams. Sides of upstand beams. Soffit of roof slabs. Soffit of upper roof slabs. Edge of roof slab; not exceeding 100mm high Ditto; 100mm but not exceeding 200mm high Edge of upper roof slab; Ditto
M2 M2 M2 M2 M2 M M M
130 13 29 111 16 13 32 22
Mild steel fabric reinforcement to M.S.145 or B.S.4483 ; well lapped at joints including notching around all obstruction:N
P
Q R S T U V W X
Y
Proprietary G.I. Roof Truss 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 TO SUMMARY : RM
62
STAIRCASE STRUCTURE Vibrated reinforced concrete ( Grade 25) as described in :A
Staircases.
M3
2
B
Landing beam.
M3
1
C
125mm Thick landing slab
M2
10
D
255mm Thick mass concrete
M2
3
Staircases and Landing Slabs Y12 Y10
Kg Kg
536 25
Landing beams Y12
Kg
123
Kg
43
High tensile steel rod reinforcement to B.S. 4449 as described in :E
F
Mild steel rod reinfoecement to B.S. 4449 as described in :G
Landing beams R6 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
Sloping soffit of staircase.
M2
11
M
Sch 5 / 7
SCHEDULE NO. 5 - BANGALOW
N
Edge of concrete exceeding 200mm high but not exceeding 300mm high.
M
7
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
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
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
F
G
Sch 5 / 8
SCHEDULE NO. 5 - BANGALOW
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
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
M
Sch 5 / 9
SCHEDULE NO. 5 - BANGALOW
TO SUMMARY : RM EXTERNAL WALLS A
B
C
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
115mm Wide hessian reinforced bituminous felt damp-proof course bedding in cement mortar (1:3).
M
45
No.
704
6mm Diameter mild steel bonding ties 450mm girth hooked both ends, one end cast into concrete structure and the other end built into brickwork.
Sch 5 / 10
SCHEDULE NO. 5 - BANGALOW
TO SUMMARY : RM INTERNAL WALLS AND PARTITION A
B
C
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
115mm Wide hessian reinforced bituminous felt damp-proof course bedding in cement mortar (1:3).
M
20
No.
368
6mm Diameter mild steel bonding ties 450mm girth hooked both ends, one end cast into concrete structure and the other end built into brickwork.
Sch 5 / 11
SCHEDULE NO. 5 - BANGALOW
TO SUMMARY : RM DOORS A
B
C
D
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
100mm x 225mm Lintols, reinforced with 4 Nos. 10mm diameter high tensile rod reinforcement; ditto.
M
2
100mm x 200mm Lintols, reinforced with 4 Nos. 10mm diameter high tensile rod reinforcement centres, including all necessary formwork
M
14
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
M
68
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. "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
No
5
No
6
1,830mm x 2,135mm High aluminium frame glazed sliding door complete with 5mm thick dark green tinted glass
No
3
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 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
Timber Flush Door 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 PVC Door
J
860mm x 2,135mm High approved PVC door complete with screws, ironmongery and other accessories 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
L M
TO COLLECTION : RM DOORS (Cont'd)
Sch 5 / 12
SCHEDULE NO. 5 - BANGALOW
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
TO COLLECTION : RM DOORS (cont'd) Sch5/11
………….
Sch5/12
………….
Sch 5 / 13
SCHEDULE NO. 5 - BANGALOW
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 / 14
SCHEDULE NO. 5 - BANGALOW
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
No
6
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 :B
1,830mm x 1,220mm High casement windows
Sch 5 / 15
SCHEDULE NO. 5 - BANGALOW
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
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
600mm x 1,830mm high overall size, comprising of 600mm x 610mm high top hung and 600mm x1,220mm high casement window
No
6
1200mm x 1830mm high overall size, comprising 1200mm x 610mm high top hung and 1200mm x 1220mm high casement window.
No
2
Composite Window F
G
H
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
M2
168
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 thick cement and sand (1:3) backing, including pointing in tinted cement:B
Tiling to walls and columns. Prepare and apply two coat of 'Jotun' paint internally on:-
C
Plastered walls, beams and columns.
Sch 5 / 16
SCHEDULE NO. 5 - BANGALOW
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 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
300mm x 300mm "White Horse" or other approved equivalent 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 :C
Floors
M2
160
D
100mm High skirting
M
138
M2
40
300mm x 300mm "White Horse" or other approved equivalent 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
Sch 5 / 17
SCHEDULE NO. 5 - BANGALOW
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
TO SUMMARY : RM INTERNAL CEILING FINISHES A
B
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
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 1,220mm centres, including approved aluminium angle and white silicone seals to perimeter edges of plastered walls; all in accordance with the manufacturer's instructions
M2
29
M2
239
Prepare and apply two coat of 'Jotun' paint internally on:C
Skim coated soffits,sides and soffit of beams.
Sch 5 / 18
SCHEDULE NO. 5 - BANGALOW
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
300mm x 300mm "White Horse" or other approved equivalent 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 :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
M2
501
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.
Sch 5 / 19
SCHEDULE NO. 5 - BANGALOW
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
M2
68
Prepare and apply two coat of 'Jotun' paint externally on:H
Skim coated soffits,sides and soffit of beams.
TO SUMMARY : RM INTERNAL COLD WATER PLUMBING Notes Contractor shall submit breakdown of prices for water reticulation works for variation purposes. A
B
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
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
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
C
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
Sch 5 / 20
Sum
SCHEDULE NO. 5 - BANGALOW
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
B
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
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 / 21
SCHEDULE NO. 5 - BANGALOW
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
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
JohnsonSuisse "Yale" counter-top vanity single basin in vitreous china size 600 x 1,125mm in white colour
No.
1
JohnsonSuisse semi-recessed toilet roll holder size 165 x 165mm x 95mm in vitreous china complete with plastic cover in white colour
No.
6
JonhsonSuisse RAVENNA 1/2" basin pillar tap FA300511CP in chrome plated
No.
6
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
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
B
C
D
E
F
J
Sch 5 / 22
SCHEDULE NO. 5 - BANGALOW
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
1,500mm High PVC coated chain link fence including concrete footing , all as per Architect's Drawing.
M
67
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
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
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
Reinforced concrete coping average size 250mm x 200mm thick reinforced as instructed; ditto.(at Porch)
M
18
Reinforced concrete coping average size 300mm x 250mm high reinforced as instructed; ditto.(at 2nd floor perimeter wall)
M
49
Reinforced concrete coping average 400mm x 600mm high reinforced with 4T10 and R6 at 200mm centres; ditto. (perimeter roof level)
M
48
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
D
E
F
G
J
K
L
M
Q
2,600mm x 1,000mm x 150mm Arch beam, reinforced as described, complete with groove line, including all necessary formwork, and plastering
Sch 5 / 23
SCHEDULE NO. 5 - BANGALOW
R
and all paint works, all as shown in drawings
No
1
18,270mm x 1,000mm x 150mm, ditto.
No
1
TO COLLECTION : RM SUNDRIES (cont'd) A
B
225mm Half round glazed ware invert including brickwork wall, reinforced concrete base and plastering works
M
56
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 / 24
SCHEDULE NO. 5 - BANGALOW
TO COLLECTION : RM SUNDRIES (cont'd) Sch5/23
………….
Sch5/24
………….
Sch 5 / 25
SCHEDULE NO. 5 - BANGALOW
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
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) SqFt RM/sf
Sch 5 / 26
312.44 3,361.85 -
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
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
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
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
B
C
Reinforced Concrete Retaining Wall D
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
R
Any Other Items :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 (ALL QUANTITIES ARE PROVISIONAL) 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
AMOUNT (RM)
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
40mm Thick of 20mm asphalthic concrete mix wearing coarse ; rolled to the required camfers and gradients.
M2
2,667
Bituminous prime and tack coat applied at the rate of 0.55 litres/m2 each
M2
2,667
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
40mm Thick (consolidated) of 20mm asphaltic concrete premix; rolled to the required cambers and gradients. (As per JKR approved)
M2
3,674
Bituminous tack coat applied at the rate of 1.0litre/m2.
M2
3,674
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
H
J
Road Resurfacing K
L
M
New Pavement N
C/F: B/F:
ROAD AND CARPARK (Cont'd) (ALL QUANTITIES ARE PROVISIONAL) 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, 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
Ditto; to existing road kerbs.
M
204
E
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 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 :-
ROAD AND CARPARK Total Carried to Summary of Schedule No. 6
RM
PRIMARY STORMWATER DRAINAGE (ALL QUANTITIES ARE PROVISIONAL) 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
M
127
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 ; 225mm thick 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
C/F: B/F:
PRIMARY STORMWATER DRAINAGE (Cont'd) (ALL QUANTITIES ARE PROVISIONAL) 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
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 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 :PRIMARY STORMWATER DRAINAGE Total Carried to Summary of Schedule No. 6
RM
EXTERNAL WATER RETICULATION (ALL QUANTITIES ARE PROVISIONAL) 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.
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
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
M
Sum
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 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 :-
EXTERNAL WATER RETICULATION Total Carried to Summary of Schedule No. 6
RM
EXTERNAL SEWER RETICULATION (ALL QUANTITIES ARE PROVISIONAL) 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
Excavate trenches 100mm diameter pipe, exceeding 1.20m not exceeding 1.50m deep; dito.
M
8
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
No
34
H
K
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: 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
Overall size 750mm x 600mm x 1,200mm deep to invert. (MH A)
No
33
Q
Overall size 750mm x 600mm x 1,200mm deep to invert. (MH B)
No
3
R
Overall size 750mm x 600mm x 1,200mm deep to invert. (MH C)
No
2
C/F: B/F:
EXTERNAL SEWER RETICULATION (Cont'd) (ALL QUANTITIES ARE PROVISIONAL) 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)
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
Allow for CCTV survey to the completed piping and submit to local authority for approval.
Sum
H
No
1
Any Other Items :J
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 :-
EXTERNAL SEWER RETICULATION Total Carried to Summary of Schedule No. 6
SUMMARY A
EARTHWORKS & SITE WORKS
B
ROAD AND CARPARK
C
PRIMARY STORMWATER DRAINAGE
D
EXTERNAL WATER RETICULATION
E
EXTERNAL SEWER RETICULATION
RM
SCHEDULE NO 6 - EXTERNAL WORKS TOTAL CARRIED TO FINAL SUMMARY (Page No FS/1)
RM
* no detail; assumption
* no detail; assumption * no detail; assumption * no detail; assumption
* no detail; assumption
ITEM
DESCRIPTION
UNIT
QTY
RATE
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
A
B
Piling Equipment Allow for the provision of all necessary piling plant, equipment and tools; including transportation to the site, handling, assembling, moving piling plant and equipment about the site; dismantling and removing from site after completion of piling.
Item
Allow for the handling and moving piling plant and equipment about the site as often and whenever necessary for the whole operation including idling time and all necessary temporary work in connection therewith.
Item
Piling Record C
Allow for submission of piling records in triplicate duly signed by the Contractor and the Clerk-of-work and 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. ( In 27 No)
M
162
E
150mm x 150mm extension piles, in 6.00m length. ( In 81 No)
M
486
C/F:
Sch 2 (Bgl) / 1
AMOUNT
SCHEDULE NO. 2 - PILING WORKS (BUNGALOW) (CONT'D)
B/F:
Handling, transporting and pitching for driving :A
150mm x 150mm R.C piles, in 6.00m length.
No
108
M
648
No
81
No
27
Driving reinforced concrete square piles :B
150mm x 150mm R.C piles, in 6.00m length. Extension Joints :-
C
Joint 150mm x 150mm reinforeced concrete pile in epoxy compound of apporved manufacturer, in accordance with the manufacturer's printed instructions, fillet weld the end plates, including painting and exposed steel surfaces with three coats of approved bituminous paint. Cutting off pile heads :-
D
Cut off 150mm x 150mm pile head and treat head with two coats of "Ensele" or other equivalent approved presevaties, preparing reinforcement for connection and remove cut-off heads off the site. Pile Test :-
E
Pile dynamic analysis (PDA) test on 150mm x 150mm reinforced concrete square pile to be carried out by an approved Specialist, including CAPWAY Analysis.
SCHEDULE NO. 2 PILING WORKS (ALL PROVISIONAL) Total Carried To Final Summary
Sch 2 (Bgl) / 2
No
1
RM
SCHEDULE NO. 5 - BANGALOW
ITEM
DESCRIPTION
UNIT
RATE
PLOT 1 QTY
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
Pile caps Y16 Y12 Y10
Kg Kg Kg
224 97 54
Column Stumps Y20 Y16 Y12 Y10
Kg Kg Kg Kg
79 103 43 10
High tensile steel rod reinforcement to B.S. 4449 as described in :Q
R
TO COLLECTION : RM WORKS BELOW LOWEST FLOOR LEVEL (cont'd) High tensile steel rod reinforcement to B.S. 4449 as described in :A
Ground Beams Y16
Kg
Sch 5 / 3
9
AMOUNT
SCHEDULE NO. 5 - BANGALOW Y12 Y10
Kg Kg
12 208
Column Stumps R6
Kg
65
Ground Beams R6
Kg
88
Mild steel rod reinforcement to B.S. 4449 as described in :B
C
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
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
N
TO COLLECTION : RM WORKS BELOW LOWEST FLOOR LEVEL (cont'd) Sch5/1
………….
Sch5/2
………….
Sch 5 / 4
SCHEDULE NO. 5 - BANGALOW
TO SUMMARY : RM FRAME AND UPPER FLOOR
A
Vibrated reinforced concrete ( Grade 25) as described in :Floor Beams
M3
8
B
Columns.
M3
5
C
Stiffener.
M3
1
D E F G H
Floor slabs 200mm Thick floor slabs. 175mm Thick floor slabs. 150mm Thick floor slabs. 125mm Thick floor slabs. 100mm Thick floor slabs.
M2 M2 M2 M2 M2
25 35 58 100 13
Kg Kg Kg
715 276 103
High tensile steel rod reinforcement to B.S.4449 as described in :J
Floor Beams Y20 Y16 Y12
Sch 5 / 5
SCHEDULE NO. 5 - BANGALOW
K
L
M
P
Q
R
S
T U V W X
Y10
Kg
248
Columns Y20 Y16 Y12 Y10
Kg Kg Kg Kg
195 364 99 389
Stiffener. Y12
Kg
264
Floor slabs Y20 Y12 Y10
Kg Kg Kg
32 10 565
Mild steel rod reinforcement to B.S. 4449 as described in :Floor Beams R10 R6
Kg Kg
82 288
Columns R6
Kg
322
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:Floor slabs B.R.C Ref. No. A9; 4.99kg/m2 B.R.C Ref. No. A8; 3.95kg/m2 B.R.C Ref. No. A7; 3.02kg/m2 B.R.C Ref. No. A6; 2.22kg/m2
M2 M2 M2 M2
19 173 145 27
Sawn formwork as described to :Sides and soffit of floor beams. Sides of columns. Sides of stiffener Soffit of suspended slabs. Edge of slab; 100mm but not exceeding 200mm high
M2 M2 M2 M2 M
150 111 29 232 112
TO SUMMARY : RM ROOF STRUCTURE
A B C D E F
Vibrated reinforced concrete ( Grade 25) as described in :Roof Beams. Upper Roof Beams Upstand beams 100mm Thick Roof Slabs 125mm Thick Roof Slabs 100mm Thick Upper Roof Slabs
M3 M3 M3 M2 M2 M2
8 1 2 58 70 19
Roof Beams Y25 Y20 Y16 Y12 Y10
Kg Kg Kg Kg Kg
343 95 52 231
Upper Roof Beams Y12 Y10
Kg Kg
10 60
Upstand Beams Y10
Kg
80
Kg
0
High tensile steel rod reinforcement to B.S. 4449 as described in :G
H
J
Mild steel rod reinfoecement to B.S. 4449 as described in :K
Roof Beams R10
Sch 5 / 6
SCHEDULE NO. 5 - BANGALOW
L
M
R6
Kg
225
Upper Roof Beams R6
Kg
24
Upstand Beams R6
Kg
39
Roof slabs B.R.C Ref. No. A7; 3.02kg/m2 B.R.C Ref. No. A6; 2.22kg/m2
M2 M2
135 112
Upper Roof slabs B.R.C Ref. No. A6; 2.22kg/m2
M2
34
Sawn formwork as described to :Sides and soffit of roof beams. Sides and soffit of upper roof beams. Sides of upstand beams. Soffit of roof slabs. Soffit of upper roof slabs. Edge of roof slab; not exceeding 100mm high Ditto; 100mm but not exceeding 200mm high Edge of upper roof slab; Ditto
M2 M2 M2 M2 M2 M M M
130 13 29 111 16 13 32 22
Mild steel fabric reinforcement to M.S.145 or B.S.4483 ; well lapped at joints including notching around all obstruction:N
P
Q R S T U V W X
Y
Proprietary G.I. Roof Truss 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 TO SUMMARY : RM
62
STAIRCASE STRUCTURE Vibrated reinforced concrete ( Grade 25) as described in :A
Staircases.
M3
2
B
Landing beam.
M3
1
C
125mm Thick landing slab
M2
10
D
255mm Thick mass concrete
M2
3
Staircases and Landing Slabs Y12 Y10
Kg Kg
536 25
Landing beams Y12
Kg
123
Kg
43
High tensile steel rod reinforcement to B.S. 4449 as described in :E
F
Mild steel rod reinfoecement to B.S. 4449 as described in :G
Landing beams R6 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
Sloping soffit of staircase.
M2
11
M
Sch 5 / 7
SCHEDULE NO. 5 - BANGALOW
N
Edge of concrete exceeding 200mm high but not exceeding 300mm high.
M
7
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
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
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
F
G
Sch 5 / 8
SCHEDULE NO. 5 - BANGALOW
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
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
M
Sch 5 / 9
SCHEDULE NO. 5 - BANGALOW
TO SUMMARY : RM EXTERNAL WALLS A
B
C
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
115mm Wide hessian reinforced bituminous felt damp-proof course bedding in cement mortar (1:3).
M
45
No.
704
6mm Diameter mild steel bonding ties 450mm girth hooked both ends, one end cast into concrete structure and the other end built into brickwork.
Sch 5 / 10
SCHEDULE NO. 5 - BANGALOW
TO SUMMARY : RM INTERNAL WALLS AND PARTITION A
B
C
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
115mm Wide hessian reinforced bituminous felt damp-proof course bedding in cement mortar (1:3).
M
20
No.
368
6mm Diameter mild steel bonding ties 450mm girth hooked both ends, one end cast into concrete structure and the other end built into brickwork.
Sch 5 / 11
SCHEDULE NO. 5 - BANGALOW
TO SUMMARY : RM DOORS A
B
C
D
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
100mm x 225mm Lintols, reinforced with 4 Nos. 10mm diameter high tensile rod reinforcement; ditto.
M
2
100mm x 200mm Lintols, reinforced with 4 Nos. 10mm diameter high tensile rod reinforcement centres, including all necessary formwork
M
14
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
M
68
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. "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
No
5
No
6
1,830mm x 2,135mm High aluminium frame glazed sliding door complete with 5mm thick dark green tinted glass
No
3
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 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
Timber Flush Door 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 PVC Door
J
860mm x 2,135mm High approved PVC door complete with screws, ironmongery and other accessories 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
L M
TO COLLECTION : RM DOORS (Cont'd)
Sch 5 / 12
SCHEDULE NO. 5 - BANGALOW
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
TO COLLECTION : RM DOORS (cont'd) Sch5/11
………….
Sch5/12
………….
Sch 5 / 13
SCHEDULE NO. 5 - BANGALOW
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 / 14
SCHEDULE NO. 5 - BANGALOW
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
No
6
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 :B
1,830mm x 1,220mm High casement windows
Sch 5 / 15
SCHEDULE NO. 5 - BANGALOW
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
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
600mm x 1,830mm high overall size, comprising of 600mm x 610mm high top hung and 600mm x1,220mm high casement window
No
6
1200mm x 1830mm high overall size, comprising 1200mm x 610mm high top hung and 1200mm x 1220mm high casement window.
No
2
Composite Window F
G
H
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
M2
168
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 thick cement and sand (1:3) backing, including pointing in tinted cement:B
Tiling to walls and columns. Prepare and apply two coat of 'Jotun' paint internally on:-
C
Plastered walls, beams and columns.
Sch 5 / 16
SCHEDULE NO. 5 - BANGALOW
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 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
300mm x 300mm "White Horse" or other approved equivalent 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 :C
Floors
M2
160
D
100mm High skirting
M
138
M2
40
300mm x 300mm "White Horse" or other approved equivalent 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
Sch 5 / 17
SCHEDULE NO. 5 - BANGALOW
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
TO SUMMARY : RM INTERNAL CEILING FINISHES A
B
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
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 1,220mm centres, including approved aluminium angle and white silicone seals to perimeter edges of plastered walls; all in accordance with the manufacturer's instructions
M2
29
M2
239
Prepare and apply two coat of 'Jotun' paint internally on:C
Skim coated soffits,sides and soffit of beams.
Sch 5 / 18
SCHEDULE NO. 5 - BANGALOW
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
300mm x 300mm "White Horse" or other approved equivalent 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 :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
M2
501
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.
Sch 5 / 19
SCHEDULE NO. 5 - BANGALOW
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
M2
68
Prepare and apply two coat of 'Jotun' paint externally on:H
Skim coated soffits,sides and soffit of beams.
TO SUMMARY : RM INTERNAL COLD WATER PLUMBING Notes Contractor shall submit breakdown of prices for water reticulation works for variation purposes. A
B
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
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
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
C
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
Sch 5 / 20
Sum
SCHEDULE NO. 5 - BANGALOW
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
B
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
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 / 21
SCHEDULE NO. 5 - BANGALOW
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
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
JohnsonSuisse "Yale" counter-top vanity single basin in vitreous china size 600 x 1,125mm in white colour
No.
1
JohnsonSuisse semi-recessed toilet roll holder size 165 x 165mm x 95mm in vitreous china complete with plastic cover in white colour
No.
6
JonhsonSuisse RAVENNA 1/2" basin pillar tap FA300511CP in chrome plated
No.
6
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
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
B
C
D
E
F
J
Sch 5 / 22
SCHEDULE NO. 5 - BANGALOW
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
1,500mm High PVC coated chain link fence including concrete footing , all as per Architect's Drawing.
M
67
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
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
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
Reinforced concrete coping average size 250mm x 200mm thick reinforced as instructed; ditto.(at Porch)
M
18
Reinforced concrete coping average size 300mm x 250mm high reinforced as instructed; ditto.(at 2nd floor perimeter wall)
M
49
Reinforced concrete coping average 400mm x 600mm high reinforced with 4T10 and R6 at 200mm centres; ditto. (perimeter roof level)
M
48
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
D
E
F
G
J
K
L
M
Q
2,600mm x 1,000mm x 150mm Arch beam, reinforced as described, complete with groove line, including all necessary formwork, and plastering
Sch 5 / 23
SCHEDULE NO. 5 - BANGALOW
R
and all paint works, all as shown in drawings
No
1
18,270mm x 1,000mm x 150mm, ditto.
No
1
TO COLLECTION : RM SUNDRIES (cont'd) A
B
225mm Half round glazed ware invert including brickwork wall, reinforced concrete base and plastering works
M
56
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 / 24
SCHEDULE NO. 5 - BANGALOW
TO COLLECTION : RM SUNDRIES (cont'd) Sch5/23
………….
Sch5/24
………….
Sch 5 / 25
SCHEDULE NO. 5 - BANGALOW
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
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) SqFt RM/sf
Sch 5 / 26
312.44 3,361.85 -
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
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
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
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
B
C
Reinforced Concrete Retaining Wall D
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
R
Any Other Items :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 (ALL QUANTITIES ARE PROVISIONAL) 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
AMOUNT (RM)
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
40mm Thick of 20mm asphalthic concrete mix wearing coarse ; rolled to the required camfers and gradients.
M2
2,667
Bituminous prime and tack coat applied at the rate of 0.55 litres/m2 each
M2
2,667
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
40mm Thick (consolidated) of 20mm asphaltic concrete premix; rolled to the required cambers and gradients. (As per JKR approved)
M2
3,674
Bituminous tack coat applied at the rate of 1.0litre/m2.
M2
3,674
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
H
J
Road Resurfacing K
L
M
New Pavement N
C/F: B/F:
ROAD AND CARPARK (Cont'd) (ALL QUANTITIES ARE PROVISIONAL) 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, 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
Ditto; to existing road kerbs.
M
204
E
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 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 :-
ROAD AND CARPARK Total Carried to Summary of Schedule No. 6
RM
PRIMARY STORMWATER DRAINAGE (ALL QUANTITIES ARE PROVISIONAL) 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
M
127
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 ; 225mm thick 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
C/F: B/F:
PRIMARY STORMWATER DRAINAGE (Cont'd) (ALL QUANTITIES ARE PROVISIONAL) 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
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 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 :PRIMARY STORMWATER DRAINAGE Total Carried to Summary of Schedule No. 6
RM
EXTERNAL WATER RETICULATION (ALL QUANTITIES ARE PROVISIONAL) 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.
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
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
M
Sum
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 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 :-
EXTERNAL WATER RETICULATION Total Carried to Summary of Schedule No. 6
RM
EXTERNAL SEWER RETICULATION (ALL QUANTITIES ARE PROVISIONAL) 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
Excavate trenches 100mm diameter pipe, exceeding 1.20m not exceeding 1.50m deep; dito.
M
8
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
No
34
H
K
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: 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
Overall size 750mm x 600mm x 1,200mm deep to invert. (MH A)
No
33
Q
Overall size 750mm x 600mm x 1,200mm deep to invert. (MH B)
No
3
R
Overall size 750mm x 600mm x 1,200mm deep to invert. (MH C)
No
2
C/F: B/F:
EXTERNAL SEWER RETICULATION (Cont'd) (ALL QUANTITIES ARE PROVISIONAL) 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)
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
Allow for CCTV survey to the completed piping and submit to local authority for approval.
Sum
H
No
1
Any Other Items :J
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 :-
EXTERNAL SEWER RETICULATION Total Carried to Summary of Schedule No. 6
SUMMARY A
EARTHWORKS & SITE WORKS
B
ROAD AND CARPARK
C
PRIMARY STORMWATER DRAINAGE
D
EXTERNAL WATER RETICULATION
E
EXTERNAL SEWER RETICULATION
RM
SCHEDULE NO 6 - EXTERNAL WORKS TOTAL CARRIED TO FINAL SUMMARY (Page No FS/1)
RM
* no detail; assumption
* no detail; assumption * no detail; assumption * no detail; assumption
* no detail; assumption
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